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539 ATLANTIC BEACH CT - PERMIT RES17-0223 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE-LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RE817-0223 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 485845.8 Issue Date: 12/11/2017 Expiration Date: 6/9/2018 PROPERTY ADDRESS: Address: 539 ATLANTIC BEACH CT RE Number: 169505 1425 PROPERTY OWNER: Name: RIVERSIDE HOMES OF NORTH FLORIDA INC Address: 1227 SAN JOSE BLVD STE 120 JACKSONVILLE, FL 32223 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE`JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i `r��.r�`JfJri JsPermitConditions * _ of Permit Number: RES17-0223 Description: NEW SINGLE FAMILY RESIDENCE Applied: 10/25/2017 Approved: 11/29/2017 Site Address: 539 ATLANTIC BEACH CT Issued: 12/11/2017 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: RIVERSIDE HOMES OF NORTH FLORIDA INC Parent Project: Contractor:<NONE> Details: LIST OF • • SECtVt O ADDED,DATE' ' REQUIRED DATE .:SATISFY DATE`_ `TYPE ,"STATUS DEPARTMENT CONTACT REMARKS 1 10/27/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes Avoid damage to underground water and:sewer-utilities: Verifyvertical and horizontal location of utilities:;Hand dig if necessary. If.field r coordination-is needed' call 247 5834: ' 2 10/27/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore a , Notes. ... • �'u:� �s Ensure all meter boxes,:sewer cleanouts arid valve covefs_,are set to grade and Visible. 3 10/27/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes:, property, '+ n�RT1 concretebox'with metal Iid:.,,Cleanout to be set to Arse ade and visible,must be installed atahehne..„Cleanout must be covered with av, , g, 4 10/31/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams m Notes = " All concrete driveway aprons must be 5"thick;4000 psi,with fibermesh from edge of,pavementto,the property line.Aeinforcing rods or mesh are not allowed in the right;of-way. (Commercial driveways ,6"thick) 5 10/31/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notesa - Full erosion control,measures:Inust bel nstalled and app"roved prior to,beginning any earth disturbing activities. Contact the,Inspection Line.J247. 5814)„to,request an Erosion and Sediment Control Inspection prior to start of construction. Printed: Monday, 11 December,2017 1 of 2 n� Permit Conditions .: City of Atlantic Beach 6 10/31/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes Allrunoffmus#remain-on=sitenduringconstruction 7 10/31/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams r Roll off container comp any,must be on City approved (Advancedlist. DIsposal,,,Realco Recycling,Shapell's,Inc.,Republic,Services),.Container,,cannot beplaced onCity.right-of-way: 8 10/31/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes Full'tight-of-way restor'ation,.including sod,is required. 9 10/31/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams , Notes All runoff;must remain on-site. Cannotraise:lot,elevation �': 00, Printed: Monday, 11 December,2017 2 of 2 u `fr City of Atlantic Beach 1. —- - APPLICATION NUMBER l " Building Department I•, ~- - ,� .; (To be assigned by the Building Department.) s� 800 Seminole Road r Atlantic Beach, Florida 32233-5445 OCT 2 5 2017 _ RF.cJ I_] - OZ2-3 Phone(904)247-5826 • Fax(904)247-5845 / 9- p @ �;. / E-mail: buildin de t coab.us Date routed: b ZS f 17 City web-site: http://www.coab.us —` APPLICATION REVIEW AND TRACKING FORM Property Address: �t7�'�' Department review required Yes No u Applicant: S ,-��j Planning &Zoning Tree Administrator Project: \VS t .��C= �0M,,) ublic Works PU-5528Sa efy Fire Services Review fee $ j Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation \\j 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. [-]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: I�12-7117 TREE ADMIN. Second Review: ❑Approved as revised. [-]Denied. ❑Not applicable FQWORK Comments: C UTII_171ES -FUBCIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 `CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 - : X(9 4)247 5- 845 FA 0 REVISION REQUEST SHEET OR 7 2017 CORRECTIONS TO REVIEW COMMENT Date: )I 'l -7 Received by: Resubmitted: Permit Number: &(-,S l"4- Original Plans Examiner: Project Name: Project Address:_5D q ,41--,4;�_ 6-4. Contractor: ti _ ,,`3 Contact Name: Contact Phone : 7o e/_ Contact e-mail: } Revision/Plan Check/Permit Fee (s)Due: $ R i Description of Proposed Revision to Existing Permit: 4r1-e4eFib i — I I I Additional Increase in Building Value: $ Additional S.F. ISite Plan Revised: Public W/U Approval: i By signing belo (print name) affirm that the above revision is uiclu ' fe t proposcd changes. I - 7/�g.2 /12 Sigl Kure Contr ctor/Agent(Contractor must si_n it increase in valuation) Date 1 j Office Ilse Only i /( Z 7 Date: � 7 Ap ivied: �/'� Rejected: Notified b),: t r i Plan Review Comments: F&r 3 Department review required Yes No i uiIding — ---- -- -- - - --------- nning &Zonin t Tree Administrator Plans Examiner g ublic Works �/ 2- Public'Utilities � ----- --- i Public Safety Date Crated-1113/16 R.,.3 Fire Services I I' City of Atlantic-Beach fi PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane 7 Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date-/,9 - Project Address Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing g pg � Meter from to (size) New Reclaim Water Meter Size �� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# ZiS 1 ® Z X46 Water System Development Charge $ I Sewer System Development Charge $ 0 S 0 . (— Water Meter Only $77T95 I C) (� Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ S 6® D, CTO I (Motes) APPROVED Kayle Moore, P.E. Date Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) J 800 Seminole Road Atlantic Beach, Florida 32233-5445 ! l�F,S�� — D Z Z3 Phone(904)247-5826 • Fax(904)240"525 2017 /7 ' Date routed: ZS 1 17 ! ;;j,a"- E-mail: building-dept@coab.us web-site: http://www.coab.u.s. APPLICATION REVIEW AND TRACKING FORM Property Address: Sag C-F Department review required Yes No L1 �Planning Applicant: Roc1c-_-RscDc—_ ,- o ng ,T,ree.Adm in istrator Project: ��(-.�� St ��= r ':utsuTorks�' Public Utilitie Public —a"e y Fire Services (Review fee $_��_------- ----_Dept Signature. --_----�---�--� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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. El Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : \ Date: TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ❑Not applicable RUBLIG�W(5RIK& Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of ,20 , by the City of Atlantic Beach, Florida, a municipAcorporation,., organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and 1 J.Q f- I(/LC Hgy," of Atlantic Beach,Florida,hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This work is generally described as Oph J ats-k-uQ*inn - S P- - Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address ��b Sav, .124 , � ,�0Z�. _\—I In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. a The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date 101 lei r) Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL p The foregoing instrument was acknowledged this `8 day of ,20 , by M"NO4 �,D ,who personally appeared before ire and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Skfgnature of Aiary Public, Stat lorida Approved/Public Works Department: Personally Known Produced Identification(Type) yp e`c+s LINDSEY M.BISHOP Scott Wi liams, Public orlcs Director + . S Notary Public-State of Florida Commission#FF 946204 '.;ova o$ My Comm.Expires Jan 19,2020 RIGHT-OF-WAY /EASEMENT PERMIT ;1r Permit#Issued by the City of Atlantic Beach PERNL TTEE RE,SPOINSIBL E FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 539 Af-1 a!nb C, P>26LCk Caul-t- Phone -SQ 3- X56 Permittee Email �.0 IL�42(�DVi tlQ V<i l� Requesting Permission to Construct S , — 14-e&4 CMS+VQC_fi>-�-- Location(Reference to Cross-Street) Ali 0—"C, 11Re a C.L, CO'C4 r t- • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of RAp Q`3 W (Project Superintendent) located at 53G /+t ---71 C, &4L)_,1, • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the holder will,at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. Date Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this�_day of 0 CA706Z/- ,20 11 , by VYVA6%AAOJSUV � who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. ` Personally Known ✓ SlgH •e of N Public, tate o • a Produced Identification(Type) LINDSEY M.BISHOP Notary Public-State of Florida Commission#FF 946204 '�•.;kogoal%%;.•' My Comm.Expires Jan 19,2020 I City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Departme, ,. 800 Seminole Road — Z-3Z � ' �j ` =S Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 C E-mail: building-dept@coab.us Date routed: b/ZS l 17 City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 539 L:�i(,Af�?rl C' &1og Cy Department review required Yes No U Applicant: S ,-�(j Planning:&.Zoning Tree Administrator Project: 1\0� S 1��= ublic Works Public Utilitie Publica e y Fire Services Review fee $ - _Dept Signature � Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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. ',� �enied. ❑Not applicable (Circle one.) Comments:/1//C LJ1, S�7/JG�Gk� C / r G✓� C� BUILDING h1 J ) v / c(, /! P ANNIN6 &ZOtINt �� /r -----��..-- y Reviewed by: Date: ' TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 j� �1 z �l � �, ,•��l' ��___• ,� `Iii ;CITY OF ATLANTIC BEACH 800 Seminole Road ,! ► �' c N OV 2 F Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX_(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: )I PU h 7 Received by: Resubmitted: Permit Number: `o�a _ i Original Plans Examiner: Project Name: ! Project Address: 411 C54. ' Contractor: �w �(, i -,_ �fi ,,.L�S Contact Name: r' j Contact Phone : qo�i-moi�� Contact e-mail: , a Revision/Plan Check/Permit Fee(s)Due: Description of Proposed Revision to Existing Permit: n an 2ce)rz w>4-. l i ! i Additional Increase in Building Value. $ Additional S.F. Site Plan Revised: Public W/U Approval: r By signing bolo . (print name)--_—� z.(/` afiinn that the above revision is inclu ' c t proposed chanes. Sigi ahn-e Contr ctor/Agent(Contmetor must sign it increase in valuation) Date Office Use Onl}• i Date: Approved: Rejected: Notified by: I 1 # Plan Review Comments: 4 I, I Department review required Yes No gilding — - --- ¢¢i: nriing &Z p_Tree A ministrator Plans Examiner ublic Works l 1 � -`� — ( - Public Utilities - - Public Safety 1, Date Crowd-1/13/16 Rm3 1, Fire Services i t ZONING REVIEW COMMENTS sTa City of Atlantic Beach s� Community Development Department - 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 11/6/2017 Permit: RES 17-0223 Applicant: Riverside Homes of North Florida Review: ZONING Address: 12276 San Jose Blvd#120, Jacksonville FL Site Address: 539 ATLANTIC Phone: 904-503-7055 BEACH CT RE#: 1695051425 Email: lbishop@myriversidehome.com Correction Comments Setbacks: SPA text for ABCC requires patios to be setback at least 5 feet from rear and side -\/Stproperty lines. Please show that this requirement is being met or revise accordingly. 2\. Structural Projections: Please provide the dimensions/overhangs of the Bermuda shutters. ructural Setback:The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Shower Enclosure: The maximum height allowed for fences/enclosures is 6 feet. Please provide the height of the shower enclosure. Informational Comments Brian Broedell Planner SITE PLAN LOT 26 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. •SETBACKS•• FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RICHT OF WAY; EXCEPT CORNER/DDUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS / FRONT/510E MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING GRAPHIC SCALE FACE TO BACK OF RIGHT OF WAY. 30 0 15 3D NOTE,` 8.5 PER ARB, FINISH FLOOR ELEVATION MUST BE 24"ABOVE GRADE ( IN FEET ) 1 inch = 30 ft G G 5.81' 110, 5\\�`'�1� Qd'�• 61� c's 8.8 ' 'hb`.'? ''VSpL' ::: $. •gi. 5.89.1 7' COMM UNI E e5. EL pP ME IQ" � pp�/V CA0f4• PP v 777 .P Q\y1��J.�tiD• CIV �� 9Q �'� bW,�,F&�Q�CtVT'i':�J.16•��.:-R� \ 0. / 7.43• ' `/_ y11 9.4 l.. �sy m 8.0 DENOTES PROPOSED CONCRETE 110 6.06' ,$ R a 1 U ® DENOTES PROPOSED PAVERS .� Re s\\ G ❑GT DENOTES CHEMICAL TOILET •� 'P DENOTES FUTURE 4" TREE IMPERVIOUS COVERAGE 5.93' l J{ IMPERVIOUS Sq.FL LOTS FL X 8.3 S 15.97• /'\1n�LQl 5,799 Sq.Ft. 11,227 SQ.FL 51.7X \ .. / �O BUILDING COVERAGE 16.04' iso / �1 COVERED Sq.FL I LOT Sq.FL 4,717 Sq.Ft. 11,227 Sq.FL 420X SOD BREAKDOWN 27 Sq. ---- TOTAL LOT AREA 11,227 Sq.Ft. R/W TO CURB 1,224 Sq.Ft. GROSS soo AREA 12,451 Sq.Ft. r11 �Fj1• LINE TABLE DEDUCTIONS FOUNDATION SLAB 4,717 Sq.Ft. �. P,f� LINE DIRECTION LENGTH DRIVEWAY 1,108 Sq.Ft. 01 y� LI(P) N57'18'44'E 60.22 LEAD WALK 93 Sq.Ft. SIDEWALK AREA 320 Sq.Ft. �,� L2(P) NU-09'25•E 80.12 A/C PAD(S)&GARAGE 4. •�� SERVICE DOOR SLAB Sq'Ft. WATER/CCNSERVATIONO Sq.Ft. CURVE TABLE TOTAL DEDUCTIONS 6,284 Sq.Ft. C/� \ CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA NET BOD AREA 6,167 Sq.FL ✓� CI(P) 25.00 21.03 53313'0-E 20.41 48'11'23' GENERAL NOTES C2(P) 50.00 1.68 S10105'08'W 1.68 15534' 1.BEARINGS ARE BASED ON THE CENTERONE OF ATLANTIC BEACH COURT AS BEING N57T8'44E. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 19B& 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE-X(SHADED)'AS DEPICTED PER LCMR-F CASE/15-04-421fiA DATED MAY 4,015,ALSO REFERENCE THE FLOOD INSURANCE RATE MAP( LM)M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,JUNE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. fi.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. 8.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES 12 THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,ANO COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 1&PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SEF OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL.AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS CROSS SLOPES S1ALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEETTHIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES,ETC.)SHALL NOT BEINSTALLED WITHIN THE SIOEWALIC 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION B:REVISE SITE PLAN-CITY COMMENTS(11/9/17)(MEB) REVISION A: REVISE SITE PLAN-UPDATE FLOOD ZONE(6/30/17)(M®) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108904 284-2224 _ •_ v. .o. GREEN COVE SPRINGS, FL 32043 FAX(904) 284-2258 CERTIFICATE OF AUTHORIZATION LB 08991 COPYRIGHT © 2017 NOTATION: F.I.R.M.FLOOD ZONE HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: %(SHADED) riu= rrm..�....mo r.mcr the results of a field survey made under my responsible search of title,and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 0406H 6/3/13 ,aawe�_ , Practice for Surveys as promulgated by the Florida State Shown or not shown hereon pertaining to easements,claims LOMR-F 15-04-4216A,5/4/15 Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way, setback lines, overlaps, Sitar F.A.C.: Pursuant to section 472.027,Florida Boundary Line disputes,agreements,reservations or other /PG' N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A MAY 30.2017 This survey Is prepared and certified for the exclusive use of DATE' 5/26/17 SCALE: 1,-30, S-mum wun 4-m"m m,mv.[ FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of thecopies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349-17-036 B THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: 1 CHECKED BY: MEB SHEET 1 OF 1 SITE PLAN LOT 26 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. '•SETBACKS'• FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS / FRONT DE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING GRAPHIC SCALE FACE FRONTO BACK OF RIGHT OF WAY.30 0 15 30 NOTE: PER ARB,FINISH FLOOR ELEVATION 8.5 \ MUST BE 24"ABOVE GRADE IN FEET ,.ilk p FLOOD ZONE C ,e 1 inch = 30 fL `O X' E�G1 3.46' �'�' ��,. AAs \ 0, F 1 cti 5.81' .0 5 ," FLOOD ZONE ?• 'X" (UNSHADED) 8.8 y5. \�y •,5F.'...5: OAQCR S. 5.87 r' .. ............. .. / s e.• '.., �. lyea o9�ofs'G� �. FLOOD ZONE O. AE'(6) 45 liy b � 60C(�106 �F�.'�tA': •%i.10��'• A.rP '• 0 ¢` 9.4 �.. 5'' a l 8.0 P DENOTES PROPOSED CONCRETE Com 6.06' tJ'O \ .$ .+ U ® DENOTES PROPOSED PAVERS qb• tia j �P�� Q DENOTES CHEMICAL TOILET +- DENOTES FUTURE 4" TREE fit ~ j 5.93' IMPERVIOUS COVERAGE' , IMPERVIOUS Sq.FL LOT 8.3 15.97' /,�N�� 5,799 Sq.Ft. 11,227 Sq,Ft 51.7x . / 16.04 �O BUILDING COVERAGE COVERED Sq.FL LOT Sq.FL 4,717 Sq.Ft. 11,227 Sq.FL 142.0% v� lyo SOD BREAKDOWN=9 '10c)TOTAL LOT AREA 11,227 Sq.Ft. R TO CURB 1,224 Sq.Ft. �+ (' \06GROSS SOD AREA 12,451 Sq.FL \ �6j1" LI TABLE D O I.TIONS FOUNDATION SLAB 4,717 Sq.Ft �.� at3• �! LINE DIRECTION LENGTH DRIVEWAY 1,108 Sq.Ft. r� yf LI(P) N5718'44'E 60.22 LEAD WALK 93 Sq.Ft.F SIDEWALK AREA 320 q.Ft. L2(P) N5409'2B'E 80.12 SCVPAO(SGE OOR GARA SER �9� 46 Sq.Ft. �i. WATER/CONSERVATIONO Sq.Ft. \ CURVE TOTAL DEDUCTIONS 6.284 Sq.Ft ' \ CURVE RADIUS ARC GTH CH OR IRECTION CHORD LENGTH DELTA NET SOO AREA 8,187 Sq.Ft. f� 25.00 21.0 S3313'03'E 20.41 4811'23' C2(P) 50.00 1.68 S1005'DB'W 1.68 135'34' GENERAL NOTES: 1.BEARINGS ARE BASED ON THE CENTERUNE OF ATLANTIC BEACH COURT AS BEING N5718'44'E. 2 ORA]AGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVE)1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE-X&X(SHADED)&AE(6)"AS DEPICTED PER LOMR-APP CASE 114-04-0427P,DA D DECEMBER .2014,ALSO CE THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077.PANEL NUMBER 0406H,DATED,JUNE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT W PERSEOE S INFORMATION.INOUIR SHOULD BE MADE TO THE COMMUNITY'S ROOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBUC WORKS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 19BB. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF SITE PLAN. 6.ADDITIONS,DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED THE SIGNING SU R. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. B.ENTRIES&PATIOS DEPICTED AS DITENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE.AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING.EASEMENTS OR FREEDOM OF ENCUMS CES CO THIS ON PUN WAS NOT IN AND AN IRE LT DEFINE ANY WETLANDS HE RESP ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR SDICTIDNAA LINES OF ANY FECJ5�STq]E�ECLON�OR-LOCftL ACETIC`BppRO qBD-� COMMISSION OR OTHER ENTITY AND ANYODELILIABILITY ATE OR DEFINE W T NOT THE IRON RESPONSIBILITY EN THE UNDEITS,WILD P U B L C W o R K 13.UNLESS A COMPARISON IS MADE,MEASURED SEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES 14.THIS SITE PUN IS BASE)ON INFORMATION AS PROVIDED BY THE CLIENT. 1S BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY UNES UN 7HERW15E NOTED.Ali ILDINC TES ARE SHORN TO THE FOUNDATION. 16.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 18.PUBUC DIMENSIONS BREFER DEWALTO THE DEPICTED HEREON HCURRENT�SET OFED ON THE CNSTRUCTICONSTRUCTION N PLLANS. THERE 5 MAXIMUM 21,5 SLOWNOPEFOR ON INFORMATIONAL ALL SIDEWALKS. �DEWALK AND S ONLY AND NOT TOSMAELE�UPO FOFLC �U �O• EE DAA ST ND EES.CROS NOT SLOPES SHALL BE NO MORE THAN 2R THE PORTION OF THE SIDEWALK WNICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL 0 MEET THIS IREMENT.ALSO FNll1.•N8��11�511 I.IDRAIN GE WITHIN THE SIDEWALKDEPICTED I I DENIED 19.DRAINAGE MUST MAIN DEPICTED MAY VARY IN PRO REFER TO ENGINEERING PLANS FOR CORRECT DRAINAGE E S._ .. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINA POSES NOT APPLICABLE TO DEPT PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVER HOMES HARTRAM TRAIL SUI NG. INC. = p LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS Mr- "Ura" 1601 COUNTY ROAD 915 SUITE NO. 108 (804 284-2224 v. m GREEN COVE SPRINGS, FL 32049 FAX (904 284-2258 CERTInCATE OF AUTHORIZATION LB #891 _ `�� a» COPYRIGHT © 2017 NOTATION: F.I.R.M.FLOOD ZONE X(N/A)&X(SHADED) 'I HEREBY CERTIFY•that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: AE(5) ri.,..= o�.r..imvr the results of a field survey made under my responsible search of title,and therefore the undersigned and Bartram """` ..sem direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 G406H 6/3/13 � Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP 14-04-0427P, 12/22/1 Boor of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way,setback lines,overlaps, 5J-17 F.A.C.; Pursuant to section 472.027,FloridaFB/P G. Boundary ttt a disputes,agreements, the reservations or other N/A statues,subject to oil notes and notations shown hereon, similar matters which may appear in the abstract,or search. N/A MAY 30,2017 This survey Is prepared and certified for the exclusive use of DATE: 5/26/17 ��' 1'030' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349-17-035 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY:TJ CHECKED BY: MEB SHEET-!---Cl` 1 °M �- e ., - , `�6 , .; � , e, . _�. �! SITE PLAN LOT 26 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. - -SETBACKS-FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; / YD EXCEPT FA AyLOTS,FOR WHICH THE NON-ADDRESS FACETTO E MINIM RI HMT OF SHALL BE 10 FEET FROM GARAGE OR BUILDING GRAPHIC SCALE NOTE*• 30 0 15 30 PER ARB,FINISH FLOOR ELEVATION 8.5 MUST BE 24'ABOVE GRADE ( IN FEET ) Oo (� FLOOD ZONE e e 1 inch = 30 & ids` `0 X• GF 3.46' o 5.81' -0 l c �. S e i•• X Gj, FLOOD ZONE NSHAOED) s y�.:;•. ,yy. ca3 •g• 'S.\ 5.87' vq .' .•o. °�. LV,,Pp.I go`�``94p FLOOD ZONE �� A� P� V\ • .• m � 9.4 'by ' n 'd 8.0 DENOTES PROPOSED CONCRETE to 6.06' ® DENOTES PROPOSED PAVERS �� 6T' J �� .� RQ ❑°T DENOTES CHEMICAL TOILET '+- DENOTES FUTURE 4" TREE IMPERVIOUS COVERAGE 5.93' l\ 6 IMPERMOUS Sq.FLI LOT Sq.FL 1c 1 15.97' 5 9.1, 5,799 Sq.Ft. 11,227 Sq.FL 6.3 51.7x \ / �''•_ 16.04' Q BUILDING COVERAGE / q�l COVERED Sq.FIL LOT Sq.FL x 6�\ 4,717 Sq.Ft. 1 11,227 Sq.FL 4205 J �]•_ rs Q N `y0 SOD BREAKDOWN OOl TOTAL LOT AREA 11,227 Ft. \ �.J R W TO CURB 1,224 Sq.FL- (, �1 191 GROSS SOD AREA 12,451 .FL `y 7.� `Fj 1• UNE TA E DEDUCTIONS '(,j, FOUNDATION SLAB 4,717 Sq.Ft ry1• 4► UNE CTION LENGTH DRIVEWAY 1,108 Sq.Ft. 1',V LEAD WALK 93 Sq.FL1(P) 57'18'44'E 60.22 L 1-2(P) N54O9'28'E 80.12 SIDEWALK AREA 320 Sq.Ft. A/C PADS)&GARAGE SERVICE DOOR SLAB 46 Sq.Ft. WATER/CONSERVATIONO Sq.Ft. CURVE TABL TOTAL DEDUCTIONS 6,284 Ft. CUR I RADIUN ARC LENV CHORD DIRECTI CHORD LENGTH DELTA NET SOD AREA 6,187 Sq.Ft ) 1 25.00 21.03 S3313'03'E 20.41 4811-23- 12(P) 1 50.00 TSB oOs'OB'W 1.50 1'55'30 GENERAL NOTES: 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTO BEACH WORT AS BEING N5718'44E 2 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAW 198$ i 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE-X h X(SHADED)k AE(6)'AS DEPICTED PER LOMR-APP CASE/14-04-0427P,DATED DE BER 22,20 ALSO REFERENCE THEI ODD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,.RINE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUP SEDE SAID INF MARON.INQUIRIES SH BE MADE TO THE COMMUNITYS FLOW PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAW 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES k NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS PLAN. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY. E SIGNING SURVE R. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. S.ENTRIES B PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED @ NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE To REMAIN NATURAL.VEGETATIVE.AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE ZONING,EASEMENTS OR FREEDOM OF ENCUMBR CES 12 THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WLDUFE HABITATS OR RISDICTIONAL LINES OF ANY FEDERAL STATE REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES UN OTHERMSE NOTED. BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE AND TO TEE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. I8.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTON PLANS THEY ARE SHOWN FOR INFORMATION PURPOSES ONLY ARE NOT TO BE RELED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2S SLOPE ON ALL SID EW S.ALL SIDEWALK FLATWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2L THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON ALL ALSO MEET S REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED TO THE E SIDEWALK CT 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO RAINAGE PUR ES. PREPARED FOR:RIVERSIDE HOMES TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITS NO. 108 (904 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904 284-2258 CERTIFICATE OF AUTHORIZATION LB #69 1 _ COPYRIGHT © 2017 NOTATION: F.I.R.M.FLOOD ZONE X(N/A)&X(SHADED) l7"a° muoac}c e'°o" 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: AE(6) ruu.= on®.x w,.mo,r the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 D406H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP 14-04-0427P, 12/22/1 _ ,'u _m101p Np1Amo, Board of Professional Surveyors and Mappers,Chapter of easements,Rights-of-way,setback lines,ovedaps, 5J-17 F.A.C.; Pursuant to section 472027,FloridaFB/PG- Boundary Line disputes,agreements,reservations or other statues,subject to all notes and notations shown hereon. similar matters which may appear In the- a ar eR mem"ar u,ien u��,�,®m Y P P � 2 Q-� N/A MAY 30,2017 This surve is re ared and certified far a .30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surve r and 17-035 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY:TJ C CKE B SHEET 1 OF 1 { }NOT APPLICABLE TO DEFT x`" h��f r 1 � �. 41 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247=5826 Fax (904) 247-5845 Job Address: 539 Atlantic Beach Drive Permit Number: s Legal Description Lot 26 Atlantic Beach CountLy Club Unit 2 67-132 08-2S-29E.258 Parcel# 169505-1425 Floor Area o Sq.Ft. q.Ft Valuation of Work$ 950,000 Proposed Work heated/cool6d 3972 non-heated/cooled 768 Class of Work(circle one): -New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No /A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N.FL Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional) lbishopQmyriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip= Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC1254135 Architect Name&Phone# Michael Stauffer 904-471-2552 Engineer's Name&Phone#Hulsberg 904-886-2401 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 4pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the 'ssuance of a permit and that all work will be performed to meet the standards of all laws regulating construction,in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six6)months at any time after vork is commenced. I understand that separate permits must be secured for Electrical"'Work,Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, ranks 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. hereb y e certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this of work will be complied with whether specified herein or not. The granting of a permit does notpresume to give authority to violate or cancel Me provisions any other federal,state, or local law regulating construction or the performance of construction. signature of Owner _i Imo,^n' Signature of Contractor 'rint Name ...Y.�':!�....... �� ................................... Print Name ...:Y•..L ........�.� ......................... 'worn to and subscribed efore me Sworn 1p and subscribed before me lis Day of � 20 this Day of Q 6D�r 20, 7 t Publictaffy Publ r Revised 01.26.10 LINDSEY M.BISHOP j Notary Public-State of Florida ,.,'PpV Pa,e c,=oo`�1 �i's Commission#FF 946204 = + a`• LINDSEY M. BISHOP Notary Public-State of Florida My Comm.Expires Jan 19,2020 Commission*FF 946204 rats My Comm. Expires Jan 19,200 20 I_% 1 City of Atlantic Beach APPLICATION NUMBER o� t Building Department (To be assigned by the Bu_ilding Department:) 800 Seminole Road AR I _ Atlantic Beach, Florida 32233-5445 - F.cJ(� -y ` 'Z _ Phone(904)247-5826 • Fax(904)247-5845 �f r3l, E-mail: building-dept@coab.us Date routed 1 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S39 Department review required Ye No '41111- Applicant: Ho Planning &Zonin Tree Administrator Project: S I ->�C= ublic Works PublicUtilitie Public —a"e y Fire Services ;Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection cr_ 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. ❑Not applicable (Circle one.) Comments: 6 G d I / dN � ma_ _e PLANNING &ZONING Reviewed by: f' • Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [_-]Not applicable PUBLIC WORKS Comments: / PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: / FIRE SERVICES Third Review: []Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date:_ Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 ' Telephone(904)247-5800 -FAX(904)247-5845 REVISION REQUEST SHEET OROFFIC E COPY CORRECTIONS TO REVIEW COMMENT Date: I I f,2-? 1 7 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Add : 5:D 5 Contractor: y �( ,,t�s Contact Name: Contact Phone : Ce- , Revision/Plan Check/Permit Fee(s)Due:($ -50,0p Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing belo . (print name) Zz_,� t2affirm that the above revision is inclu ' e t proposed changes. ' t 1��2Ir� Sl dhlre COntr Ctor/Agent(contractor must sign if increase in valuation) Date Office Use Only Date: 7 Approved: Rejected: Notified by: Plan Review Comments: _DgpadMnt review required Yes No ■�UilCiil� _ nning &Zoning Tree A ministrator Plans Examiner ubiic Works Public Utilities : - 1�^ 1 -1 -2~! � Public Safety Date Created 4113/16 Rev.3 'Fire Services BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 539 Atlantic Beach Drive Permit Number: RES f 7 0 Legal Description Lot 26 Atlantic Beach Counti Club Unit 2 67-132 08-2S-29E.258 Parcel# 169505-1425 Floor Area o Sq.Ft. S7q.Ft Valuation of Work$_950,000 Proposed Work heated/cooled 3972 non-heated/cooled 768 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No /A . Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional) lbishop@myriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip = Office Phone 904-503-7055 Job Site/Contact Number Same Fax_#N/A State Certification/Registration# CBC1254135 Architect Name&Phone# Michael Stauffer 904-471-2552 Engineer's Name&Phone#Hulsberg 904-886-2401 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 installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null znd void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools, urnaces,Boilers,Heaters, 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. 'hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this y e of work will be complied with whether specified herein or not. The granting ofa permit does notpresume to give authority to violate or cancel the provisions y any other federal,state, or local law regulating construction or the performance of construction. >ignature of Owner Signature of Contractor Tint Name Print Name Oe_4 .......................................................................... ;worn,,tp and subscribed efore`me Swor3and subscribed before me his �S ]day of 20 this �Day of 20 AV&Publi9c tubl Revised 01.26:10 LINDSEY M.BISHOP i Notary Public-State 0f Florida ;osPRYP6ai'% LIPJDSEY M. BISHOP Commission#FF 946204 My Comm.Expires Jan 19,2020 `N F Notary Public-State of Florida Commission #FF 946204 MY Comm.Expires Jan 19,2020 OFFICE COPY DO I�'®'r wFSTE BEg-,®w-• ®�+E�CE USE��IJC,7t� Applzca e Codes:20,IOFLORIDABUILDING CODE �e��Re,�uZt fcxrcle ®ne)• Approved Disapproved , - Appr®ved wI Co ditio-us Review Initials/Date: DeyeZopm.eut Size Habitable S ace p ` To Habitable,2-q�9 S IRpervious area ✓ s-cella-n eous Information. ►ccupancy Group -3 ype of Constnaction amber of Stories nig District CG X. Occupancy Load Spril1fders.Required A Zone � di ions/c omments: OFFICE COPY Atlantic Beach Country Club lot 26 539 Atlantic Beach rive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer 1093 AIA Beach Blvd., Ste. 330 St.Augustine Beach, FL 32080 t X11 0CT 2 0 2011 OFFICE COPY SITE PLAN LOT 26 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. •SETBACKS•' FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; EXCEPT CORNERAGUBLE-FRONTAGE LOTS,FOR WATCH THE NDN-A111E55 / FRONT DE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING GRAPHIC SCALE FACE FRONTO BACK OF RIGHT OF WAY. 300 15 30 NOTE. 9.5 PER ARB, FINISH FLOOR ELEVATION MUST BE 24'ABOVE GRADE ( IN FEET ) 6?41 °aR 1 inch = 30 ft 1 s1r a �ip REVISION 5.81' as 13P# PZ ES 17 -a Z2, 1 ,D.SY 05. es •.\ DATE/ I ,ill ::. •:.:$: �Pie \� s., SIGNED r ... �Q. •�60p� ,�6 / 6.75' .', .;•._GOi�9•.' _�` l ,• 4.59' .. IS J7 �e ,VPeF SR 0 J1 P 0•t'q \•"c �C� 6WDd M1&00Q�Cva�.i': `AiI.16•ddJ�`� \ � 7.43' 9.4 a 8.0 DENOTES PROPOSED CONCRETE 6.06' \ e P1 U ® DENOTES PROPOSED PAVERS a 3a Q DENOTES CHEMICAL TOILET '+- DENOTES FUTURE 4" TREE O= / W' °t IMPERVIOUS COVERAGE 5.93" �{ e IMPERVIOUS Sq.Ft LOT 15.97. / 1'� 5,799 US FL 11,227 Sq.FL 51.71 b.3 ` .. /,y�j1' ,6.04' G� BUILDING COVERAGE mss\ /GL COVERED Sq.Ft LOT Sq.Ft. R 6�\ 4,717 Sq.Ft. 11,227 Sq.FL 42.0. e N. SOD BREAKDOWN TOTAL LOT AREA 11,227 Sq.Ft 1 R/W TO CURB 1,224 Sq.Ft GROSS500 AREA 12,451 Ft DEDUCTIONS E . �� \ �. C\(rj1• LINE TABLE D n HUCnorTc FOUNDATION SLAB 4,717 Sq.Ft. g 4,! UNE I DIRECTION JUENGTH DRIVEWAY 1,108 Sq.Ft. y� Ll(P) N57-18-44•E 60.22 LEAD WALK 93 Sq.Ft. L2(P) N54-09'28'E 80.12 SIDEWALK AREA 320 Sq.Ft. A/C PAD(S)h GARAGE Sq.Ft. 9� SERVICE DOOR SLAB 46 WATER/CONSERVATIONO Sq.Fl. \ CURVE TABLE TOTAL DEDUCTIONS 6,284 Sq.Ft. �� CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA NET 500 AREA 6,167 Sq,Ft. !L Cl(P) 25.00 21.03 S33'13'03•E 20.41 4811'23• GENERAL NOTES: C2(P) 50.00 1.6B S1005'OB'W 1.68 1.55'34• 1.BEARINGS ARE BASED ON THE CENTERUNE OF ATLANTIC BEACH COURT AS BEING N57T8'44•E. 2 ORAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVE)1998. 3.THE LANDS SHOWN HEREON DE WITHIN FLOOD ZONE'X(SHADED)'AS DEPICTED PER LOMB-F CASE/15-04-4216A.DATED MAY 4,015,ALSO REFERENCE T1/E FLOOD INSURANCE RATE MAP(F.I.RM.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,JUNE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUN17YS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES k NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6.ADDITIONS,DELETIDNS AND/OR ANY WRITIEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1•-30'OR SMALLER. 8.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES 12 THIS SIZE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. • 18.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRFIIT SET OF CONSTRUCTION PLANS THERE IS A MAXIMUM 2.SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS ORa- SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH TUE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED MINIM THE SIDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION B:REVISE SITE PLAN-CITY COMMENTS(11/9/17)(MEB) REVISION A:REVISE SITE PLAN-UPDATE FLOOD ZONE(6/30/17)(MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES HARTRALM TRAIL SURVEYING. INC. " .m. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1601 COUNTY ROAD 316 SUITE NO. 106 (904284-2224 v GREEN COVE SPRINGS, FL 92043 PAX (904 264-2268 CERTIFICATE OF AUTHORIZATION LB #69 1 _ COPYRIGHT © 2017 r°`�O-°°" ip°OP • NOTATION: F.I.P.M.FLOOD ZONE i. ° a,,,� 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X SHADED 7?,,,.= aa�".'°eL,,,,,,on,r the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 D406H 6/3/13 W_== Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-F 15-04-4216A, 5/4/15 Board of Professional Surveyors and Mappers,Chapter of easementFB/PG-Rights-of-way,setback lines, overlaps, ='� 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements•reservations or other N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. " m�e ear m crr H"ai w DATE: tSCALF- 30- N/A MAY 30,2017This survey is prepared and certified for the exclusive useof5/26/17 1'=FIELD WORK COMPILE MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and pRDJECT NO.: RON: the original raised seal of a Florida licensed surveyor and 1319-17-036 BTHOMAS P. HUGHES, P.L.S. mapper.STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: MEB SHEET 1 OF ..-. .� .^r4a, OFFICE COPY -FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3972 Builder Name: Riverside Homes Street: .3q P41" C' `$e ACh C-0 Lt-✓4 Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Mills Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4322.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4082.60 ft2 b.Frame-Wood,Adjacent R=19.0 127.50 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 112.50 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types (3110.9 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2946.00 ft2 6. Conditioned floor area above grade(ft2) 3972 b.Knee Wall(Unvented) R=0.0 164.90 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(725.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 397.2 a. U-Factor: Dbl,U=0.35 725.00 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 397.2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor: N/A ft2 b.Central Unit 24.0 SEER:14.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:8.20 SHGC: b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.912 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3972.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2946.00 ft2 b. Conservation features EF:0.860 b.Floor Over Other Space R=0.0 1026.00 ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.183 Total Proposed Modified Loads: 96.44 PASS Total Baseline Loads: 108.07 I hereby certify that the plans and specifications covered by Review of the plans and0�Z4E S7'gT� this calculation are in compliance with the Florida Energy specifications covered by this D Code. Digitally Di itall signed by Douglas R.St kes calculation indicates compliance DN:cn=Douglas R.Suckles,c=1_15,Douglas R.S ickles"o=A/CMastersHVAC,Inc S� with the Florida Energy Code. '•.` r•;;:�. „ O Date:2017.08.141335:43-04'00' PREPARED BY: Before construction is completed '� � DATE: this building will be inspected for Iii ;d compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CDD WE OWNER/AGENT: ��S BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 8/1 01201 7 2:00 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: RIVER3972 Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 5834 Lot# 26 Owner: Mills Residence Total Stories: 2 Block/Su bDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2946 29460 2 Block2 1026 9234 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2946 29460 Yes 3 2 1 Yes Yes Yes 2 2nd Floor 1026 9234 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 280.6 ft 0 2946 ft2 ---- 0.8 0 0.2 2 Floor Over Other Space 2nd Floor --_- ---- 1026 ft2 0 0.15 0 0.85 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3412 ft2 0 ft2 Medium 0.4 No 0.4 No 22 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2946 ft2 N N 8/10/2017 2:00 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 1920 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1026 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 164.9 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N=>NE Exterior Frame-Wood 1st Floor 19 12 9 10 127.5 ft2 0.23 0.75 0 2 W=>NW Exterior Frame-Wood 1st Floor 19 4 9 10 47.5 ft2 0.23 0.75 0 3 N=>NE Exterior Frame-Wood 1st Floor 19 36 10 360.0 ft2 0.23 0.75 0 4 E=>SE Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 5 N=>NE Exterior Frame-Wood 1st Floor 19 15 3 10 152.5 ft2 0.23 0.75 0 6 E=>SE Exterior Frame-Wood 1st Floor 19 20 10 200.0 ft2 0.23 0.75 0 7 S=>SW Exterior Frame-Wood 1st Floor 19 2 9 10 27.5 ft2 0.23 0.75 0 8 E=>SE Exterior Frame-Wood 1 st Floor 19 31 3 10 312.5 ft2 0.23 0.75 0 9 S=>SW Exterior Frame-Wood 1st Floor 19 16 10 160.0 ft2 0.23 0.75 0 10 W=>NW Exterior Frame-Wood 1st Floor 19 13 6 10 135.0 ft2 0.23 0.75 0 11 S=>SW Exterior Frame-Wood 1st Floor 19 28 9 10 287.5 ft2 0.23 0.75 0 12 E=>SE Exterior. Frame-Wood 1st Floor 19 13 6 10 135.0 ft2 0.23 0.75 0 13 S=>SW Garage Frame-Wood 1st Floor 13 11 3 10 112.5 ft2 0.23 0.01 0 14 S=>SW Garage Frame-Wood 1 st Floor 19 12 9 10 127.5 ft2 0.23 0.01 0 15 W=>NW Exterior Frame-Wood 1st Floor 19 17 3 10 172.5 ft2 0.23 0.75 0 16 N=>NE Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 17 W=>NW Exterior Frame-Wood 1st Floor 19 8 9 10 87.5 ft2 0.23 0.75 0 18 N=>NE Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 19 W=>NW Exterior Frame-Wood 1st Floor 19 11 6 11 9 135.1 ft2 0.23 0.75 0 20 S=>SW Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 21 W=>NW Exterior Frame-Wood 1 st Floor 19 15 6 10 155.0 ft2 0.23 0.75 0 22 N=>NE Exterior Frame-Wood 2nd Floor 19 36 9 324.0 ft2 0.23 0.75 0 23 E=>SE Exterior Frame-Wood 2nd Floor 19 33 9 297.0 ft2 0.23 0.75 0 24 E=>SE Exterior Frame-Wood 2nd Floor 19 2 2 4.0 ft2 0.23 0.75 0 25 S=>SW Exterior Frame-Wood 2nd Floor 19 12 3 7 85.8 ft2 0.23 0.75 0 26 E=>SE Exterior Frame-Wood 2nd Floor 19 2 7 14.0 ft2 0.23 0.75 0 27 S=>SW Exterior Frame-Wood 2nd Floor 19 11 7 77.0 ft2 0.23 0.75 0 28 W=>NW Exterior Frame-Wood 2nd Floor 19 2 7 14.0 ft2 0.23 0.75 0 29 S=>SW Exterior Frame-Wood 2nd Floor 19 12 9 9 114.8 ft2 0.23 0.75 0 30 W=>NW Exterior Frame-Wood 2nd Floor 19 2 6 9 22.5 ft2 0.23 0.75 0 31 S=>SW Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 32 W=>NW Exterior Frame-Wood 2nd Floor 19 18 9 162.0 ft2 0.23 0.75 0 33 N=>NE Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 34 W=>NW Exterior Frame-Wood 2nd Floor 19 19 6 9 175.5 ft2 0.23 0.75 0 8/10/2017 2:00 PM EnergyGauge®USA-F1aRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>SW Insulated 1st Floor None .46 6 6 8 40 ft2 2 S=>SW Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>NE 1 Vinyl Double(Clear) Yes 0.35 0.22 24.0 ft2 31 ft2 in 1 ft 0 in Drapes/blinds None 2 W=>NW 2 Vinyl Double(Clear) Yes 0.35 0.22 24.0 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 3 N=>NE 3 Vinyl Double(Clear) Yes 0.35 0.22 33.8 ft2 11 ft 8 in 1 ft 0 in Drapes/blinds None 4 N=>NE 3 Vinyl Double(Clear) Yes 0.35 0.22 128.0 ft2 11 ft 8 in 1 ft 0 in Drapes/blinds None 5 N=>NE 5 Vinyl Double(Clear) Yes 0.35 0.22 64.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 6 E=>SE 6 Vinyl Double(Clear) Yes 0.35 0.22 25.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 7 E=>SE 8 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft' 2 ft 4 in 1 ft 0 in Drapes/blinds None 8 E=>SE 8 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 9 S=>SW 9 Vinyl Double(Clear) Yes 0.35 0.22 37.5 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 10 W=>NW 10 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 11 S=>SW 11 Vinyl Double(Clear) Yes 0.35 0.22 60.0 ft2 10 ft 4 in 1 ft 0 in Drapes/blinds None 12 S=>SW 11 Vinyl Double(Clear) Yes 0.35 0.22 22.5 ft2 10 ft 4 in 1 ft 0 in Drapes/blinds None 13 E=>SE 12 Vinyl Double(Clear) Yes 0.35 0.22 11.3 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 14 W=>NW 15 Vinyl Double(Clear) Yes 0.35 0.22 30.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 15 W=>NW 17 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 16 W=>NW 21 Vinyl Double(Clear) Yes 0.35 0.22 11.3 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 17 W=>NW 21 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 18 N=>NE 22 Vinyl Double(Clear) Yes 0.35 0.22 72.0 ft2 11 ft 6 in 1 ft 0 in Drapes/blinds None 19 N=>NE 22 Vinyl Double(Clear) Yes 0.35 0.22 16.0 ft2 11 ft 6 in 1 ft 0 in Drapes/blinds None 20 S=>SW 25 Vinyl Double(Clear) Yes 0.35 0.22 30.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 21 S=>SW 27 Vinyl Double(Clear) Yes 0.35 0.22 27.5 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 22 S=>SW 29 Vinyl Double(Clear) Yes 0.35 0.22 30.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 23 S=>SW 31 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 24 W=>NW 32 Vinyl Double(Clear) Yes 0.35 0.22 25.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 25 N=>NE 33 Vinyl Double(Clear) Yes 0.35 0.22 6.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds r None 26 W=>NW 34 Vinyl Double(Clear) Yes 0.35 0.22 11.3 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 768 ft2 384 ft2 95.4 ft loft 1 8/10/2017 2:00 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000309 3224.5 177.02 332.91 .2934 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 48 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 24 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 48 kBtu/hr 1440 cfm 0.75 1 sys#1 2 Central Unit Split SEER:14 24 kBtu/hr 720 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ----Supply---- ----Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 397.2 ft Attic 99.3 ft2 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 397.2 ft Attic 99.3 ft' Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun rl Jul X Augrj Se Oct Nov Dec Heatinf X Jan Feb f Mar f Apr f May f Jun JulAuSep Oct H Nov X Dec Ventin [ Jan Feb X Mar [X]A r [ Ma [ Jun Jul [ Aug Se [ Oct Nov [ Dec 8/10/2017 2:00 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/10/2017 2:00 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. , Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4082.60 ftz b.Frame-Wood,Adjacent R=19.0 127.50 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 112.50 ftZ 4. Number of Bedrooms 4 d. N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=22.0 2946.00 ft' 6. Conditioned floor area(ft) 5834 b.Knee Wall(Unvented) R=0.0 164.90 ftZ 7. Windows- Description Area c. N/A R= t2 a. U-Factor: Dbl,U=0.35 725.00 ftZ 11.Ducts R ft a.Sup:Attic, Ret:Attic,AH:Attic 6 397.2 SHGC: SHGC=0.22 b.Sup: Attic,Ret:Attic,AH:Attic 6 397.2 b. U-Factor: N/A ftZ SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 48.0 SEER:14.00 SHGC: b.Central Unit 24.0 SEER:14.00 d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.912 ft. b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Z a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2946.00 ft EF:0.86 b.Floor Over Other Space R=0.0 1026.00 ftZ c.N/A R= ftZ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building i3OKE SPAT Construction through the above energy saving features which will be installed (or exceeded) �,o - _ �o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 0 Address of New Home: AtA ��h �w�City/FL Zip: ,, 1.1,GODwE . 233 *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 see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/10/2017 2:01 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per 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 approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 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 cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes 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 sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (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 handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/10/2017 2:01 PM EnergyGauge@ USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities 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(131C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/10/2017 2:01 PM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 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,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. Q R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 8/10/2017 2:01 PM EnergyGauge@ USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3972 Builder Name: Riverside Homes Street: Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Mills Residence Jurisdiction: 261100 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. d/ 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 L/ 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 top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists 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 unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. 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 cut to fit,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 t� sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 8/10/2017 2:02 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: RIVER3972 Builder Name: Riverside Homes Street: Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond.Floor Area:: 3972 sq.ft. Cond.Volume: 38694 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: 1 Pa cfm EgLA: 2 Pa cfm ACH: 3 Pa cfm ACH(50): 4 Pa cfm 5 Pa cfm SLA: 6 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 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 approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, .0S.J ST4 performance results demonstrate compliance testing shall be conducted by an with Florida Energy Code requirements in approved third party. A written '+++ C. r °,•�� accordance with Section R402.4.1.2. report of the results of the test shall ti ra„r `�%, ,y-�w.�•;'•` o be signed by the third party conducting the test and provided to �' n SIGNATURE: the code official PRINTED NAME: CDD WS T¢�5 BUILDING OFFICIAL: DATE: DATE: 8/10/2017 2:02 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 -�- wrightsoft� Manual S Compliance Report RIVER 72 Date: 0811/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 • -�, t Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 32844 Btuh Entering coil DB: 77.7°F Outdoor design WB:77.0°F Latent gain: 9362 Btuh Entering coil WB: 63.8oF Indoor design DB: 75.0°F Total gain: 42206 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1533 cfm Sensible capacity: 32200 Btuh 98% of load Latent capacity: 13800 Btuh 147% of load Total capacity: 46000 Btuh 109% of load SHR: 70% Head Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 38713 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1533 cfm Output capacity: 45500 Btuh 118% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1533 cfm Output capacity: 10.5 kW 93% of load Temp. rise: 68 OF Meets are all requirements ofACCA Manual S. 2017-Aug-11 09:25:50 ` ArmwrightSOW Right-Suite(E)Universal 2017 17.0.23 RSU13256 Page 1 Arm...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job: RIVER3972 ° - wrightsofta p Date: 08/11/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 • • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooffing Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 16775 Btuh Entering coil DB: 76.8°F Outdoor design WB:77.0°F Latent gain: 4809 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 21584 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance.Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 93% of load Latent capacity: 6660 Btuh 138% of load Total capacity: 22200 Btuh 103% of load SHR: 70% He • Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 20567 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 108% of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 7.2 kW 120% of load Temp. rise: 76 °F Meets are all requirements ofACCA Manual S. 2017-Aug-11 09:25:50 wrightsOf#' Right-Suitee Universal 2017 17.0.23 RSU13256 Page 2 ACCA ...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Project Summar Job: RIVER3972 - wrightsoft3 Date: 08/11/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.6944 • Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 26,Atlantic Beach C. C. Mills Residence Desi6n Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 44336 Btuh Structure 31938 Btuh Ducts 14944 Btuh Ducts 17680 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 59280 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 49619 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 9610 Btuh Ducts 4561 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 3972 3972 Equipment latent load 14171 Btuh Volume (ft') 38694 38694 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 63790 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 5.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' " wri Ihtsoft' R 2017-Aug-11 09:25:50 ^~ 9 Right-SuiteO Universal 2017 17.0.23 RSU13256 Page e 1 ACCP....rside Homes\ATLANTIC Beach CMABCC26(Mills).rup Calc=MJ8 Front Door faces:SE - Project Summary Job: RIVER3972 Wrightsof ° Date: 08/11/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax.904.722.8944 Proidet Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 26,Atlantic Beach C. C. Mills Residence Desi6n Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27099 Btuh Structure 19203 Btuh Ducts 11614 Btuh Ducts 13641 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38713 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32844 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 5800 Btuh Ducts 3562 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 2946 2946 Equipment latent load 9362 Btuh Volume (ft3) 29460 29460 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 42206 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0480000A0 Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 27 °F Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point= 29 °F Backup: Input= 11 kW, Output= 35897 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WriihtSot• Right-Suite® 2017-Aug-1109:25:50 A=, Uil 2017 17023 RSU13256 Page 2 /ACCk...rside Homes\ATLANTIC Beach MABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Prot SJob: RIVER3972 - wrightsoaft° Project y ummar Date: 08/11/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Prowict Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 26,Atlantic Beach C. C. Mills Residence .Desiin Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17237 Btuh Structure 12736 Btuh Ducts 3330 Btuh Ducts 4039 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20567 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16775 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3810 Btuh Ducts 999 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 1026 1026 Equipment latent load 4809 Btuh Volume (ft') 9234 9234 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 21584 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162148 Coil FB4CNP030L AHRI ref 9162148 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 °F Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point= 32 °F Backup: Input= 7 kW, Output= 24675 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w wri htSOft' Right-Suite�Universal 2017 17.0.23 RSU13256 2017-Aug-1109:25:50 f Page 3 ACCK...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE - +wrightsoft, Right-JO Worksheet Job: R Date: 08//11 11/17 72 /17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722,8944 1 Room name Entire House 1st System 2 Exposed wall 463.6 ft 280.6 ft 3 Room height 9.7 ft 10.0 ft 4 Room dimensions 5 Room area 3972.0 ft2 2946.0 ft' Ty Construction LI-value Or HTM Area (ftp Load Area (ft') Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 ne 2.58 1.46 1123 779 .2013 1139 695 445 1150 651 3A-2ov 0.350 ne 13.30 22.99 250 0 3325 5748 250 0 3325 5748 3A-2ov 0.350 ne 13.30 30.99 94 5 1250 2913 0 5 0 0 12E-0sw 0.068 se 2.58 1.46 983 895 2313 1308 668 580 1499 848 11 3A-2ov 0.350 se 13.30 22.83 48 10 638 1096 48 10 638 1096 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 IUD 0.600 se 22.80 18.36 40. 40 912 734 40 40 912 734 W 12E-Osw 0.068 sw 2.58 1.46 871 657 1698 961 490 370 956 541 LEI3A-2ov 0.350 sw 13.30 22.83 120 25 1596 2740 120 25 1596 2740 3A-2ov 0,350 sw 13.30 32.00 94 14 1,250._ 3008 0_ 14 0 0 Uf! 12E-Osw 0.068 nw 2.58 1.46 1107 988 2553 1444 733 650 1680 .950 I�-�-G 3A-2ov 0.350 nw 13.30 22.99 83 0 1104 1908 83 0 1104 1908 3A-2ov 0.350 nw 13.30 _ 30.99 36 0 479 1116 0 0 0 0 R 12B-0sw 0.097 - 3.69 1.73 240 216 796 373 240 216 796 373 I- .D 11J0 0.600 ne _ 22.60_ _ 18.36 24 _ 24 _ 547 _ 441 24 _ 24 547 441, P 16B-15ad 0.061 - 2.32 3.30 165 165 382 545 0 0 0 0 C _ 16X19-0ad_ 0.408 ne 2.15 _ 1.59 2946 2946 6339 4684 1920 1920, 4131 3053 F 19A-19bscp 0.049 _ - 0.00 0.00 0 0 0 _ 0 0 0 0 0 F' ._ .20P-19t 0.050 _ - 0.00, 0.00 0 0 0 _ 0 0 0_ 0 0. F 22A-tph 1.358 ne 51.60 0.00 2946 381 19640 0 2946 209 10765 0 6 c)AED excursion 0 0 Envelope loss/gain 46836 30158 29099 19083 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances/other 2900 1200 Subtotal(lines 6 to 13) 1 46836 34436 290991 21203 Less external load 2500 2500 2000 2000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44336 31938 27099 19203 15 Duct loads 34% 55% 14944 17680 43% 71% 11614 13641 Total room load 59280 49619 38713 32844 Air required(cfm) 2273 2273 1533 1533 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ WCC �ItSOfC" 2017-Aug-1109:25:50 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 'OC!"...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE t _rF wrightsoft° Right-JO Worksheet Job: R Entire House Date: 08//11/1711/17 72 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 2 Exposed wall 183.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1026.0 ft' Ty Construction Ll-value Or HTM Area (ftp Load Area Load number (Btuh/ft;-°F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 428 334 863 488 3A-2ov 0.350 ne 13.30 22.99 0 0 0 0 3A-2ov 0.350 ne 13.30 30.99 94 0 1250 2913 12E-Osw 0.068 se 2.58 1.46 315 315 814 461 11 3A-2ov 0.350 se 13.30 22.83 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 11 JO 0.600 se 22.80 18.36 0 0 0 0 w 12E-Osw 0.068 sw 2.58 1.46 381 287 742 420 3A-2ov 0.350 sw 13.30 22.83 0 0 0 0 3A-2ov 0.350, sw 13.30 _ '32.00 94. 0 1250 3008 Vel 12E-0sw 0.068 nw 2.58 1.46 374 338 873 494 C 3A-2ov 0.350 nw 13.30 22.99 0 0 0 0 3A-2ov 0.350 nw 13.30 30.99 36 0 479 1116 `1_0 12B-0sw 0.097 - 3.69 1.73 0 0 0 0 _0 11J0 0.600_ne 22.80 18.36 0 , 0 0 0 P 16B-15ad 0.061 - 2.32 3.30 165 165 382 545 C, 16X19-Oad:_ 0.408 ne 2.15 . 1.59 1026 1026 2208 1631, F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 _F`. 20P-19t 0.050 - _ 0.00;_ 0.00 0 0 _0 0 F.. 22A-tph 1.358 ne 51_.60 0.00 0 172 8876 0 6 c)AED excursion 0 Envelope loss/gain 17737 11076 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 1700 Subtotal(lines 6 to 13) 17737 13236 Less external load 500 500 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17237 12736 15 Duct loads 19% 32% 3330 4039 Total room load 20567 16775 Air required(cfm) 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCI Fttsoft' 2017-Aug-1109:25:50 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ...rside Homes\ATLANTIC Beach CCWBCC26(Mills).rup Calc=MJ8 Front Door faces:SE wCightsoft° Right-J®Worksheet Job: R Date: 08//11 11/17 72 /17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.6944 1 Room name 1 st System 1 st Floor 2 Exposed wall 280.6 ft 280.6 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2946.0 x 1.0 ft 5 Room area 2946.0 ft' 2946.0 ft' Ty Construction Ll-value Or HTM Area (f:2) Load Area (ftp Load number (Btuh/W--'F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 ne 2.58 1.46 .695 445 1150 651 695 445 1150 651 1--L 3A2ov 0.350 ne 13.30 22.99 250 0 3325 5748 250 0 3325 5748 3A-2ov 0.350 ne 0.00 0.00 0 50 0 0 3 0 0 12E-Osw 0.068 se 2.58 1.46 668 580 1499 848 668 580 1499 848 113A-2ov 0.350 se 13.30 22.83 48 10 638 1096 48 5 638 1096 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 11 JO,. 0.600 se .22.80 . 18.36 40 40 _ .912 734 40 - 40 912 734 w 1.2E-Osw 0'068 sw 2.58 1.46 490 370 956 541. 490 370 956 541 3A-2ov 0.350 sw 13.30 22.83 120 25 1596 2740 120 1!3 1596 2740 ,3A-2ov 0,.350 -sw-- 0.00_... 0.00 _._ 0: .- . . 14 -0 - 0 - -0 7. -_ 0 0 Vel 12E-Osw 0.068 nw 2.58 1.46 733 650 1680 950 733 650 1680 950 3A-2ov 0.350 nw 13.30 22.99 83 0 1104 1908 83 0 1104 1908 3A-2ov 0.350 my 0.00 0.00 0 0 0 0 0 0 0 0 R 12B-Osw 0.097. - 3.69 1.73 240 216 796 373, 240 216 796 373 _I-D 11JO _ _ - , _0.600 ,,ne __22.80 18.36 24..._ _.-24 _- ,_547 441_.- 24. _24.- 547 _.. . 441 P 16B-15ad 0.061 0.00 0.00 0 0 00 0 0 0 0 C_- .16X19 Dad. --. - _.- 0.408. ne. _ 2.15 1.59 1920 _ _ 1920 _-__,4131. 3053. _: 1920 1920 . - 4131 _ 30.53: F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 _0 d 0 0 F 22A-tph 1.358 ne 51.60 0.00 - 2946 209 10765 0 2946 209 10765-_ 0 6 c)AED excursion 0 0 Envelope loss/gain 29099 19083 29099 19083 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 29099 21203 29099 21203 Less external load 2000 2D00 2000 2000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27099 19203 27099 19203 15 Duct loads 43% 71% 11614 13641 43% 71% 11614 13641 Total room load 38713 32844 38713 32844 Air required(cfm) I 1 11533 1533 1533 1533 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^!• wri htsoft- 2017-Aug-11 09:25:50 t Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 .SCF-....rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJB Front Door faces:SE -r-wrightsoftn Right-JO Worksheet Job: R Date: 08//11/17 11/17 72 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name 2nd System 2nd Floor 2 Exposed wall 183.0 ft 183.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1026.0 x 1.0 ft 5 Room area 1026.0 ft2 1026.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLj. 12E-Osw 0.068 ne 2.58 1.46 428 334 863 488 428 334 B63 488 3A-2ov 0.350 ne 0.00 0.00 D 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 _30.99 94 0 1250 2913 94 0 1250 2913 12E- Osw 0.068 se 2.58 1.46 315 315 814 461 315 315 814 461 11 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 D 11 JO 0.600 se 0.00 0.00 0 0 0 0 0 0 _ 0 0 V1/ 12E-Osw 0.066 sw 2.58 1.46 381 287 742 420 381 287 742 420 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350._sw 13.30 .32.00 94 0 1250: 3006 _ 94 0 1250 3008 Upl 12E-Osw 0.068 nw 2.58 1.46 374 338 873 494 374 338 873 494 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 30.99 36 0 479 1116 36 0 479 1116 R 126-0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0 L-D 11,10 0.600 ne 0.00_ 0.00 0 , 0 0 0. 0 0 0 0 P 166-15ad 0.061 - 2.32 3.30 165 165 382 545 165 165 382 545 C_ 16X19-Oad 0.408 ne 2.15 1.59 1026 1026 2208 . 1631 1026 1026 2208 1631. F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 .F. ._ 20P-19t_ 0.050 . _- 0.00 0.00 0 0 0 0 0 0 0 0 F 22A4ph 1.358 ne 51.60 0.00 0 172 8876 0 0 172 8876 D 6 c)AED excursion D D Envelope loss/gain 17737 11076 17737 11076 12 a) Infiltration 0 0 D 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1700 1700 Subtotal(lines 6 to 13) 17737 13236 17737 13236 Less external load 500 500 500 500 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17237 12736 17237 12736 15 Duct loads 19% 32% 3330 4039 19% 32% 3330 4039 Total room load 20567 16775 20567 16775 Air required(cfm) 1 1 740 740 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WPI 2017-Aug-11 09:25:50 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 4 fit`...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Building Analysis Job: RIVER3972 - Wrightsoft, g Date: 08/11/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Projeict Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 D ' • Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ft2 Btuh % of load Walls 2.6 9755 15.8 Walls Glazing 13.3 9643 15.6 Ducts Doors 22.8 1459 2.4 Ceilings 2.2 6339 10.3 Glazing Floors 6.7 19640 31.8 g Infiltration 0 0 0 Ducts 14944 24.2 Piping 0 0 Doors Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments -2500 Total 59280 100.0 Component Btuh/ft2 Btuh % of load Walls 1.6 5770 11.1 Glazing 25.6 18529 35.6 Walls Internal Gains Doors 18.4 1175 2.3 Ceilings 1.6 4684 9.0 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 17680 33.9 Ventilation 0 0 Glazing Internal gains 4280 8.2 Blower 0 0 Adjustments -2500 Total 49619 100.0 Doors Ceilings Latent Cooling Load = 14171 Btuh Overall U-value = 0.218 Btuh/ft2-°F Data entries checked. 2017-Aug-1109:25:52 WCI htS0f " Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 1 ACCK ...rside Homes\ATLANTIC Beach CC\ABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Building Job: RIVER3972 +�- wrightsoft° g Anal sls Date: 08/11/17 Ist System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Projkct Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Desig" n Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 W, Heating Component Btuh/ft2 Btuh % of load Walls 2.7 6080 14.9 Walls Glazing 13.3 6663 16.4 Ducts Doors 22.8 1459 3.6 Ceilings 2.2 4131 10.1 Glazing Floors 3.7 10765 26.4 g Infiltration 0 0 0 Ducts 11614 28.5 Piping 0 0 Doors Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments -2000 Total 38713 100.0 Component Btuh/ft2 Btuh % of load Walls 1.5 3363 9.7 Glazing 22.9 11492 33.0 Walls Internal Gains Doors 18.4 1175 3.4 Ceilings 1.6 3053 8.8 Floors 0 0 0 Infiltration 0 0 0 Ducts 13641 39.1 Glazing Ducts Ventilation 0 0 Internal gains 2120 6.1 Blower 0 0 Adjustments -2000 Doors Ceilings Total 32844 100.0 Latent Cooling Load = 9362 Btuh Overall U-value = 0.187 Btuh/ft2-°F Data entries checked. t Wrl htSO " Right-Suite®Universal 2017 17.0.23 RSU13256 2017-Aug-1109:25:52 Page 2 ACCR...rside Homes\ATLANTIC Beach CCIABCC26(Mills).rup Calc=MJ8 Front Door faces:SE Building Analysis Job: RIVER3972 - .{- wrightsoft, g Date: 08/11/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Projdpt Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Desi'6n Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ft' Btuh % of load Walls 2.6 3674 17.4 Glazing 13.3 2979 14.1 Walls Ducts Doors 0 0 0 Ceilings 2.2 2208 10.5 Floors 0 8876 42.1 Glazing Infiltration 0 0 0 Ducts 3330 15.8 Piping 0 0 Ceilings Floors Humidification 0 0 g Ventilation 0 0 Adjustments -500 Total 20567 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 1.7 2407 13.9 Glazing 31.4 7037 40.7 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 1631 9.4 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 4039 23.4 Ventilation 0 0 Internal gains 2160 12.5 Glazing Blower 0 0 Adjustments -500 Ceilings Total 1 1 16775 100.0 Latent Cooling Load =4809 Btuh Overall U-value = 0.308 Btuh/ft2-°F Data entries checked. ^qwril htSO - 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I I a L amF6'otu LT------------------- I© I© L----------- ------------------- ------ -- I j 1—i -- ------------------ — --------------------------- I I j I I IT- FLANS ARE DRAWN IN ACCORDANCE WIN FLORIDA 13UILDMG CODE 5th EDITILN(7014)• SECOND FLOOR PLAN ti SMSIDENTIAL SCALE. I/4°-I'-0• ere opasw AT v enux.��e HVAC 2 UNIT LOCATED IN ATTIr Ta laaec 1.1/r1Cr1l IAlr_ vswTvr.Tv>a ava e+u.resrmwmut. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic Beach Country Club Lot Permit # Project Address: o- `G I a G BeAc4n A- As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use ®ff��_n� State# Local# A.EXTERIOR DOORS c ID` 1.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1,4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM El 300-04 Min 1/8" [emnered monolithic and insulated. 3.Sectional N/A 4.Roll up N/A 5.Automatic N/A 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-Wen W-2500 +50/-50,+35/-35 16085.2,16085.3 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A 8.Projected N/A 9.Mullion N/A 10.Wind breaker N/A 11.Dual action N/A 12.Garage Doors Haas Door Company 920 Approved for use HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660,41 16660.6 +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coming Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof GulfLok 26 ga.GulfLok 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 11651.16 R2 Category/Subcategory I Manufacturer I Product Description Limitation of Use State# Local# 5.Built- p roofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A 14.Cement-adhesive coats N/A 15.Rooftile adhesive N/A 16.Spray applied polyurethane roc N/A 17.Other N/A E.SHUTTERS 1.Accordion N/A 2.Bahama Custom made cedar 3.Storm panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.R1, 2197R2. 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board TJT 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A 7.Material N/A 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-R1 Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 1 N/A 2. 1 IN/A In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) Matthew Roberts (Signature) Company Name: Riverside Homes of North Florida Mailing Address: 12276 San Jose Blvd.,Ste.120 City: Jacksonville State: FL Zip Code: 32223 Telephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number:( ) E-mail Address: G61 �Coz� FLORIDA 4DUCT AP PROVA L SUPPLY & MANUFACTURING WAW T- L[ 0'K ® ® i . ® ® • e O PLYWOOD FLORIDA PRODUCT APPROVAL M 11651.16 BE TM Product Evaluation Report OFFICE COPD GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. GulfLokTM 16" Wide Roof Panel over 951.32" Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. ++►�' ►,,, 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ',GENti S� No. 75519 Engineer Evaluator: Dan Kuhn, P.E. #75519 STATE OF Q Florida Evaluation ANE ID: 107434 OR '.,�,�;.• ,c Validator: ,,,, ++ Locke Bowden, P.E. #49704 oil;301zo1S 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION ■ 1EJNGI V310 0 t •LANtBQ'ARATO�JL33498 ® 9• APPROVALFLORIDA, PRODUCT G61iCoa�r SUPPLY & MANUFACTURING 7M -IC '�2 GA. GIJIIFLO" 46"' -:EL OVER" I�jlr P WOOD UL FLORIDA PRODUCT APPROVAL M. 11651.16 DE TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum'S/3z" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/B" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A ''/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum75/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures =Areas Ass_embly A Assembly B Assembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf FasstaR Spacing, 5Ya"O.0 5Ys"PC 5'/8'C. Sealant No Yes No Clips. No No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION . /`W"- FLORIDAo , APPROVAL G uIfCozk SUPPLY & MANUFACTURING TM 26 GA. GULFILOM� 16" WIPE ROOF PANEL OVER I-5, 132-PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.16 Rig TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301 T-1 OA-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 PRODUCT , REPORT 11:670 ISLAND LAKES LANE,B 061 RATGN,-, . . ® . 0464 FLORIDA ® , G61iCoa st SUPPLY & MANUFACTURING LFTIVI LOK F 26 GA. GULFLOK 16' ® •OF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.16 RZ TM Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION . )"N ENOMEI"G7 . t i ` e .0 AD T ABLE G61iCoai SUPPLY & MANUFACTURING L FLORIDA PRODUCT APPR01/AL NO. 11651.16 R>2 TM ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood BLllldin.gs haui'ng a Roof Mean Helght<20'-©";RoofiSiope: 2"11.2" 12"!12" Gable or Hip Roof;Wind Speeds 12©- 18®mph, Exposure C, Risk Category II, Enclosed Bulld;ng, based-on Florida Building Code 2®14. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING Imim �-- yASSEMBLY A ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B . ZONE 3 =1pL� lASSEMBLY A ASSEMBLYWOOD 1.)PANEL DESCRIPTION: GULFLOK TM, MIN. 26 GA,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/8"O.C.ASSEMBLY A,-121.75 PSF AT 51/8"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51/8"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING& TESTING. 4.)PLYWOOD DECKING: MIN.15/32"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or zONE 2 HIP ROOF ZONE I` 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be 1a less than either 4%of the minimum width of the building or 3 feet. — ---------------- ,1 ASSEMBLYA �i\\�\ RIDGE i/ / I \ \ / ,' 16"COVERAGE \ \---------- ZONE — - I j ` I /// // ZONE1 \\ \\\ i \ \ / \ (1)#10-12 X 1"TYPE A PANCAKE ------------------� SPACING:SEE UPLI FT TABLE 7EAVE ASSEMBLY B ZONE 2 GABLE ROOF a 1/4"-5/16"DIAMETER BEAD OF TITEBONO SEALANT �— ----------------- a / I I C I i (1)#10-12 X 1"TYPE A PANCAKE i RIDGE I SPACING:SEE UPLIFT TABLE I ----- - - -------------- aASSEMBLY C W/CLIP ' I i (1) GufLok"CLIP 24 GA. ZONE 1 ---------------------- #1 " APAN CAKE SPACING:SEE UPLIFT TABLE ZONE 3 EAVE FL#11651.16 R2•JUNE 15,2015 tr, PRODUCT EVALVATION, UPOIFT 1/4•MIN. EMBEDMENT NAIL FIN INSTALLATION OFFICE COPY t 5 2'x4'or Masonry 2 MIN. DISTANCE 4 FROM EDGE 3/4' B'D.C. MAX. 4' MIN. DISTANCE THRU FlN CORNERS 1/4'SHIM FRFROM EDGE: 3/4• _ /'1/4' SHIM B•O.C. / MAX.TYP THRU FIN 2W Or Masonry 1 1/4' MIN. b FRAME SECTION (TYP) EMBEDMENT VERTICAL SECTION RarE:cmr e.d..s xm..FLnp.•mmd o„aay. 8 � 0 2 JAMB SECTION (TYP) HORIZONTAL SECTION Hate:oft A.W—NdN FI.W a Nand oper0o 11 DOOR wIOT11(142 ,/B•MAX.) 6 LJ ,/4'SHIM TYPICAL ELEVATION WITH FASTENER SPACING MIN. DISTANCE FROM EDGE 3/4' Max Frame I DP I IMPACT 142 1/8" x 95 1/2"1 +/-40 1 NO 2'x4'or Masonry Installed Fastener Schedule: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. All doors:install corrasion resistant#8 fasteners no more than 4"from each corner and 8"o.c.through the the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida nail fins on all sides of the door. Fasteners must be long enough to penetrate at least 11/4"into framing Building Code(FBC)and the industry standard requirement for the stated conditions. members. 2. Buck,framing and masonry by others and is responsibility of architect or engineer of record. 3. Install corrosion resistant#8 x 3"screws through lock keeper into rough opening. 3. All glazing shall conform to ASTM E1300. 4. Install corrosion resistant#8 x 2"screws through panel track into rough opening. 4. At minimum,glazing shall be tempered glass. 5. Install corrosion resistant#8 x 2"screws through fixed panel bracket into rough opening. 6. Install corrosion resistant#8 X 11/2"pan head fasteners in the sill 4"max.from the interlocks and 4"o.c. into subfloor. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations PROJECT ENGINEER: DATE: 3737 Lakeport Blvd noted. It is not intended as a guide to the installation process and does 11/10/2015 JELDVEN g p Klamath Falls,OR.97601 not address the sealingconsideration that may arise in different wall DRAWN BY: SCALE: y D.VeZO NTS Phone: (800)535-3936 conditions. For the complete installation procedure,see the instructions CHECKED BY: TITLE: packaged with the door or go to www.jeld-wen.com. C. Graetsch DISCLAIMER: ADRStokY: Siteline Clad Quad Sliding Patio Door This drawing and its contents are confidential and are not to be PARTV7PO433 reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 0 MIN. NAIL FIN INSTALLATION 8' O.C. MAX. FROM THRU FIN CORNERS F 1'YIN.EI�EDYENr T IF ,�F I C E ®P 2'a4'or Ywonry SHIM MAX t/4'YAX SHIM SPACE 14 D.C. sHtY sou;[ MAX. TYP THRU FIN 2"x4' or masonry WOOD FRAME SECTION (TYP)VERTICAL SECTION imcd.�e+.n..•xrar... 1" MIN. EMBEDMENT N v [9 W 1 CS 1 i FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NOM Caulk barwn NatOrp Danp•!Weed OpaNnp. 1/4'MAX OPERATING DOUBLE HUNG WINDOW SHIM'.e rM Max Frame DP IMPACT 'rt4'or Ya.onry -7 r� NDOW WIDTH (33 3/8' MAX.)-- :Ok�R33 3 x /G +/-50 NO TYPICAL ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: General Notes: 1. All windows:Install corrosion resistant#8 fasteners no more than 4"from each corner,8"o.c.through the 1. The product shown herein is designed and manufactured to comply with the current edition of the nail fins on head jamb and sill,and 14"o.c.through the nail fin on the side jambs of the window. Florida building code. Fasteners must be long enough to penetrate at least 1"into framing members. 2. Buck,framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. PROJECT ENGINEER: DATE: 11,26,12 3737 LAKEPORT BLVD.This schedule addresses only the fasteners required to anchor the DRAWN BY: SCALE: JEL]3VEN KLAMATH FALLS OR,97601 window to achieve the rated design pressure and impact performance D.Vezo NTS PHONE: (541)882-3451 (where applicable)up to the size limitations noted.It is not intended as CHECKED BY: TITLE: a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions.For the D. Stokes A complete Installation procedure,see the Instructions packaged with the APPROVED BY: VV-2500 Clad Double Hung Operator window or go to www.jeld-wen.com/resourcesfinstallatian. - Nail Fin Installation (33 3/8" X 72" DISCLAIMER: PART/PROJECT No.: This drawing and its contents are confidential and are not to be D006722 reproduced or copied in whole or in part or used or disclosed to others IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEEr except asaulhorfzedbyJELD-WEN Inc. SJW2012-108 Rantoul - Illinois BldrCLDHO erinstall a 1 of 1 OFFICE COPY A,. �'�� plastpro a��o ��-dM 5200 W. CENTURY BLVD. -N'..I Z .4—, o -w` � LOS ANGELES CA 90045 � "";� ��` ' '�i/��Tr�c p�� o roi m Z° rm� a N•• 4`^ v Z -Z U `o 's omm ONE1ITE SERIES N up J 74.00"MAX.OVERALL FRAME WIDTH� \ � a �v m a a� v E 1. oZ FLUSH GLAZED FIBERGLASS DOORS =w INSWING/OUTSWING "NON-IMPACT" z 0 (D Z Ci 0 w ° En LO 5 m at LO 0 � w GENERAL NOTES w a m a 2 LL r a 3 w = U UM s 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida < o o Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" LL n a a (HVHZ). a a w � O Y>- �m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to p o O base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be g o o protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. a a y z G 4. For 2.stud framing construction,anchoring of these units shall be the same as that shown W N for 2x buck masonry construction. — o rr a 5. Site conditions that deviate from the details of this drawing require further engineering W analysis by a licensed engineer or registered architect. o a � i TABLE OF CONTENTS m o° SHEET# DESCRIPTION N a a 1 Typical elevation,design pressures,&general notes o 2 Door panel details OVERALL OVERALL DESICyNPR�38URE(PSF); i F ;SWING FRAME D L'O GLASS Z W 3 Horizontal cross sections DI1vtNSIOry. DlMENSlON, NPE POSITIVE 'NEGATIVE DATE 02115112! i 4 Vertical cross sections 5 Buck and frame anchoring-2X buck masonry constructionSCALE N.T.S. INSWING 74.00"x98.00" 21.00"x79.00" +47,5 -47.5 6 Frame anchoring-1 X buck masonry construction G I DWG.BY. JK m' 0 7 Enduraastragal details cHK.BY. LFS 3 8 Bill of materials,glazing detail&components OUTS WING 74.00"x 96.50" 21.00"x 79.00" +50.0 -50.0 DRAvnNc No.: — FL-15215.9 " p o SHEET I OF 8 N V R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,2.9 9525'MAX.DOOR PANEL HEIGHT 79.00"MAX.D.L.O.HEIGHT---{ 4 o a 0 z O v �� X ;� N N 1-'O \\ OO Z � A m Cmr O O N O N O� p H N '; � W O 00 m�0 N� U —� in oO o� _ n� f7 �. 1.13" —^i 1.13 h-- rn N. Fes— Z � � a � A >o 0 0 fil H Rf � g y c: MN z m F� 1.59" a V a V r.Aj O U 1.75" —1J1L_ pe _ A T ®7 n 2 Z o O _ m N N m " m a .o y O Z7 O :, O70 No.43409 PRODUCT: Doeumente Prepared By: ,y `m-1 to ra PLASTPRO INC. Lyndon F. Schmidt �i��••••RORIDP:'G\lam INo Z FIBERGLASS DOOR P/•/E�. No. 43409 �i� �fVAl.l o N r- -i cn PART OR ASSEMBLY: 5K W,BUILDING CONSULTANTS• INC. 1 04/22/75 UPDATE 70 5TH ED. (2014) FBC JK P•O. Box 230, Valrico• FL 33595 ICO tD n NO. DATE BY DOOR PANEL DETAILS tl li l/I/YYY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ©2012 R.W.BUILDING C-ULTANT6 INC. 1-IMMIN. 1 2 EMB.(TYP.) 4,�:• n o � 4 4 21 20 4 C c> =Nil z° * F' m z 00 o 0 m z / m a N •• a = Z aZU m 40 7 N a �t sdrm 1 g INTERIOR o \ !a m n a m 3 � X18 � X 3 ` 4 e az CW J� r2 3 g EO 0 EXTERIOR 10 11 H d &�2 & 9 VE m J Q p 4 NTAL HORIZOCROSS SECTION_ a L', Z 3 Shownw/1Xsub-buck a _ C, 3 U K N o a � 1-1/4"MIN. 3 4 0 _ EMB.(TYP.) 4 4 1-1/4"MIN. �a a EMB.(TYP.) NOTE: U m C O.1S' 1.As noted in the test report astragal was attached 0,15, C e C'SINK to the inactive leaf with(1 1)#8 x 3"psh sms and C'SINK — m 3 L (TYP.) (6)#10 x 2-1/2"pfh sms for all 8'-0"(outsw ng). (TYP) I L d a Astragal was attached to the inactive leaf with 20 21 (13)#8x3"psh sms and(6)#10x 2-1/2"pfh sms 21 20 e $ o for all 8'-0"(inswing). z na w O a 65 N 40 INTERIOR 40 40 INTERIOR 0 Z aW m o -51 O 2 Z > n Z U d DATE.02/15/12 i K 11 11 EXTERIOR M 1 SEE EXTERIOR 11 11 K SCALE: N.T.S. 9 8 11 d 27 2 NOTE 1 9 11 B Bwc.eY: JK m cCHK.BY: LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E BlaINc NO.: 3 OutTn shown-inswing 3 Outswing shown-Inswing 3 swing shown-inswing FL-15215.9 also approved also approved also approved N SHEET 3 OF B v z' R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.9 1-1/4"MIN. EMB.(TYP.) rn X X � M M (� m o O O OC oC a C A D Q O SOA 0 02 �n °fes =o El iT 3.y a O v Mrn Z 14 (O Z O C �7 � v O n 0.15' ° CSINK °.< rn (TYP.) r d,. 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) WW W A rn a n'I t. " a m c n ?.y n Q 0 �y 0 M C N o A = v v Q 0 n Z P ° m m 1-1/4"MIN. EMB.(TYP.) F,SC1i1yj o� / 2 No.43409 Ytz.rS -� T "' a PRODUCT: Dacurn-t.Pnpcnd By. PLASTPRO INC. Lyndon F. Schmidt '�� 0�•'(j�� IP o Z\ RBERCLASS DOOR P.E. No. 43409 ,D, N r -1 to PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC. ICn '1 (n 1 04 22 15 UPDATE TO 5TH E0. (2014) FEC JK VERTICAL CROSS SECTIONS c/l.�P.O. Box 230, Valrlco, Ft 33595 � eo to NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2012 R.W.BUILDING C—IJI—NTS INC. 4" 4.5' l l l l l l 1 z * yp` <_ I I sQ SEE DETAILin /till Il a o a•: 1/ JE TYP.HEAD I MASONRY TYP.HEAD& I I .a a 0 o z MASONRY J — JAMBS I I N e m z m•o OPENING &JAMBS I OPENING " E o S q 0 D- c w o Oz — 1 ASTRAGAL I I ; o L ASTRAGAL I FRAME SHOWN FOR I n u ° a SHOWN FOR REFERENCE I I =o REFERENCE II } NZ 2X BUCK ONLY ONLY I I v I I J _ O 2X BUCK II 11 o "o II II I 11 J WU SEE DETAIL I TYP,p SILL 11 �z 11 11 a YU 11 0 o mm a a BUCK ANCHORING HINGEJAMS FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL m Masonry 2X buck construction a V L 3 s 0 e 28 rn CONCRETE ANCHOR NOTES: d O 1. Concrete anchor locations at the comers may be adjusted to maintain the min. En M x edge distance to mortar joints. ❑ • • LL 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to ° maintain the min.edge distance to mortar joints,additional concrete anchors y] may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: DETAIL z MIN CL�ARANC .MIN CLEA(tANCE m ;ANCHOR NCHOR MIN 3 w TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT LATCH 8 DEADBOLT DETAIL ' a EDGE :...... ... ..ANCHOR z z ITWF ® 1/4" 1-1/4" 2" 4" 01 Z °o w TAPCPCON Bore 02/15/12 z UL RACONe 1/4" 1,1/4„ 1" 4" SCAM N.T.S. iTW ® 3/16" 1-1/4" 3" 1-1/2" 3 owc.BYJK m o TAPCON N CHK.BY. LFS 3 >n WOOD SCREW INSTALLATION NOTES: owvnNc No.: N DETAIL 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of 1 DETAIL 1 FL-15215.9 0 wood screws to prevent the splitting of wood. Inswing configuration Outsw ng configuration sH�r 5 op 8 N 8 V K ............ i n d 00 =N'7 z D I I SEE DETAIL ... q .......... o n o z U N TYP.HEAD& tr,a 9 Z a Z. o Em m m JAMBS u g 9 0`o a 2] N MASONRY I I \ ° a m d a OPENING v 9 o II E oz LATCH&DEADBOLT DETAIL �w I o 3'`d II ASTRAGAL Y SHOWN FOR m~ 9 FI ui FRAME I I REFERENCE ONLY z o -0 ZLn 11 3 11 11 II D dam w., wo o Q m(j _ � 11 FI R d o Cn IXBUCK I I a a II �} F m HINGE DETAIL SEE DETAIL I I TYP.@ SILL 3 „)n L N u) V d y Z i W Ln CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortar joints. 2. Concrete anchor locations noted as"MAX ONCENTER"must beadjusted to HINGE JAMB FRAMEANCHORING ASWGAL STRIKE JAMB Masonry 1 X buck construction maintain the min.edge distance to mortarjoints,additional concrete anchors o ti may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. - 3. Concrete anchor table: w ;"o :ANCHOR ANCHOR MfN MIN CLEARANCE MIN CLEARANCE; N o o TMp , TO MASONRY 70 ADJACENT G 3 o m ..$[ZE I MBFDMENi 3 z ........ .... .... ......:...EDGE: v wITW TAPCON® 1/4" 1-1/4" 2" 4" o DATE 02/15/12 oz NV J SCALE: N.T.S. ITW M.BY: JK 'm TAPCON® 3/16" 1-1/4" 3" 1.1/2" SF WOOD SCREW INSTALLATION NOTES: KN 3 CHK.BY: LFS 3 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of DETAIL 1 DETAIL 1 DRAWING No.: DETAIL 2 N wood screws to prevent the splitting of wood. Inswing configuration Outswing configuration FL-15215.9 a SHEET B OF 8 N V oC A-A TOP w 0 0 A P Z O �m m (J mO y A tiO b 0.32' 0 D O W o O N y c o- 2 C 3 o m ig m 3 O V 3 m a N ❑ < me -< CL_ � 03 O o L o 2.65"--I C) H A C 2 O m A 4J y y 0.50 °i 0.50 inm g b � J Li -M `y W ��p - �� is a �C 3,Z BOTTOM Ei 2 'c c A 3 3 SClip�y/0 IIIIi �.��v•ucEraaF••.T ^ N0.43409 s E g PRODUCT: Document.Pr.ocr.d 9y: PLASTPRO INC. Lyndon F. Schmidt �ilAtom?`.•''G�� I O P.E. No. 43409ss/........ FIBERGLASS DOOR /i� 6NAL (n A Z � /7l !lllllllltl� c I— —i (n PART OR ASSEMBLY: �Iv' BUILDING CONSULTANTS, INC. IU T c- (�\ 1 04722 15 UPDATE TO 5TH ED. (2014 FBC JK d l� P.O. Box 230, VGlrlco, FL 33595 O' m w NO DATE BY ENDURA ASTRAGAL DETAILS Phone No.: 813.559.9197 REVISIONS FBPE C.A. No. 9813 02012 R.W.M-DING CGNSUITANTS INC. BILL OF MATERIALS N�`��``` ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL ��Q� A 1X BUCK SG>=0.55 WOOD 18 KWIKSET DEADBOLT-SIGNATURE SERIES(780) STEEL r�, o y% o•J n =cj n B 2X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD ^V i A * &g 8=?",, ol C 1/4"MAX.SHIM SPACE - 21 POLYFIBER JAMB COMP./VINYL V 9 z L F�- D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL PSI MIN. 28 DEADBOLT STRIKE PLATE STEEL �'/ 1'•.... y%.`� m m E 301OR HOLLOW OBLOCK COONFORMING TCONFORMING C90T0 ACI CONCRETE 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL //'// P lz z o o F 1/4"X 23/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD LI►I I i�� S q .:z G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD ,�9 i o z o H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD a=g 9 o L a I 1/4"X 2-1/4"PFH IT CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. "� m d a J I/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 39 GLAZING BEAD PVC L� K #9 X 2-1/2"PFH WOOD SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS E 0 Z L #10X2-1/2Z'PFH WOOD SCREW STEEL 41 DOOR TIN(MIN.0.095'THICK) FIBERGLASS a M #9 X 2-1/4"PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC N 3/16"X 3-1/2"PFH ITW CONCRETE SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC z O 3/16"X1-1/2"PFHITW CONCRETE SCREW STEEL 44 LATCH 8.HINGESTILE SUPPORT WOOD qiI2 1 #10 X 2-1/2"PFH SMS STEEL 45 BOTTOM RAIL CELLULAR PVC o c�Z 2 #8 X 3"PSH SMS STEEL 46 POLYURETHANE FOAM POLYURETHANE z o J a 3 FLUSH BOLT STRIKE PLATE STEEL 47 STILE REINFORCEMENT STEEL �� > o 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 48 REINFORCEMENT RETAINING SCREW NYLON 9 4'X 4"BUTT HINGE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE 10 NOT USED 61 43/4"LENGTH TOP BOLT RETAINER HDPE 11 #9 X 3/4"PFH WOOD SCREW STEEL 62 93/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM o o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 0 1Q m 67 SLIDE BOLT ROD STEEL a a �m I-�4.56" -I ^ "�.j �4.56"� � 4.68" h r r n 1 N o J c+ z ' Z I II I W O f^—2.44" 2.13'—J 31 OUTSWINGBUMPTHRESHOLD � � � 0 20 Hamb&SIDE 21 HEAD 8 SIDE Palyfiberjamb .5'GLASS 5/8"NOM. o BITE 39 GLASS THK. o z 1/8"TEMPEREDi ^' z w 5.63" .{ GLASS N o I 4.56' o = O p r Z ❑ AIR SPACE Dare 02 15/12 K 3$ 1/8"TEMPERED SCAM N.T.S. 9 GLASS DWG.Br: JK m' 49 cm Br: LFS 3 DRAWING NO- � ADJUSTABLE INSWING THRESHOLD ADJUSTABLE INSWING THRESHOLD N 33 34 G1 GLAZING DETAIL FL-15215.9 0 SHEET B OF 8 N OFFICE COPY plastpro Z 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 --' *'p �� 'o o ��1111I II\\ is U a•:Z 68.00 MAX.OVERALL FRAME WIDTH N Z m m ONELITE SERIES 37MEWI T FRAME N Em FRAME WIDTH FRAME WIDTH �('��`a N n 9�z� c m a a FLUSH GLAZED FIBERGLASS DOOR E 0Z w/SIDELITES JT° INSWING/OUTSWING ;o "NON-IMPACT" z Z or C11 H z o zw Z oz ,4 O v� J GENERAL NOTES w w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida o a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" LL 0 Q of o /� (HVHZ). a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to 0 o O m base material shall be beyond wall dressing or stucco. ." 3. When used in areas requiring wind borne debris protection this product is required to be a b 3 protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. a d P O 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown y o � for 2x buck masonry construction. L/) � � 5. Site conditions that deviate from the details of this drawing require further engineering o — analysis by a licensed engineer or registered architect. w 0 a TABLE OF CONTENTS z SHEET# DESCRIPTION u� m 1 Typical elevation,design pressures,&general notes N¢ a 2 Door panel details m �o s 3 Sidelite panel details OVERALL,: L)OOR SIDELRE GLASS DE IG PRESSURE�PSf) a o 0 4 Ho zontal cross sections SWING FRAME D G O DLO TYPE z Z DTMENSlQN DIMENSION DfMEN$/ON POSITIVE,. NEGATIVE a 5 Vertical cross sections _. _.... . _-.-_- . : . ,..._.., ❑nre 02 15 72 w 6 Vertical cross sections INSWING 68.00"x 98.00" 21.00"x 79.00" 7.00"x:79.00" +42.0 -48.0 SCALE: N.T.S. ❑wc.er: JK m 7 Buck and frame anchoring-2X buck masonry construction G 1 0 8 Frame anchoring-1 X buck masonry constructioncw.ar: LFS 3 OUTSWING 68.00"x 96.50" 21.00"x 79.00" 7.00"x 79.00" +42.0 -42.0 a 9 Bill of materials,glaring detail&components onawi c xo.: — FL-15215.8 a SHEEr�OF J N V R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215,1-10.dwg,2.8 95.25'MAX.DOOR PANEL HEIGHT 79.00"MAX.D.L.O.HEIGHT -{ 4 o O ---O y A O p �� X .•� N N pp 0 2 � A O O A O� 0 N m m0 mO •o a] r =b �a t]0 3 —SLO 00" �^ n m N m 1.13" Z m a A Pa0 Pa0 y H g n ms W z z rn m F� 1.59" —{ A V V � O o x se A +Zi I®II—T n T n F^ 1.53" l0 0 m m w y T W N N < m P N y Q n A orri - In A No.43409 Yli D g PRODUCT: Doaumanto Prepared By—, m •�• PLASTPRO INC. Lyndon F. Schmidt �i%q •••FLORID�`.�•�\�� IN o ` Z FIBERGLASS DOOR P.E. No. 434Osj�PA>L\, `�� !2 r —1 Ln PART OR ASSEMBLY: •-/� ,//BUILDING CONSULTANTS, INC. �7 in\ 1 04 22 15 UPDATE 70 5TH ED. (2074) FBC JK DOOR PANEL DETAILS el l.�/I/ P•O. Box 230, Valrico, FL 33595 ID N NO DATE BY v° Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 Q 2012 R.W.BUILDING 0DNSUL—NTS INC. R;\Clients\PIwpro,Inc PERMANENT\Florida Product Approwils\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.8 c 9525'MAX.SIDELITE PANEL HEIGHT 79.00"M a.D.L.O.HEIGHT 0 rn O v v z I m .a OS Z`-v O U j > x m X 2 N H w N7777M A :—T C� - O a Un 0 O n 0 A 1.13" �— 0 4 N Z � Z a n 0 0 to H T Inn n 0 z w 7- 1.59" 1.59" ►i ! n j a v o 11 �rn o I w N ZI w M .o N m � C 0 y m �Jf M n t"i � CNG.43409 T y PRODUCT: Documente Pmpared By. m t" PLASTPRO INC. Lyndon F. Schmidt �� T''•�CORIOP:•'G�� IW o m Z FIBERGLASS DOOR P.E.mNo, 43406 /,//S�DPAL,� �� r -i Ln PART OR ASSEMBLY: V,�(W BUILDING CONSULTANTS, INC. ICn (n\ 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC UK SIDELITE PANEL DETAILS d 1iYY P•O. Box 230, Valrico, FL 33595 o w ro NO DATE BY Phone No.: 813.656.6167 REVISIONS FSPE C.A. No. 9013 02072 R.W.BUILDING CONSULTANTS INC. EMB.(TYP.) 1 2 1 2 , E 5 5 6 6 � r 0--1-0 22 SEE a a EMB.ITYP.) __ a. D NOTE 1 — C . z 35 50 "3522SEE �•INTERIOR � SpNOTE 1 Sri ............... ,lL.` o(R.0 INTERIOR i, yc�. N'M_ m 0zo 6 do Em mm ZZ �aa NM in°0°cmLL r in a:a O X O ` LL ° = LZ ° 6 EXTERIOR 4 v 4 O JTD. EXTERIOR 6 4 "I 5" z v ° o ° 20 � Q "o En IIn L )---CSINK a Ins °a P m U B (TY -) 4 D 4 C A aW N m � 1 HORIZONTAL CROSS SECTION 4 Outswin shown-inswn NOTE: 3 4 3 4 6 HORIZONTAL CROSS SECTION E o g g 1.Sidelite panel secured to the sidelite Shown w/IX sub buck o 0 o also approved frame with(6)of item#22 located 5 5 6 6 4 0 z o a N 5",22.05",39.10",56.15",73.2",8.90.25" a a from top of each jamb and(2)of item m 822 in the head and sill 3"from each end 20 5 5 20 3 122.. $ 5 35 SEE 22 NOTE 1 20 0 6 z 6 w o SEE 22 50 U) ai NOTE 1 7 40 7 qp INTERIOR EXTERIOR 7 0 0 7 a a i a 50 0 6 / w z a N Q j o - ] F20 50 22 SEE oW 12 INTERIOR M NOTE 1zZ11 11 11 40 DATE02/15/12 Z 11 11 EXTERIOR 40 12 35 y 27 35 SCALE: N.T.S. j y 27 DWG.BY. JK m e HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION �Rnvn .HD..LFS r2�HORIZONTAL CROSS SECTION �31 HORIZONTAL CROSS SECTION q Inswing configuration 4 Insw ng configuration n Q Outswing configuration Q Outsw ng configuration FL-15215.8 a sHEEr 4 OF J N V d R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,5.8 1-1/4"MIN. EMB.(TYP.) m rn m X A R2 W 0 O 0 T ri � a oa�n n � pNa ° n °.a a ;lm E C' y m n Z 0 V V A Z A T\\ O a. 0.15' ° o C'SINK J m (TYP.) r a. 1-1/4"MIN. EMB.(TYP,) 1-1/4"MIN. r EMB.(TYP.) w w - w a ° d ° a T v m wa AO 'TA`7 0 A D n ° 0 n �A �; QO �. m m y ° Z ° v A m Z m . O iL7 A_ O 0 m i;v V .. m e ' CD n 111111111/�/�/ 1-114 MIN EMB.(TYP.) ' No.43409 •.• )122.' s $ x PRODUCT: Documents Provand By., t�. L ndan F. Schmidt �j ••••• „1,��' �� r j F PLASTPRO INC. y II P.E. No. 43409 / S cn N FIBERGLASS DOOR to � z � //Illllllllll ro r y OI PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1OI �1 Ul 1 —0472-271-5 UPDATE TO 5711 ED. (2014) FBC JKrl 1.lll/ P•O. Box 230, Valrico, FL 33595 . m � N NO DATE BY VER71CAL CROSS SECTIONS YY Phone No.: 913.659.9197 REVISIONS FBPE C.A. No. 9813 ©2012 R.W.SUILCINS CONSULTANTS INC. R:\Cllents\Plastpro,Inc PERMANENI\Florlda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,6.8 1-1/4"MIN. M EMB.(TYP.) O m c C'SINK (TYP.) IA o.W �rn a— cO A O m A G�T O .— N O y O 0 — A a=n A o ^ � n °sem 'A CCD L ❑yye` y a �m Z ° _ Z (n m MU N 0 AO O Z m rr 70 O m m n a,. M Z 1-1/4"MIN. O EMB.(TYP.) a�N�ym N O •°O L N� N _N3 tD x'-00 O O�7❑ O o N ❑.O cl O p 7 oN C ❑ rD a3y Cl W n W N 0 ..•CL N O S O N3 yo:O D M0 ❑ a o _ 0 _. �� U11m m _ a a m N p °. ZI N M O m A y O _ (Q n Q y e O O =y n 2 0 M w N an° ° o Om O Z O Om y n Z a J J 1-1/4"MIN. EMB.(TYP.) A W 1-1/4"MIN. EMB.(TYP. `� �!: V6EN8E'•. ': ) No.43409 Y,Zz.,S Is" x g PRODUCT: Do—manta Proparad 6Y:I� g !tIOR1OR•'•\�� PLASTPRO INC. Lyndon F. Schmidt ��•••'- ('j�� to o Z\ FIBERGLASS DOOR P.E. No. 43409 to PART OR ASSEMBLY: �/� BUILDING CONSULTANTS, INC. (n T X U7\ 1 04 22 15 UPDATE 70 5TH ED. (2014) FBC JK d l��P.O. Box 230, Valrlco, FL 33595 to N0. DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Q 201 2 R.W.BUILDING CONSUL—NT8 INC. a;z;Z=7�n jj L Z e p ` iib:• Gj� °airo III D IIIIII L zn- ��i'��•'•'-•.... P ��`y``��` >°rom m Z o 0 MASONRY NP.HEAD MASONRY TYJBD& aN z 'AMSo OPENING &JAMBS III OPENING o E m z m 0 a III III — �o f�a 9 "g maa11 III I I g FRAME - - E II� MULLION �II ti $ w 2X BUCK-,,,, SHOWN FOR "'O X a o mra III REFERENCE No III ONLY III — - ��cJ - T III III 2x BUCK - u5 Ir Q� Zo acU III III P.@ SILL 3 J w} En N o a v U 7 0 UU o F Z)Z3 ¢ < 0]CO a a BUCK ANCHORING HINGEJAMB FRAME ANCHORING STRIKE JAMB m Masonry 2X buck construction a � o o U) V Z W � CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9 INSWING2:—Mo 28 0 edge distance to mortarjoints. 12 12 ° 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 $ maintain the min.edge distance to mortarjoints,additional concrete anchors 1 OUTSWING i may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table m ;'ANCHOR ANCHOR M1N MIN CLEARANCE.M1N CLEARANCE 11 OUTSWIN 12 G 12 N a ❑ d a TO MASONRY TO ADJACENT 11 o z TYPE::.;.;..:.;;y.,::S1.ZE.., fM.. is ::4;:::;; NCHORI::Ti:>: 11 27 ^z o .........:......:.:..:..... ........:::::.:.:.:.:....... a ITW4" ® DATE 02/15/12 ? TAPCON SCALE N.T.S. W ELCO1" 4" HINGE DETAIL LATCH&DEADBOLT DEMIL DWG.BY: JK m ON1/4" ' s ULTRAC ® 1/4" 1- a CHK.ar. LFS 3 WOOD SCREW INSTALLATION NOTES: oRAMNG No. 1.Maintain a minimum 518"edge distance,1"end distance,&I"o.c.spacing of FL-15215.8 N wood screws to prevent the splitting of wood. N SHEET_.L OF 9 V K 4.El -1 4.6' INSWING M a l l l 1 I 1 1 1 `N 7 z �'O�Z -❑ _ — � ��y. :gam Q_ma OUTSWING 12 28 a — �/i ''•._....-• `?�� D J //11711111\� a s•-Z dQ INSWING fN v: E� z m mo TYP.HEAD& u 9 00. JAMBS , aP m o z m OUTSWING 12 MASONRYT M L�� m d a 27 OPENING E `o z 1 — c TYP. ,P 1— oa: ° a LATCH 8 DEADBOLi DETAIL 5 X o n(j m0 Ci C3 XU 9 12 FRAME Ci z zui 11 �5 m =� 11 ° �( a m a wz 11 11 a a w 11 1X BUCK Fig e HINGE DETAIL m I TYP.@ SILL I 3 TYP.@ SILL o — — to z ci O AJ w m Of CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. w o edge distance to mortarjoints. HINGE JAMB FRAMEANCHORING STRIKEJAMB o a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a Masonry 1 X buck construction z n maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: �a M1N CLEARANCE M1N CLEARANCE ANCFIOR AN6HOR MIN o " TO MASONRY TO ADJACENT ^ w et:.e>NP, SIZE EMBEDMENT. EDGE ....:.:::.......ANCHOR.......: z ❑ a :...... ............ ..... DAtE:02/1S/12 z ITINTAPCON® 1/4 1.1/4" 2" 4" scar: N.T.S. a DWG.By. JK m s ITW 3/16" 1.1/4" 3" TAPCON® 1-1/2" CHK.BY: LFS 3 ° a DRAmr+c NO.: � WOOD SCREW INSTALLATION NOTES: FL-15215.8 w 1.Maintain a minimum 5/8"edge distance.I"end distance,&I"o.c.spacing of 13 wood screws to prevent the splitting of wood. sHerr 8 or 9 Z- BILL OF MATERIALS 4.56 � :• 1� %�; DESCRIPTION MATERIALo�,A 1X BUCKSG>=0.55 WOOD _V; �[ �` LLr,B 2X BUCKSG>=0.55 WOOD �N;9 zC 1/4"MAX.SHIM SPACE - — %�':• y� 0D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL I �i > DmEMASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE F--2.44 ---1�-2'13 ��irrrro c mZ301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a d F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL HEAD 8 SIDE n E E m Z m m v I 114'X /2-1/4"PFH ITW CONCRETE SCREW STEEL 20 Jamb J N 9 g t m J 1/4'X 3-3/4"PFH ITW CONCRETE SCREW STEEL 4.69' a a v L #10 X 2-1/2"PFH WOOD SCREW STEEL �, _ �6 M #9 X 2-1/4"PFH WOOD SCREW STEEL 5.63" E D Z 5 #10 X 2"PFH SCREW STEEL 3.a 6 SEALANT SILICONE 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM z 9 4!'X 4"BUTT HINGE STEEL �12 10 NOT USED c3 o oz 11 #9 X 3/4"PFH WOOD SCREW STEEL 31 OUiSWING BUMP THRESHOLD z o J o 12 #9 X 2"PFH WOOD SCREW STEEL ADJUSTABLEINSWING THRESHOLD- 17 HRESHOLD v o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 33 m k 18 KWIKSETDEADBOLT-SIGNATURE SERIES 780 STEEL 3 w N �� 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.56" a Ez m ` o a 22 #8 X 2"PFH WOOD SCREW STEEL 2.38"—�I o 27 LATCH STRIKE PLATE STEEL j oI Q On 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER PVC m 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD ADJUSTABLE INSWING THRESHOLD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 12 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD pq SIDELITE SPACER 0 35 SHOE MOULD 5/8"X 3/8" WOOD m 38 GLAZING SPACER ALUM. W o G 39 GLAZING BEAD PVC 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - .5'GLASS 5/8"NOM. BITE39 GLASS THK. o - 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS 0 42 TOP RAIL CELLULAR PVC a 43 LATCH&HINGE STILE CELLULAR PVC GB�SEMPERED j Z 44 LATCH&HINGE STILE SUPPORT WOOD 8 45 BOTTOM RAIL CELLULAR PVCA-.- 46 POLYURETHANE FOAM POLYURETHANEAIRSPACE47 STILE REINFORCEMENT STEEL48 REINFORCEMENT RETAINING SCREW NYLON 38 1/8"TEMPERED ti a° 49 GLAZING COMPOUND DOW 995 SILICONE GLASS DATE:02/15/12I i 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 49 ScuE: N.T.S. ° 51 SIDELITE STILE CELLULAR PVC DWG.BY: JK mm 52 SIDELITE STILE SUPPORT WOOD CHK.BY: LFS 3 53 SIDELITE BOTTOM RAIL CELLULAR PVC Gl GLAZING DETAIL DRAWING NO.: if FL-15215.8 N g o SHEET 9 OF 9 N v d OFFICE COPY =$ p EU 19 plastpro _�:� C; =z�n '0 z 5200 W. CENTURY BLVD. LOS ANGELES CA 90045 �Z U N •; 1 N 9 v Z �Z U ,: a Na 7 Utm 37.50"MAX.OVERALL "� Ei a a m FRAME WIDTH ONELITE SERIES E �_ FLUSH GLAZED FIBERGLASS DOOR JTa INSWING/OUTSWING W �o cn Z "NON-IMPACT" U z VO ¢ tiZp ZW 02 ? p K� QO PM - U) = 5w N wW UJ GENERAL NOTES w = F a m 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida aa a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" O (HVHZ). m o O 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. g 12 3. When used in areas requiring wind bome debris protection this product is required to be o protected With an impact resistant covering that complies with Section 1609.1.2 of the FBC. z o O w � 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. o F 5. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. m TABLE OF CONTENTS N¢ r SHEET# DESCRIPTION a ° 1 Typical elevation,design pressures,&general notes OVERALL OVERALL GLASS DESIGN PRESSURE(P$�: 0 0 2 Door panel details SWING FRAME D L b Tl'FE 'z a z DIMENSION DIMENSION POSITIVE NEGATIVE;; DATE;02/15/12 i a 3 Horizontal cross sections a 4 Vertical cross sections INSWING 37.50"x 98.00 21.00"x 79.00" +47.5 -47.5 scArE N.T.S. 5 Buck and frame anchoring-2X buck masonry construction G 1 Dwc.er: JK m a 6 Frame anchoring-1X buck masonry construction cHK,ev: LFS 3 7 Bill of materials,glazing detail 8 components OLITSWING 37.50"x 96.50" 21.00"x 79.00" +50.0 -50.0 DaavnHc HD.: — FL-15215.6 w SHEEr 1 OF 7 N i z R:\Oients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-10.dwo,26 95.25"MAX.DOOR PANEL HEIGHT 79.00"MAX.D.L.O.HEIGHT 4 o aW b In so A p Co z = a m O O A O� �3 H Tn Mm a Ea 70 n A i0 A Q N H ti 0 so 2 O m f� 1.59" I a V A V � O jb 5 1.79' LL m 0 2 A ye A T ® n S m Fes-1.53"� o m m 4= N N Z C -0 � a N y O n Z7 r , n 0 to M M Z O A No.43409 ' z $ q g PRODUCT: Document,Prepared By.-f, Lyndon F. Schmidt �i/��••. ORi9P;.%•�\`�� m PLASTPRO INC. INo ` Z FIBERGLASS DOOR P.E. No. 43409 o N •• r- y (n PART OR ASSEMBLY: off ,(/BUILDING CONSULTANTS, INC. IV OI N x (n\ 1 04 22 IS UPDATE TO 5TH ED. (2014) FBC JK DOOR PANEL DETAILS P.O. Box 230, Valrico, FL 33595 rn N NO DATE BY Yv Phone No.: 513.559.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BUILDING CONSULTANTS INO. R\Clients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.6 �A � M 7? W o 00= R r 0 y of y5'ypo 3.� V ray O 7Zc o2 to Rf � y O Z m � Z w M m M 0 p a aw � 01, V � A A v A.tJ 4 W W W N Co Z M M ww 0 A Z CA M M A M Z X ti63) C a V �— r N cA V O no o O V 9-0 O � � n 0 m� � � A 0 Z a Z O y V CL v W to H ° N n � o Z c p �3 �. V•.�VicenisF••.A .� PRODUCT: Documents prepared By:�, r z M PLASTPRO INC. Lyndon F. Schmidt �� 5'•..........•' I o m No P.E. 409 . / S t v FIBERGLASS DOOR /i/��O �� Ln P Z 1/lflllitl\ D ro r— 71 [n PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv Ul y (n\ 1 04/22 15 UPDATE TO 5TH ED. (2014) FBC 3K HORIZONTAL CROSS SECTIONS J l� P,O. Box 230„Valrtco, FL 33595 rn N NO DATE BY Phone No.: 813.659.9197 REVISIONS FI3PE CA No. 9813 ®2012 R.W.BUILDING CONSULTANTS INC. R:\Clients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.6 1-1/4"MIN. EMB.(TYP.) m m m X CD W O O pm A A 00` a'< .� '0' 0 ton v' a� n < r own � n A OL, c0 �O N v =y m Z 0 14 14 0 Z ed v o Q. . 9�5" - o v 1NK—. m (TYP.) r e, 1-1/4"MIN. EMB.(TYP.) 1-IMIMIN. EMB.(TYP.) ww W A m v A N m X � m A m o T om a v y A < n �o x C m v wo A 0' .A 0 o 0 to 0 Drn A Z �O m 0 N 7L7 v'e O °. V Z Z e vv A •--1 C3 m O m n 1-11N MIN. EMB.(TYP.) L No.43409 Y2?2 * :* i PRODUCT: r, Dcecmente Prepared B.� F Lyndon F. Schmidt �•••'•�OFnvN r. PLASTPRO INC. S I� FIBERGLASS DOOR P.E. No. 43406 o z i� S/QUA` `�� U1 m �!lIIlllll\� $ N r— -1 Ln PART OR ASSEMBLY: V/{(7,//BUILDING CONSULTANTS, INC. 1 04722715 UPDATE TO 5TH ED. (2074) FHC dK VERTICAL CROSS SECTIONS el l�Ul/ P.O. Box 230, Vairico, FL 33595 rn ry NO DATE BY Y phone No.: 873.659.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDING CONSULTANTS INC. � � .o:� ••.may; N5 y z * Ncr =N m ep zLj cow •• m TYP.HEAD TYP.HEAD 8 '�ilt* ttt� o n m z° MASONRY &JAMBS MASONRY JAMBS 9 E. a z o z° OPENING �'+ OPENING N u u p o d o`a wn m dam = o oz R:N U O ��6 X X NZ FRAMEcc (j U O 2� O Z U 2X BUCK—\ co ¢Z DT og ED 3 Tn U 0_D) vio F 4 o: a u 2XBUCK o :3 0- na En" F Yr �m TYP.@ SILL LD 0 W o CONCRETE ANCHOR NOTES: BUCKANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o 0- 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry 2X buck construction a edge distance to mortarjoints. o a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to i maintain the min,edge distance to mortarjoints,additional concrete anchors 9 28 n m a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K M N a 3. Concrete anchor table: 11 D N o LL ANCHOR ANCHQR hll(V MIN CLEARANCE ryllN GLEARgNCE; I1 o Z z 70 MASONRY TO ADJACENT 11 .TYPE SIZE EMBEDMENT.-::::•.:. z ❑° w EDGE..:...:.....ANCHOR.z....i a ...... ........ ........................... K GA a 02/15/12 °z ITIN TAPCON® 2" 4" 11 11 M 27 p MO.c�LEeY. N JK m ELCO v 1/4" 1.1/4" 1" 4" 11 CHK.BY: LFS 3 ULTRACON DRAWING NO.: � WOOD SCREW INSTALLATION NOTES: N I.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of HINGE DETAIL LATCH&DEADBOLTDETAIL FL-15215.6 0 wood screws to prevent the splitting of wood. sNFFT 5 OF 7 " V ®• K 9 �•�T•.p L1 ,~U M z o m on z TYP.HEAD 8 U N 11 o 0 11 F1 MASONRY JAMBS �-9 z m Z u OPENING a o a NM 03 m v aLLa mdav HINGE DETAIL E `o Z 'o c ei Y n �Z m0 FRAME ^d ci o PZ XU O z o Z) 0 IC 28 G D 5 W N z> to a DO Q a z •i F ti wo G 0 1X BUCK o �a a L _ I LATCH&DEADBOLT DETAIL TYP.Q SILL 2 v 3 N O Z V W O G rn CONCRETE ANCHOR NOTES: — 1. Concrete anchor locations at the comers may be adjusted to maintain the min. HINGE JAMB FRAME ANCHORING STRIKEJAMB 7. edge distance to mortarjoints. Masonry 1X buck construction ° 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3 Concrete anchor fable: N a F MIN CLEARANCE M!N CLEARANCE: o N ANCHOR ANCHOR MIN TO MASONRY TO ADJACENT Z TYPE SIZE EMBEDMENT, Z ... ..........:EDGE.:..... ANCHOR..:...:. z v Z ITWDATE:02115112 i TAPCON® scniE: N.T.S. ITyy DWG.BY: JK m d TAPCON® 3/16" 1-1/A" 3" 1.1/2" CHK.BY: LFS 3 a WOOD SCREW INSTALLATION NOTES: DRAWING NO, rc aw 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15215.6 " wood screws to prevent the splitting of wood. sHEEr 6 OF_L N u I-�4.56" BILL OF MATERIALS 'V' o * 'Z_ m ITEM DESCRIPTION MATERIAL `N"• �•'� Z Z p'� 6; :W'•. coZ a Lmro A 1X BUCK SG>=0.55 WOOD I II %, Q2,% omm C 1/4B 2X B CKSG>=AX.SHIM 0.55 WOOD �I--2.44"--I--2.13" ''�irrrr*11� ``�♦ onmz U N •; D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELu x z o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE Y0 HE. 8.8 SIDE N oro 9 m c w 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 N't 5 q o m F 114"X 2-3/4"PFH ITW CONCRETE SCREW STEEL m d a v G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 5.63" E o z H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I 4.56" _ 8 c w I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL o° in. J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #9 X 2-1/2"PFH WOOD SCREW STEEL �' m_ N L #10 X 2-1/2"PFH WOOD SCREW STEELmm 6 o uzw M #9 X 2-1/4"PFH WOOD SCREW STEEL z oo a 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 9 4'X 4"BUTT HINGE STEEL ADJUSTABLE INSWING THRESHOLD 94 ADJUSTABLE INSWING THRESHOLD g m w u 11 #9 X 3/4"PFH WOOD SCREW STEEL 5 w 17 KWIKSETKEYEDENTRY SIGNATURE STEEL am o¢ 3 18 KWIKSETDEADBOLT-SIGNATURESERIES(780) STEEL N lam-4.56" -{ o U o Jo 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.68" I o m 21 POLYFIBER JAMB COMP./VINYL m a 27 LATCH STRIKE PLATE STEEL c3 a 28 DEADBOLT STRIKE PLATE STEEL 'm 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL I.—244 —. 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 4 " 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD sl OUTSWING BUMP THRESHOLD 21 HEAD&SIDE 3 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD Poly fiberlamb b 38 GLAZING SPACER ALUM. z G 39 GLAZING BEAD PVC w o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS .5"GLASS 5/8"NOM. 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS BITE 39 GLASS THK. o 42 TOP RAIL CELLULAR PVC 43 LATCH&HINGE STILE CELLULAR PVC 1/8"TEMPERED a u a 44 LATCH&HINGE STILE SUPPORT WOOD GLASS z 45 BOTTOM RAIL CELLULAR PVC w 46 POLYURETHANE FOAM POLYURETHANE N a 47 STILE REINFORCEMENT STEEL AIR SPACE o o m z 48 REINFORCEMENT RETAINING SCREW NYLON gB 1/8"TEMPERED .-o 49 GLAZING COMPOUND DOW 995 SILICONE GLASS DATE 02/15/12 z 49 SCALE: N.T.S. 9 OwG.BY. JK 'm c CHK.BY. LFS 3 GI GLAZING DETAIL CRAMNG NO, m FL-15215.6 " 0 SHEET 7 OF 7 N V a t: S ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report®FFICE COPY ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section:07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's published installation instructions must be available at all ■ Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC) construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4, electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed MEMO as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a d) Attic ventilation is provided when required by IBC quality control program with inspections by ICC-ES. Section 1203.2 or IRC Section R806, except when 6.0 EVIDENCE SUBMITTED air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam foam plastic insulation are identified with the the underside of the top of the space manufacturer's name (SES Foam) and address; the date plastic applied to must not exceed t inches underside mm).The thickness of the of manufacture or the lot number; the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 the mixing instructions; the density; the 111/2 inches (292 mm). The foam plastic may be installed flame-spread anndd smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code®(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code® 2006 IBC thickness of 111/2 inches (292 mm) between joists in attic ( ) floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code®(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'.2) THICKNESS(inches) R-VALUE(°F•ft?.h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm,1°F•ft2.h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. a VALUATION SERVICE Most Widely Accepted . . ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment.The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as "Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted.The user is ■ 2012 International Green Construction CodeTM (IgCC) advised of the .project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification of Attributes Reports are issued tender the ICC-ES VAR Environmental Program.Deese reports are not to be constnied as representing aesthetics or any other attributes not specifically addressed,nor are they to be consented as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC � Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,oras to any product covered by the report. -mm. 0" c roo<wxc¢ Copyright©2014 Pagel of 2 VAR-1030 I Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 2902],contain the 9.4.1.3 Biobased products N/A `USDA Certified Biobased Product"label,or be composed of solid wood,engineered • wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD([CC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight • 8 max or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI—01 (2010)STANDARD Bio-based products accounted for I%or more of the materials used in the building. Percentage=100 x A-B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content— 1 Cost or weight must be used consistently • Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"Bio Preferred"were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute cICC EVALUATION c SERVICE Widely Ac . . and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR°Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid,flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h ft2•°F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed MMR 3 „` as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as ��:� to any finding or other matter in this report,or as to any product covered by the report. Copyright o 2014 Page 1 of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable) of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators (SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most WidelyAccepted and Trusted Page 3 of 6 o°O4oa°Q °�0 000qq °a9°aaq°6o°°°ao°°p9°°oap°oq Oa4g4��g0a aqa°Q°q,�Aa°aeoAo°o°oa 0 q0 000 011 all agg0°00 06q °44O q°o aapa° 06 0 Co qao aaOaO° 0.9 ,00 00C 0000°O° 000 Interior Partition 0° O° 0° 00000 000000 °°o o°ao Interior Finished Surface 000°o o a6 (112-inch Sheetrcck) 00aa 0 000, Og0,0 oa 0 0 0°° apOga° Q°°°�o0 o SES Foam 0.5!b Spray °Q 0,0 0 a° 0 °a°a°q° °9ogoa° Exterior Sheathing a4° Oa 000 00 °a o SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 071812 ESR-3375 Most Widely Accepted and Trusted Page 4 of 6 00� OO�O: :r° Masonry Block 000 (Typical)~ o Interior Finish Surface (1/2-inch Sheetrock) o o ' 2"x 4"Studs 0 ° SES Foam 0.5 Ib Spray o. o •i: 0 o, o: SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812 (Insulation on Interior Side of Wall) Baffle to provide air space between Thermal insulation and roof Barrier* deck. (as required by local code) ° ° 0o0oe 0°o°o°o°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo°o°o°o°o°o°o°o° °o°o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o° °o°o°o°o°o°o°°°o°o°0°0°0 o°o°oo°o°°°o°o°o °o°o°o°°°o°o°o°o°o°o°o o°o°-.°o° o°o°o°o° 0 0 0 0 o°o°o°o° °-.°-.°-.°g SES Foam 0.5 lb Spray 0000°°°°° o°o°o°o° o°o°o°o° 0 0 0 0 00°0°000 0000000° o°-.°o°-.° o°o°°°o° 00000000 00000000 Vented Soffit 0000'°'-.'° 0000°°o°°° °oo°°°0000oo °°°°°°°° °O°°°O°° *Where attic entry is for the 000000oo rY SES Foam 0.5 Ib Spray '-.•00000 service of utilities only,thermal p y o•o°0000 and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR/SOFFIT SES 05-3 071812 ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6 go Subfloor SES Foam 0.5 Ib Spray ° Header o% Sill Joist Floor Cross Section Thermal Barrier" (as required by Exterior Grade local code) 6"Min Footer` Vapor Barrier :. . . *Where crawlspace entry is for the service of utilities only,thermal +. ',•;. / / / and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 000g Subfloor Header g', aaa Sil Joist o� Thermal Barrier' (as required by Exterior Grade g�, local code) o SES Foam 0.5 Ib Spray 8, Footer` 6"Min Vapor Be.rrier \\// 'Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 Most Widely Accepted and Trusted Page 6 of 6 1 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. o ° o°°Oo 000000°0° oao0o0000000 _ SES Foam 0.5 Ib Spray o00° o 0°0°° °°0° °000 00 °°00° ° Roof Sheathing ° Ooo 0 000 o ° 0°0°°°0o0 n Truss Top Cord/ ° °00o° Rafter oo00oo° noon o°o.Moo nnnnnn 0 o nnnnnn o° n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder .n cold climate zones. Ceiling/Thermal Barrier *Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812 0 0 000 0000 SES Foam 0.5 Ib Spray O O O O O O o 0 0 to specified thickness. O O O O O O 0000000 O Roof Sheathing 000000000 Thermal Barrier as Rafter O 00 O 0 required by code. 00 Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING SES 05-7 071912 ROOF lF�= TM - 2 o International Fireproof Technology, Inc. OFFICE COPY Paint To Protect a 0 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 - yd'fHf .01 e DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! ('~ Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated �' a manufacturer's SPF and tested to the criteria of an �C315' from the interior of the building by a 15 minute thermal barrier, or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test I of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that ----=' Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3rd party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F & 50% R.H.-To touch 1-2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10°C to 27'C(50°F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. 5 Gal.Container weight 58lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and''/<"x 3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate ■ Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and buildings machine ■ Passed strict EPA-V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and''/<"x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from ■ Meets LEED's point requirements pump and X"x 3'whip • No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and%"x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. OF F I C E COPY Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and for each sequential day a project is underway. Daily work records must EYE PROTECTION: be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application. Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product. Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty. Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim, write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptpCd)painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 ` Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J170223 - Riverside - Mills Residence -Ashley Ca MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Mills Residence Model: Lot/Block: 26 Subdivision: ABCC Address: City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Hulsberg Engineering, Inc. License#: 33152 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MITek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 125 individual, 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 Engineers-=Pfutps. o o No. Seal# I Truss Name Date No. I Seal# I Truss Name Date o L � 1 IT121278041FOl 9/27/17 118 1 T1 21278211 A01 9/27/17 o aco 12 1 T1 2127805 1 F02 j 9/27/17 119 1 T121278221 A02 19/27/17 N`- 13 1 T1 2127806 1 F03 1 9/27/17 120 1 T1 2127823 1 A03 19/27/17 T 5Lu 4 712127807 F04 '-— w w z 9/27/17 121 1 T1 21 27824 1 A04 1 9/27/17 ,, s it it = w 15 I T12127808 1 F05 19/27/17 122 1 T1 2127825 1 A05 19/27/17 0 o y Wo 0 16 1 T12127809 i F06 19/27/17 123 1 T1 2127826 1 B01 19/27/17 ? y C-7 L.) 17 IT12127810IF07 9/27/17 124 1 712127827 1 B02 9/27/17 n _-S e 13 D 0 o 18 1 T12127811 1 F08 19/27/17 125 1 T12127828 1 B03 19/27/17 4� s E z 19 I T12127812 I F09 19/27/17 126 1 T12127829 1 B04 19/27/17 g Q y Z co 110 I T12127813 I F10 19/27/17 127 1 T12127830 1 B05 19/27/17 y a Ir w M 111 1 T121278141 F11 19/27/17 128 1 T12127831 1 B06 19/27/17 9 = `" o W z 112 712127815 1 F12 19/27/17 129 1712127832 B07 9/27/17 P 3 2 Lo Lo N LL O W J 113 1 T121278161 F13 19/27/17 130 1 T12127833 1 C01 19/27/17 z a J a z 114 1 T1 2127817 1 F14 19/27/17 131 1 T1 2127834 1 CO2 19/27/17 O@ 2 y � a Lu En Lu 15 T12127818 1 F15 19/27/17 132 1 T1 2127835 1 CO2A 19/27/17 I z N a o Y 116 1 T12127819 1 F16 19/27/17 133 1 T1 2127836 1 CO3 19/27/17 a o T ❑ ❑ m = 117 1 T12127820 1 F17 19/27/17 134 1 T1 2127837 1 C04 19/27/17 1 The truss drawing(s) referenced above have been prepared by MITek USA, Inc. under my direct supervision based on the parameters e�`� P�,'(ER•P. F7ti�s� provided by Manning Building Supplies. ��.` `Z'�.2ATE C ENS •.,�L �.�� Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28,2019. v IMPORTANT NOTE: The seal on these truss component designs is a certification ='0 that the engineer named is licensed in the jurisdiction(s)identified and that the O:. designs comply with ANSI/TPI 1. These designs are based upon parameters i�.(�•• A- shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��5• O R\�.••��,�� given to MITek. Any project specific information included is for MiTek's customers �j S •• �� file reference purpose only,and was not taken into account in the preparation of these designs. MITek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Walter P.Finn PE No22839 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2017 Finn,Walter 1 of 3 RE: J170223 - Riverside - Mills Residence -Ashley Ca Site Information: Customer Info: Riverside Homes Project Name: Mills Residence Model: Lot/Block: 26 Subdivision: ABCC Address: City: Atlantic Beach State: FL No. I Seal# Truss Name I Date No. Seal# ITruss Name Date 135 1 T12127838 1 C05 9/27/17 178 1 T12127881 H03 9/27/17 136 1 T1 2127839 1 C06 19/27/17 179 1 T12127882 1 H04 19/27/17 137 1 T12127840 1 C07 19/27/17 180 I T12127883 I J01 19/27/17 138 1 T12127841 1 C08 19/27/17 181 I T12127884 I J02 19/27/17 139 1 T1 2127842 1 C09 19/27/17 182 I T12127885 I J03 19/27/17 140 1 T12127843 1 C10 19/27/17 183 I T12127886 I J04 19/27/17 141 1 T12127844 I C11 19/27/17 184 I T12127887 I J05 19/27/17 142 1 T12127845 1 DO 19/27/17 185 I T12127888 I J06 19/27/17 143 1 T12127846 1 D02 19/27/17 186 I T12127889 I J07 19/27/17 j 144 1 T12127847 1 D03 19/27/17 187 I T12127890 I J08 19/27/17 145 1 T12127848 1 D04 19/27/17 188 I T12127891 I J09 19/27/17 1 146 1 T12127849 1 D05 19/27/17 189 I T12127892 I J 10 19/27/17 147 1 T1 2127850 1 D06 19/27/17 190 I T12127893 I J 11 19/27/17 1 148 1 T12127851 1 D07 19/27/17 191 I T12127894 I J12 19/27/17 149 1 T12127852 1 D08 19/27/17 192 I T12127895 I J13 19/27/17 150 1 T12127853 1 D09 19/27/17 193 I T12127896 I J 13A 19/27/17 151 1 T12127854 1 D10 19/27/17 194 I T12127897 I J14 19/27/17 152 1 T12127855 1 D11 19/27/17 195 I T12127898 I J15 19/27/17 1 153 1 T12127856 1 D12 19/27/17 196 I T12127899 I J16 19/27/17 1 154 1 T12127857 1 D 13 19/27/17 197 I T12127900 I J 17 19/27/17 1 155 1 T12127858 1 D 14 19/27/17 198 I T12127901 I J 18 19/27/17 1 156 I T12127859 1 D15 19/27/17 199 I T12127902 I J19 19/27/17 1 157 I T12127860 1 D16 19/27/17 1100 I T12127903 I J20 19/27/17 1 158 1 T12127861 1 D17 19/27/17 1101 I T12127904 I J21 19/27/17 159 1 T12127862 1 D18 19/27/17 1102 I T12127905 I J23 19/27/17 1 160 1 T12127863 1 D19 19/27/17 1103 I T12127906 I J24 19/27/17 161 1 T12127864 1 D20 19/27/17 1104 I T12127907 I J25 19/27/17 162 1 T1 2127865 1 D21 19/27/17 1105 I T12127908 I J25A 19/27/17 1 163 1 T12127866 1 GO 19/27/17 1106 I T12127909 I J26 19/27/17 1 164 1 T1 2127867 1 G02 19/27/17 1107 I T12127910 I J27 19/27/17 1 165 1 T12127868 1 G03 19/27/17 1108 I T12127911 I J28 19/27/17 1 166 1 T12127869 1 G04 19/27/17 1109 I T12127912 I J29 19/27/17 1 167 1 T12127870 1 G05 19/27/17 1 110 I T12127913 I J30 19/27/17 1 168 1 T12127871 1 G06 19/27/17 1 111 I T12127914 I J31 19/27/17 169 1 T1 2127872 1 G07 19/27/17 1112 I T12127915 I J31 A 19/27/17 1 170 1 T12127873 1 G08 19/27/17 1113 1 T12127916 1 J31 B 19/27/17 1 171 1 T1 2127874 1 G09 19/27/17 1114 I T12127917 I J32 19127/17 1 172 1 T12127875 1 G10 19/27/17 1115 I T12127918 I J32A 19/27/17 1 173 1 T12127876 1 G11 19/27/17 1116 I T12127919 I J33 19/27/17 174 1 T12127877 1 G12 19/27/17 1117 I T12127920 I J34 19/27/17 1 175 1 T12127878 1 G13 19/27/17 1118 I T12127921 I J35 19/27/17 1 176 1 T12127879 1 H01 19/27/17 1119 I T12127922 I J36 19/27/17 1 177 1 T1 2127880 1 H02 19127/17 1120 I T12127923 I J37 19/27/17 I 2of3 RE: J170223 - Riverside - Mills Residence -Ashley Ca Site Information: Customer Info: Riverside Homes Project Name: Mills Residence Model: Lot/Block: 26 Subdivision: ABCC Address: City: Atlantic Beach State: FL No. I Seal# I Truss Name Date 121 1 T12127924 1 K01 9/27/17- 1122 /27/171122 1 T12127925 1 K02 19/27/17 1123 1 T12127926 1 K03 19/27/17 1 124 I T12127927 I L01 19/27/17 1 1 125 I T12127928 I L02 19/27/17 3 of 3 Job Truss Truss Type aty Ply Riverside-Mills Residence-Ashley Ca a 712127804 J171 223 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:30 2017 Page 1 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-3rl rvFH_Z6gN 1 Vb 1 Tow4cXfJaZtioo5DaCOdvxyZTol 0148 0148 Scale=1:26.1 1 2 3 4 5 6 7 8 9 10 11 12 13 28 c 0 m 1 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 15-8-8 15-8-8 Plate Offsets(X,Y)-- [1:Edge,0-0-121,(27:0-1-8,0-0-12),(28:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD . Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 15-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty i Ply Riverside-Mills Residence-Ashley Ca 0. 712127805 J170223 F02 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:33 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-TQ_YGJtsl2xuzJc8xTnE9Hgamjv?5mgGAdHVGyZToi 1-3-0 i P-5-8 ot8 Scale=1:26.0 4x4= 1.5x4 11 1.5x4 11 1.5x4= 1 4x7— 2 3 4 5 6 7 8 17 1 o d T m - �\/\/\ 7\7" Air-, 15 14 13 12 11 10 4x4= 44= 1-6-0 4-0-0 9-2-8 11-8-8 14-2-11 15-8-8 1-6-0 2-6-0 5-2-8 2- 11 2-6-0 1-6-0 Plate Offsets(X,Y)— rl:Edge,0-1-81,[8:0-1-8,Edge],117:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.16 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.21 13-14 >879 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:87 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=850/0-5-8,9=844/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1 6=-84510.8-9=-839/011-2=-661/0,2-3=-1 584/0,3-4=-2098/0,4-5=-2098/0,5-6=-2098/0,6-7=-1 583/0, 7-8=-662/0 BOT CHORD 14-15=0/1246,13-14=0/1900,12-13=012098,11-12=0/1901,10-11=0/1244 WEBS 8-10=0/969,1-15=0/993,7-10=-924/0,2-15=-928/0,7-11=0/538,2-14=0/537.6-11=-505/0,3-14=-503/0, 6-12=0/536,3-13=0/536,4-13=-30910,5-12=-309/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Q WARNING-Verity design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�/� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca ,, T12127806 J170223 F03 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:36 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-u?g7Al LI9yR W IQ2Bp31 Usnv8t_i9CSU6z8ry6byZTof 1-3-0 2-5-8 ONS Scale=1:26.0 4x4= 1.5x4 II 1.5x4 II 1.5x4= 1 4x7= 2 3 4 5 6 7 8 17 0 m 1 15 14 13 12 11 10 4x4= 4x4= 4x4= 1-6-0 4-0-0 9-2-8 11-8-8 14-2-8 15-8-8 1-6-0 2-6-0 5-2-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,f8:0-1-8,Edgel,f9:Edge,0-1-81,f17:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.16 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.22 11-12 >860 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:87 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=852/0-5-8,9=1406/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-847/0,8-9=-1401/0,1-2=-663/0,2-3=-1589/0,3-4=-2110/0,4-5=-2110/0,5-6=-2110/0,6-7=-1600/0, 7-8=-683/0 BOT CHORD 14-15=0/1249,13-14=0/1908,12-13=0/2110,11-12=0/1916,10-11=0/1263 WEBS 8-10=0/966,1-15=0/996,7-10=-921/0,2-15=-931/0,7-11=0/536,2-14=0/539,6-11=-501/0,3-14=50710, 6-12=0/531,3-13=0/542,4-13=-312/0,5-12=-307/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)564 Ib down at 15-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(lb) Vert:8=-564(F) Q WARNING-Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mnek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabricallon,storage,delivery,erection and bracing of inoses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrta.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 1�. T12127807 J170223 F04 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:40 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-mmvdOfPGDBxyE1 My2v5QOd3uNbAz8G9itlp9FMyZTob 1-3-0 248 OH7� Scale=1:29.2 1.5x4 11 3x5= 4x7= 3x6= 14x7= 2 3 4 5 6 7 8 9 I I 18 17 16 15 14 13 11 10 4x4= 3x6= 3x4= 4x4= 3x4= 16-4-0 1-6-0 4.0-0 6-6-0 11-9-0 14-3-0 1 15-6-415 -8 11-10-0 1-6-0 2-6-0 2-6-0 5-3-0 2-6.0 1-3-4 0--4 1-6-0 0-8-8 Plate Offsets(X,Y)-- f1:Edge,0-1-81,(15:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.14 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.23 16-17 >819 360 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-SH Weight:105 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 19=761/0-5-8,12=1737/0-5-8 Max Grav 19=788(LC 3),12=1737(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-780/0,1-2=-602/0,2-3=-1436/0,3-4=-1784/0,4-5=-1784/0,5-6=-l784/0, 6-7=-1091/262,7-8=-78/640,8-9=0/598 BOT CHORD 17-18=0/1140,16-17=0/1691,15-16=0/1784,14-15=-89/1478,13-14=-432/701, 12-13=-89310,11-12=-873/0 WEBS 8-12=-1675/0,1-18=0/905,8-13=0/1071,2-18=-853/0,7-13=-1008/0,2-17=0/470, 7-14=0/653,3-17=-406/12,6-14=-658/0,3-16=-200/368,6-15=0/769,5-15=-423/0, 9-11=-890/0,8-11=0/701 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)564 Ib down at 17-8-8 on top chord.'The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-9=-100 Concentrated Loads(lb) Vert:9=564(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE M11--7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a miss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and tnrss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 4 T12127808 J170223 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville;FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:44 2017 Page 1 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-fY98sl SmGPROjf jj HIAMATEZgCXS445HoNn NO7yZToX 1-3-0 � I 2-5-0 2i� t Scale=1:29.5 3x5= 1.5x4 I 4x4= 4x7= 3x6= 14x7 2 3 4 5 6 7 8 9 i 18 17 16 15 14 13 11 10 4x4= 3x10= 4x4= 4x4= 3x4= I 16-6-0 1-6-0 4-0-0 6-6-0 11-11-014-5-0 15-&4 15 -8 18-0-0 1-s-o 2-6-0 2-6-0 5-5-0 2-s-o 1-3-4 a-a 0-8-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[4:0-2-0,Edge),[15:0-1-8,Edge],[16:0-4-8,Edge] LOADING (psf) SPACING- I 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.15 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL I 1.00 BC 0.56 Vert(TL) -0.25 16-17 >757 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 12 n1a n/a BCDL 5.0 Code FBC20'14/TPI2007 Matrix-SH Weight:108 lb FT=20%F,11%E LUMBER- I BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 19=771/0-7-8,12=1745/0-5-8 Max Grav 19=798(LC 3),12=1745(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-789/0,1-2=-611/0,12-3=-1461/0,3-4=-1823/0,4-5=-1827/0,5-6=-1827/0, 6-7=-1112/259,7-8=-86/639,8-9=0/598 BOT CHORD 17-18=0/1157,16-17=0/1724,15-16=0/1827,14-15=-84/1505,13-14=-429/715, 12-13=-893/0,11-12=-873 /0 WEBS 8-12=-1683/0,1-18=0/918,8-13=0/1083,2-18=-866/0,7-13=-1018/0,2-17=0/483, 7-14=0/662,3-17=417/9,6-14=670/0,3-16=-192/379,6-15=0/798,5-15=-441/0, 9-11=-891/0,8-11=0/7011 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)564 Ib down at 17-10-8 on top chord. The design/selection of such c6nnection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-19=10,1-9=-100 Concentrated Loads(lb) Vert:9=-564(F) I I 0 WARNING.Verily design parameters and READ NOTES ON THIS AND iNCLUDED MITEKREFERANCE PAGE M11--7473 rev.10/032015 BEFORE USE. � Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127809 J170223 F06 i Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,IFL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:48 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-XJOfhPVHKexpCGzV W aEl LJOCXprbOsStj?IaXuyZToT 1i-3-0 i 1 2-2-0 Scale=1:32.9 i 4x7= 1.5x4 II 1.5x4 II 4x4= 3x5= 4x10 = 3x6= 1 2 3 4 5 6 7 8 9 10 i 0 m IV_ I 20 19 18 17 16 15 14 12 11 4x4= 4x4= 3x5= 5x5= 3x4= i i I 16-EO 1-so 4-ao , 1>so 11-so 13-17-0 ts-so , n-e-a n,a-6 zaao 1-6-0 2-6-0 2-6.0 4-11-0 2-fi-0 2-6-0 1-3-0 0.-0 1-6-o o-B-B Plate Offsets(X,Y)-- [1:Edge,0-1-81,[16:0-1-8,Edge1 LOADING (psf) SPACING- I 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.22 17-18 >966 480 MT20 244/190 TCDL 10.0 Lumber DOL! 1.00 BC 0.74 Vert(TL) -0.35 17-18 >603 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC20�4/TPl2007 Matrix-SH Weight:115 Ib FT=20%F,11%E LUMBER- I BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) I BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 21=892/0-6-0,13=1845/0-5-8 Max Grev 21=915(LC 3),13=1845(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 1-21=-911/0,1-2=-718/0,!2-3=-1745/0,3-4=-2330/0,4-5=-2327/0,5-6=-2327/0, 6-7=-2327/0,7-8=-1358/210,8-9=-181/621,9-10=0/599 BOT CHORD 19-20=0/1351,18-19=0/2132,17-18=0/2460,16-17=0/2327,15-16=-18/1851, 14-15=-396/889,13-14=-895/0,12-13=-87310 WEBS 9-13=-1785/0,1-20=0/1 079,9-14=0/1223,2-20=-1004/0,8-14=-1139/0,2-19=0/627, 8-15=0/775,3-19=-615/0;7-15=-821/0,3-18=0/314,7-16=0/975,4-17=-487/195, 10-12=-891/0,9-12=0/70b,6-16=-518/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge',spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)564 Ib down at 19-10-e on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard I 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-21=-10,1-10=-100 Concentrated Loads(lb) Vert:10=-564(F) ! Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual friss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabricatlon,storage,delivery,erection and bracing of Trusses and truss systems.seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca + d, I T12127810 J 170223 F07 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:52 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-Q4dAXmYnOtSFgtGGIQJEV9ZxgQFFyfjTedjogfyZToP 1-3-0 2-5-0 P40 Scale=1:36.3 4x7= 3x5= 3x5= 5x8= 3x6 II 6x6= 3x6 FP= 4x4= 410= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 i I � I 2 26 25 24 23 22 21 20 19 18 17 15 14 5x5= 3x5= 3x6 FP= 3x6= 5x5= 4x4= 5x5= 3x4= 1.5x4 11 19-8-419 9-8 22-0-0 19-8-4 9'-4 2-2-8 Plate Offsets(X,Y)-- f1:Edge,0-1-81,[6:0-2-0,Edge],17:0-3-0,0-0-01,(19:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.22 20-21 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.33 20-21 >708 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:141 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17,15-16. REACTIONS. (Ib/size) 27=1011/0-10-0,16=1953/0-5-8 Max Grav 27=1032(LC 3),16=1953(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1026/0,1-2=-822/0,2-3=-2042/0,3-4=-2823/0,4-6=-3098/0,6-7=-3017/0, 7-8=-3017/0,8-11=-1654/150,11-12=-275/602,12-13=0/598 BOT CHORD 25-26=0/1552,24-25=0/2537,22-24=0/2537,21-22=0/3089,20-21=0/3019,19-20=0/3017, 18-19=0/2266,17-18=-356/1071,16-17=-893/0,15-16=-873/0 WEBS 12-16=-1885/0,12-17=0/1356,11-17=-1 278/0,11-18=0/946,8-18=-982/0,8-19=0/1392, 7-19=-898/0,1-26=0/1235,2-26=-1160/0,2-25=0/777,3-25=-763/0,3-22=0/442, 4-22=-422/0,6-21=-223/376,13-15=-890/0,12-15=0/698 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)564 Ib down at 21-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-27=-10,1-13=-100 Concentrated Loads(lb) Vert:13=-564(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible persond injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca r T12127811 J170223 F08 Floor Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:56 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-IrthN8blR5yh9Va1_GOAg?kbx2ZeuPy2ZFh?gRyZToL 1-3-0 2 Scale=1:36.1 THA426 THA426 3x3= 6x8= 3x3= 4x7 II 6x6= 3x6 II 6x6= 3x6 II 6x6= 3x6 FP= 4x4= 5x8= 3x6= 1 2 28 3 29 4 5 6 7 8 9 10 11 12 13NA N IZ i IC? P6 25 24 23 22 21 20 19 18 17 15 14 3x3 11 7x10 MT20HS= 3x4= 3x10 MT20HS FP= 3x5= 3x5= 5x5= 4x4= 5x5= 3x3 11 3x3 I I 1.5x4 11 3x3= 3x4= 19-3-121975-0 21-7-8 r 19-3-12 0-'1-4 2-2-8 Plate Offsets(X,Y)-- fl:Edge,0-1-81,[6:0-1-8,Edge],f7:0-3-0,0-0-01,f19:0-1-8,Edgel,f20:O-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.26 20-21 >894 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.40 20-21 >582 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.07 16 n/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17,15-16. REACTIONS. (Ib/size) 27=1984/0-5-8,16=2092/0-5-8 Max Grav 27=2005(LC 3),16=2092(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1997/0,1-3=-1676/0,3-4=-3625/0,4-5=-4224/0,5-6=-4113/0,6-7=-3712/0, 7-8=-3712/0,8-11=-1994/0,11-12=-399/444,12-13=0/599 BOT CHORD 25-26=0/3187,24-25=0/4062,22-24=0/4062,21-22=0/4370,20-21=0/3716,19-20=0/3712, 18-19=0/2731,17-18=-60/1304,16-17=-894/0,15-16=-871/0 WEBS 12-16=-2021/0,12-17=0/1542,11-17=-1452/0,11-18=0/11 18,8-18=-1175/0, 8-19=0/1715,7-19=-1105/0,1-26=0/2469,3-26=-2390/0,3-25=0/679,4-25=-659/0, 5-21=-597/0,6-21=0/822,13-15=-891/0,12-15=0/695 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-10-4 oc max.starting at 1-10-0 from the left end to 3-8-4 to connect truss(es)to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-13=-100 Concentrated Loads(lb) Vert:13=-564 28=-576(F)29=-576(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual(wilding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca & T1 2127812 J170223 F09 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:59 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-jQZp?9dAkOKFOyJcgOxtHeMAXFd W 5sQVFD WIQIyZToI 1-3-0 L 1-9-8 0x8 Scale=1:24.9 4x4= 1.5x4 11 1.5x4 1.5x4= 1 4x7= 2 3 4 5 6 7 8 17 0 15 14 13 12 11 10 4x4= 4x4= 1-6-0 4-0-0 8-6-8 11-0-8 13-6-8 15-0-8 1-6-0 2-6-0 4-6-8 2-6-0 2-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-81,(8:0-1-8,Edge),(17:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.15 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:85 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=814/0-3-8,9=807/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-808/018-9=-802/011-2=-628/0,2-3=-1493/0,3-4=-1931/0,4-5=-1931/0,5-6=-1931/0,6-7=-1492/0, 7-8=629/0 BOT CHORD 14-15=0/1183,13-14=0/1781,12-13=0/1931,11-12=0/1781,10-11=0/1181 WEBS 8-10=0/921,1-15=0/944,7-10=-876/0,2-15=881/0,7-11=0/494,2-14=0/492,6-11=-459/0,3-14=-457/0, 6-12=-19/440,3-13=-19/440 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND fNCLUOED M?EK REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeW connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify The applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addilionai temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fab ricatiorL storage,delivery,erection and bracing of misses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 JobTruss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca � 712127813 J170993 F10 Floor Supported Gable 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:03 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-bCoKrXghoFghVacNvEOpSUWyFs8Q1kG4Aqu1ZXyZToE 0-K8 Scale=1:32.8 3x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 m I 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 I I 19-8-0 19-8-0 Plate Offsets(X Y)-- f1:Edge 0-0-121,f33:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 19-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19, 18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 1111-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITeW connectors.This design is based only upon parameters shown•and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall buTding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Oty, Ply Riverside-Mills Residence-Ashley Ca 6- T12127814 J170223 Fit Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:06 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-?nUSTYjZ5ADGM1 LyaMZW468Nk4zAE_JWso6XAryZToB 0-1-8 H' 13-0 25-0 Scale=1:34.6 4x4= 1.5x4= 4x4= 3x4= 1.5x4 II 3x6 FP= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 23 0 IT 1 21 20 19 18 17 16 15 14 13 5x5= 4x4= 3x8 MT20HS FP= 3x4= 3x6= 4x4= 5x5= 1-6-0 4-0-0 6-6-0 11-9-8 14-3-8 16-9-8 19-3-8 20-9-8 16-0 + 2-6-0 2-6-0 5-3-8 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,(11:0-3-0,Edgel,[17:0-1-8,Edgel,[23:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.25 15-16 >972 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.37 15-16 >662 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(fL) 0.07 12 n/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:115 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-8:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-19:2x4 SP 225OF 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 22=1124/0-5-0,12=1130/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1119/0,11-12=-1123/0,1-2=-909/0,2-3=-2290/0,3-4=-3195/0,4-5=-3726/0, 5-6=-3726/0,6-7=-3726/0,7-9=-3195/0,9-10=-2290/0,10-11=-908/0 BOT CHORD 20-21=0/1715,18-20=0/2844,17-18=0/3526,16-17=0/3726,15-16=0/3526,14-15=0/2843, 13-14=0/1717 WEBS 11-13=0/1364,1-21=0/1332,10-13=-1284/0,2-21=-1280/0,10-14=0/910,2-20=0/914, 9-14=-878/0,3-20=-880/0,9-15=0/560,3-18=0/557,7-15=-525/0,4-18=-526/0, 7-16=-98/663,4-17=-96/670,5-17=-37610,6-16=-364/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Riverside-Mills Residence-Ashley Ca i. 712127815 A 70223 F12 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:11 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-MkHLW GnivirYSoDwNv9hmArJz5nSvLFG04gl r3yZTo6 0-48 Scale=1:32.4 3x3 I 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 3 H IT 32 31 30 29 28 27 26 25 24 23 22 21 20 19 IS 17 3x3— 3x3 I i 19-5-0 19-5-0 Plate Offsets(X,Y)-- fi:Edge,0-0-121,[33:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight:95 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 19-5-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)17 except 32=264(LC 1),31=692(LC 1),30=683(LC 1),29=684(LC 1),28=684(LC 1),27=684(LC 1),26=684(LC 1),25=684(LC 1),24=684(LC 1),23=684(LC 1),22=683(LC 1), 21=686(LC 1),20=677(LC 1),19=712(LC 1),18=517(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:17-32=-413(F=-403),I-I6=-100 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MRekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21811.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply Riverside-Mills Residence-Ashley Ca • T12127816 J170223 F13 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:16 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-j i4EZzgrkETrZZ6t9TksTDZ5b6RuaZR?9MX3XGyZTo 1 1-3-0 1-9-8 Scale=1:20.4 3x6= 1 3x6= 2 3 4 5 6 T i i 14 13 12 11 10 9 8 7 3x4= 1.5x4 11 1.5x4 I 3x4= 1-6-0 4-0-0 7-3-8 111-0-8 12-6-8 1-6-0 2-6-0 3-3-8 1-3-0 2-6-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.0711-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.09 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=676/Mechanical,7=676/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-671/0,6-7=-671/0,1-2=-506/0,2-3=-114710,3-4=-1337/0,4-5=-1147/0,5-6=-506/0 BOT CHORD 12-13=0/949,11-12=0/1337,10-11=0/1337,9-10=0/1337,8-9=0/949 WEBS 6-8=0!761,1-13=0/761,5-8=-703/0,2-13=-703/0,5-9=0/332,2-12=0/332,4-9=388/0,3-12=-388/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.10/03,2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system..Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Russ web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127817 J170223 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:21 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-3fu7chu_Zn58fL_ry0K1 AHGwP782Eo4kJeFgBUyZTny 1-3-0 1-6-8 0148 Scale=1:18.3 5x5= 4x4 = 1.5x4 I 3x3= 1.5x4= 1 4x7= 2 3 4 3x3= 5 6 I I 14 o T i I 13 12 11 10 9 8 7 5x5= 3x5= 1.5x4 11 3x3= 5x5= 3x3 3x3= 1-6-0 7-0-8 9-6-8 11-0-8 1-6-0 5-6-8 2-6-0 1-6-0 Plate Offsets(X Y)-- i1:Edge 0-1-81 f6:0-1-8 Edgel f11:0-1-8 Edge],f14:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.16 9-10 >813 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:65 Ib FT=2046F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=1273/Mechanical,7=1259/0-2-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-1250/0,6-7=-1250/0,1-2=-893/0,2-3=-2173/0,3-4=-217310,4-5=-2006/0,5-6=-92510 BOT CHORD 11-12=011733,10-11=0/2173,9-10=0/2173,8-9=0/1753 WEBS 6-8=0/1350,1-12=0/1342,5-8=-1314/0,2-12=-133310,5-9=0/436,2-11=01785,4-9=-366/0,3-11=-399/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:7-13=-10,1-6=-226 2)Dead:Lumber Increase=1.00,Plate Inc(ease=1.00 Uniform Loads(plf) Vert:7-13=-10,1-6=-226 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-10,1-4=-226,4-6=-146 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-10,1-3=-146,3-6=-226 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-10,1-4=226,4-6=-146 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job i , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127817 J170223 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:212017 Page 2 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-3fu7chu_Zn58fL_ry0K1 AHGwP782Eo4kJeFgBUyZTny LOAD CASE(S) Standard Uniform Loads(plf) Vert:7-13=1 0,1-3=-146,3-6=-226 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca • I T12127818 223 J170F15 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:25 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-yR7eS2xUc?cZ8ylcBsPzL70b?kU7Ad?JEGD2KFyZTnu 1-3-0 2-0-0 Scale=1:18.7 1.5x4 11 3x6= 1 3x6= 2 3 4 5 6 0 d� 12 11 10 9 8 7 1.5x4 II 3x4= 1-6-0 4-0-0 7-6-0 10-0-0 11-6-0 1-6-0 2-6-0 T 3-6-0. 2-6-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress,Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=619/0-5-8,7=619/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-605/0,6-7=-612/0,1-2=-440/0,2-3=-1095/0,3-4=-1095/0,4-5=-1002/0,5-6=-456/0 BOT CHORD 11-12=0/846,10-11=0/1095,9-10=0/1095,8-9=0/858 WEBS 6-8=0/685,1-12=0/661,5-8=-639/0,2-12=-645/0,5-9=0/265,2-11=0/495,4-9=-263/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute,218 hl.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty IPly Riverside-Mills Residence-Ashley Ca • It T12127819 J170223 F16 Floor Supported Gable 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:30 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-JOwXVm?dRYEsEjAZ_P?82A8ZTI Ifix23NXwo?SyZTnp 1 3x3 11 21.5x4 11 31.5x4 11 Scale=1:11.2 7 1.5x4= 0 m I 6 5 4 3X3 II 1.5x4 11 3x3= 2-4-8 2-4-8 Plate Offsets(X,Y)-- 17:0-1-8,0-0-121 1 LOADING (psf) SPACING-I 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress incr NO WB 0.01 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight:17 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 6=299/2-4-8,4=215/2-4-8,5=569/2-4-8 FORCES. (lb)-Max.Comp./Max.Tena-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6) In the LOAD CASE(S)section,loads iapplied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-413(F=-403),1-3 -100 A WARNING-Verity design parameters an'd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev 101032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca • 712127820 J170223 F17 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:33 2017 Page 1 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-jzcg8n2VkTcR5Bv8fXYrgpm4fyNO21 hV3V9TcnyZTnm D•N8 oN8 Scale=1:18.9 1 2 3 4 5 6 7 8 9 10 i 2 22 0 0 ' I 20 19 18 17 16 15 14 13 12 11 3x3= 3x3= 11-5-8 11-5-8 Plate Offsets(X,Y)-- (1:Edge,0-0-121,[21:0-1-8,0-0-121,(22:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-R Weight:58 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 11-5-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buildng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additonal temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca k, L T12127821 J170223 A01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 2709:08:49 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-1 KSIXgcMcCgkOXBZOuSF9w?QOTJKWnwhmJMRfFyZTsC 2-5-8 7-0-0 12-11-0 17-5-8 19-11-0 22 5-8 44 6-8 5-11-0 4-6-8 2-5-5 Scale=1:34.4 4x7= 4x4= 4 23 24 25 26 5 7.00 FIT i 4x10 i 4x10 Z�' w 0 3x4 i 3 6 3x4 < 2 7 1 =1 8 13 10 i m 0 3x10 = 2712 28 29 17 30 3x10= lo> 4 q 4x4= 4x10= 14 9 3x6 11 3x4 I i 3x4 11 3x6 I I 2-5-8 7-0-0 12-11-0 17-5-8 19-11-0 2-5-8 4-6-8 5-11-0 4-6-8 Plate Offsets(X,Y)-- [4:0-5-4,0-2-01,110:0-3-12,0-0-41,[13:0-3-12,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.18 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 SP N0.2'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-14,6-9:2x8 SP DSS,10-13:2X6 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-11-0,Right 2x4 SP No.2 1-11-0 REACTIONS. (Ib/size) 1=1735/0-5-8,8=1730/0-5-8 Max Harz 1=-116(LC 6) Max Uplift 1=932(LC 8),8=-929(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2348/1311,3-4=-3529/1993,4-5=-3070/1801,5-6=-3496/1975,6-8=-2340/1306 BOT CHORD 1-14=-989/1839,12-13=-2592/4783,11-12=-1 655/3058,10-11=-2582/4767, 8-9=-985/1832 WEBS 3-12=-1782/990,4-12=-476/1003,5-11=469/995,6-11=-1793/996 NOTES- 1)2-ply truss to be connected together with 1Od(0.131"&')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc,2x8-2 rows staggered at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25fh B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=ib) 1=932,8=929. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)401 Ib down and 449 Ib up at 7-0-0,148 Ib down and 135 Ib up at 9-2-14,and 148 Ib down and 135 Ib up at 10-8-2,and 401 Ib down and 449 Ib up at 12-11-0 on top chord,and 90 Ib down and 76 Ib up at 6-9-14,394 Ib down and 266 Ib up at 7-2-2,84 Ib down and 53 Ib up at 9-2-14,84 Ib down and 53 Ib up at 10-8-2,and 394 ib down and 266 Ib up at 12-8-2,and 90 Ib down and 76 Ib up at 13-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job, r Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127821 J170223 A01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:08:49 2017 Page 2 I D:AVBvO6tXUYmsmexpPGuAj?ykk5K-1 KSIXgcMcCgkOXBZOuSF9w?QOTJ KW nwhmJM Rf FyZTsC LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-8=-54,14-15=-20,10-13=-20,9-19=-20 Concentrated Loads(lb) Vert:4=-329(B)5=-329(8)12=-394(B)11=-394(8)24=-99(B)25=99(B)27=-90(B)28=-84(B)29=-84(B)30=90(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabte from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca • ' T12127822 J170223 A02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:08:55 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-sUpaokg7C2btISfjN9ZfOBFScuN7wTga8FplsvyZTs6 2-5-8 9-0-0 10-11-0 17-5-8 19-11-0 2-5-8 6-6-8 1-11-0 6-6-8 Scale=1:37.7 4x4= 4x4= 4 5 T 7.00 F12 24 25 0 4x7 i 23 26 4x7 3x4 i 3 6 3x4 2 7 LLJ 1 8 ?� C? o °j 13x10= 12 11 3x10'o �m 0 9 °J 4x4= 4x4= 6 14 9 3x6 11 3x4 11 3x4 11 3x6 11 2-5-8 9-0-010-11-0 17-5-8 19-11-0 2-5-8 6-6-8 1-11-0 6-6-8 Plate Offsets(X,Y)-- f3:0-1-4,0-2-01,f6:0-1-4,0-2-01,(10:0-3-12,0-0-41,(13:0-3-12,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.21 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/T-PI2007 Matrix-MSH Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-14,6-9:2x8 SP DSS,10-13:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-12,6-11 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3jn minimum end distance. SLIDER Left 2x4 SP No.2 1-11-0,Right 2x4 SP No.2 1-11-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing / be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=737/0-5-8,8=737/0-5-8 Max Horz 1=-150(LC 10) Max Uplift 1=-265(LC 12),8=-265(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-951/432,3-4=-1058/453,4-5=-898/458,5-6=-1058/455,6-8=-951/432 BOT CHORD 1-14=-304!791,12-13=-1003/2292,11-12=-227/835,10-11=-989/2176,8-9=-307/753 WEBS 3-12=-1507/780,4-12=-86/299,5-11=-87/305,6-11=-1500/774 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 10-11-0,Interior(1)15-1-15 to 19-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=265,8=265. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verl(y deslgrr parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127823 J170223 A03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:08:59 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-kF24d5jeGH5JD4yUc_dbZ1 P6GVjrsFaA3tnz?gyZTs2 2-5-8 9-11-8 17-5-8 19-11-0 2-5-8 7-6-0 7-6-0 2-5-8 5x5= Scale=1:41.7 4 7.00 12 22 23 4x7 i 21 24 47 3x4 i 3 5 3x4 2 6 1 7 11 i0 9 m 90 3x10= 3x10— IT 4x10= 0 12 8 3x6 11 3x6 11 3x4 11 3x4 11 2-5-8 9-11-8 17-5-8 19-11-0 2-5-8 7-6-0 7-6-0 2-5-8 Plate Offsets(X,Y)-- f3:0-1-0,0-1-121,(5:0-1-0,0-1-121,f7:Edge,0-0-01,f7:0-0-0,0-0-01,f9:0-3-12,0-0-41,[11:0-3-12,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.24 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 HOrz(TL) 0.18 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-12,5-8:2x8 SP DSS,9-11:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-10,5-10 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,bin o.c.,with 31n minimum end distance. SLIDER Left 2x4 SP No.2 1-11-0,Right 2x4 SP No.2 1-11-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=737/0-5-8,7=737/0-5-8 Max Horz 1=165(LC11) Max Uplift 1=-265(LC 12),7=-265(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-986/412,3-4=-1021/401,4-5=-1021/401,5-7=-987/413 BOT CHORD 1-12=-292/801,10-11=-971/2377,9-10=-972/2315,7-8=-292/755 WEBS 3-10=-1647/807,4-10=-1 29/571,5-10=-1648/807 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-Oto 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 12-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=265,7=265. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for nly Is for an use truss b and/or ltwecmembers ividual parameters herd beronly.rss Addditional temporary building porcomponent and permanent bracing a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual MiTek' �q Is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 V I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127824 J170223 A04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:04 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-5Dszgpnm4pjbKrrRPYDmG47yDWQPXTTvD9UkgtyZTrz 2-5-810-2-0 17-5-8 19-11-0 2-5-8 7-8-8 7-3-8 2-5-8 5x8= Scale=1:42.1 2x5 11 3x5= 4 19 20 21 5 6 7.00 F12 18 4x7 i 17 3x4 i 3 2 1 11 9 0 20HS= i0 5x5= 4x4= 12 8 7 3x6 II 3x4 11 3x5= 36 11 2-5-8 10-2-0 17-5-8 191 i-0 2�5-8 7-8-8 7-3-8 2-5-8 Plate Offsets(X Y)-- [3:0-1-0,0- -81 [4:0-5-8,0-2-01,[11:0-3-12,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate.Grip DOL 1.25 TC 0.74 Vert(LL) 0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.24 10-11 >970 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 3-12:2x8 SP DSS,9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-10,4-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O SLIDER Left 2x4 SP No.2 1-11-6 (0.131"x3°)nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=732/0-5-8,7=732/0-5-8 Max Horz 1=313(LC 11) . Max Uplift 1=-254(LC 12),7=-374(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-937/429,3-4=-9721399,4-5=-328/264,5-6=-315/258,6-7=-747/419 BOT CHORD 1-12=637/1030,10-11=-1816/2982,9-10=-558/902,8-9=-702/440,5-9=-368/321 WEBS 3-10=2099/1265,4-10=-1 07/480,4-9=-683/373,6-8=-466/803 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-0,Exterior(2)10-2-0 to 14-4-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=254,7=374. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Riverside-Mills Residence-Ashley Ca V T12127825 J170223 A05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:07 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-VoX6JggfNk5AB1a04gnTujlXxkSVkgZLv7jOHCyZTrw 6-2-12 12-2-0 17-2-5 19-11-0 6-2-12 5 11-4 5-0-5 2-8-11 4x4— 4x4— 3.00 L12 Scale=1:45.5 4 16 17 18 5 3x4 I I 6 7.00 FIT 15 3x5 i 3 m o N n 14 3x4 i 2 1 9 8 19 20 7 3x6 11 1.5x4 11 3x8= 6x6= 6-2-12 12-2-0 17-2-5 19-11-0 6-2-12 5-11.4 5-0-5 2-8-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.28 7-8 >855 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 7 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:127 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-2 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP N0.2 2-0-0 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) 1=732/0-5-8,7=732/0-5-8 Max Horz 1=348(LC 11) Max Uplift 1=-253(LC 12),7=-331(LC 9) Max Grav 1=732(LC 1),7=764(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-987/438,3-4=-631/364,4-5=-566/367 BOT CHORD 1-9=-627/1068,B-9=-627/1068,7-8=-241/320 WEBS 3-8=544/288'5-8=-268/549,5-7=-663/480 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-0,Exterior(2)12-2-0 to 19-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=253,7=331. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127826 J170223 B01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:11 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-OZnd8Ct9RzccfwtoJW rP2ZvCNLgMgmmxgkhbQzyZTrs 7-0.0 8-11-0 15.11-0 7-0-0 1-11-0 7-0-0 Scale:3/8"=1' 5x5= 5x5= 3 4 7.00 12 0 3x4 i 5 3x4 v 2 i 6 I0 0 17B 7 18 4x10 II 1.5x4 II 1.5x4 II 4x10 II 7-0-08-11-0 15-11-0_ 7-0-0 1-11-0 7-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],f3:0-2-8,0-2-11,f4:0-2-8,0-2-11,(6:0-5-7,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.13 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(iQ -0.17 8-11 >999 180 BCLL 0.0 Rep Stress incr NO WB 0.15 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except' TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 I Installation guide. REACTIONS. (Ib/size) 1=1375/0-5-8,6=1375/0-5-8 Max Horz 1=116(LC 6) Max Uplift 1=-733(LC 8),6=-733(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2063/1178,3-4=-1719/1074,4-6=-2063/1178 BOT CHORD 1-8=-913/1699,7-8=-918/1719,6-7=-909/1699 WEBS 3-8=-279/672,4-7=-279/672 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=733,6=733. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)338 Ib down and 412 Ib up at 7-0-0,and 338 Ib down and 412 Ib up at 8-11-0 on top chord,and 258 lb down and 165 Ib up at 6-9-14,333 lb down and 200 Ib up at 7-2-2,and 333 Ib down and 200 Ib up at 8-8-2,and 258 Ib down and 165 Ib up at 9-1-2 on bottom chord. The designtselection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-4=54,4-6=-54,9-13=-20 Concentrated Loads(lb) Vert:3=-1 96(B)4=-1 96(B)8=-333(B)7=-333(B)17=-258(B)18=-258(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MR•EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside-Mills Residence-Ashley Ca 712127827 J170223 B02 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:14 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-oBSInDv2ju_BW NcM_eP6gBXg?Yptt8gN W ivF0lyZTrp 7-11-8 15-11-0 7-11-8 7-11-8 5x5= Scale=1:35.0 3 7.00 FIT 16 17 18 15 3x4 i 43x4 ZZ- 2 1 5 LHj I6 0 19 6 20 3x8 I 1.5x4 I I 3x8 11 7-11-8 15-11-0 r 7-11-8 7-11-8 Plate Offsets(X Y)-- 11-0-3-8 Edgel 15.0-5-7 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.11 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.22 6-9 >882 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:65 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=589/0-5-8,5=589/0-5-8 Max Harz 1=132(LC11) Max Uplift 1=212(LC 12),5=-212(LC 12) Max Grav 1=604(LC 17),5=604(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-733/308,3-5=-733/308 BOT CHORD 1-6=-137/604,5-6=-137/604 WEBS 3-6=-22/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-8,Exterior(2)7-11-8 to 10-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=212,5=212. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE Mir-7473 rev.10/03/2015 BEFORE USF- Design valid for use oNy with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,swANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca • 712127828 J170223 B03 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:18 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-hviGcbyYn6Uc??v8DUT2gl iHb9BgpzHzRKuT93yZTrl 7-11-8 12.8-0 7-11-8 4-8-8 4x4= Scale=1:33.4 3 14 7.00112 13 15 6x6 I I 4 12 3x4 i 2 v ao 1 N 16 7 17 5 5x8 M18SHS 11 6 3x8 II 1.5x4 II 7-11-8 12-1-12 12-8-9 7-11-8 4-2-4 6-4 Plate Offsets(X Y)-- f1:0-3-8,Edgel,f4:0-3-0,Edgel,f5:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.24 7-10 >600 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.57 7-10 >250 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.10 1 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=443/0-5-8,6=483/0-3-8 Max Harz 1=191(LC 11) Max Uplift 1=-157(LC 12),6=-1 76(LC 12) Max Grav 1=457(LC 17),6=518(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-375/193,3-4=-393/211,4-5=-338/186 BOT CHORD 1-7=-147/305,6-7=-147/305,5-6=-147/305 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24fh eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-8,Exterior(2)7-11-8 to 10-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=157,6=176. 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE 6911-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pp building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPII Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca T12127829 J170223 B04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:23 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-1 tVgglOhcf6v5mo5013DX5PJUAw5UBfiacbErHyZTrg 4-2-108-1-11 12-6-8 4-2-10 3-11-2 4-4-13 Scaie=1:33.5 4x4= 3x5= 4 13 5 7.00 FIT 1.5x4 3 12 3x4 i 2 I I 1 7 6 3x8 11 3x8= 1.5x4 11 8-1-11 12-6-8 8-1-11 4-4-13 Plate Offsets(X Y)-- (1:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.20 7-10 >736 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 1 n1a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:74 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Harz 1=254(LC11) Max Uplift 1=-156(LC 12),6=-232(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-563/301,3-4=-376/234,4-5=-354/242,5-6=-437/329 BOT CHORD 1-7=-451/656 WEBS 3-7=-317/221,5-7=-295/490 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-1-11,Exterior(2)8-1-11 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=156,6=232. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca a 712127830 J170223 B05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:29 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-s1 sQwM5SBVt2ghFFMIAdnMfJmbzmuul azY2Y2wyZTra 4-7-12 9-0-012-6-8 4-7-12 4-4-4 3-6-8 4x4= 3x5= Scale=1:35.3 4 i3 5 7.00 F12 1.5x4 3 oi 12 3x4 i 2 1 'V `1 7 6 3x8 I I 3x8= 1.5x4 i 1 9-0-012-6-8 9-0-0 3-6-8 Plate Offsets(X Y)-- 11:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.31 7-10 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Horz 1=279(LC11) Max Uplift 1=154(LC 12),6=-228(LC 9) Max Grav 1=459(LC 1),6=460(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-683/292,3-4=-346/213,4-5=-329/226,5-6=-487/338 BOT CHORD 1-7=-456/661 WEBS 3-7=-365/256,5-7=-310/526 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=154,6=228. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.TMs design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Milis Residence-Ashley Ca • r T12127831 J170223 B06 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:38 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-5mvgpRC54G?nP3R_OhgkeFXr_D_RVvmvt RkXtvyZTrR 5-0-14 9-10-5 12-6-8 5-0-14 4-9-6 2-8-3 40= Scale=1:38.9 3x4 11 4 5 T 7.00 12 1,5x4 13 3 12 3x4 i 2 1 7 6 3x8 11 3x4 3x5= 9-10-5 12-6-8 9-10-5 2-8-3 Plate Offsets(X Y)-- f1:0-3-8 Edge) [4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.17 7-10 >864 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.43 7-10 >342 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Harz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:79 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Horz 1=304(LC11) Max Uplift 1=-1 52(LC 12),6=-224(LC 9) Max Grav 1=459(LC 1),6=471(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-801/284,3-4=-3121193 BOT CHORD 1-7=448/658'6-7=-216/326 WEBS 3-7=-409/281,4-7=-129/445,4-6=-594/329 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-10-5,Exterior(2)9-10-5 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=152,6=224. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca � 712127832 J170223 B07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:45 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-06gTHgHUOPunk8TKIfSNOkJ 1 j2SXe4Bxe1 wOc?yZTrK 5-6-1 10-8-912-8-0 13 1 8 5 6 1 5-2-9 1-11-7 0-5- 5x5= 3x4 I Scale=1:40.3 4 5 7.00 12 1.5x4 II 13 - 3 m 12 3x4 i 2 1 jm 0 7 14 15 6 3x6 I 3x4= 3x5= 5 6-1 10-8-9 12-8-0 103--5118 3-1 8 5-6-1 5-2-9 1-11-7 035 Plate Offsets(X Y)-- [4:0-2-8,0-2-11 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.21 6-7 >730 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.01 1 Na n/a BCDL 10.0 Code FBC2014TrPI2007 Matrix-MSH Weight:81 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=463/0-5-8,6=463/0-5-8 Max Horz 1=329(LC 11) Max Uplift 1=-151(LC 12),6=222(LC 9) Max Grav 1=463(LC 1),6=551(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-567/267,3-4=-745/439 BOT CHORD 1-7=-427/694,6-7=-2021258 WEBS 3-7=-414/325,4-7=-368/713,4-6=-569/424 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-8-9,Exterior(2)10-8-9 to 12-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=15116=222. ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Meek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca Ti 2127833 J170223 CO1 Hip Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:50 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-13eMKXLdFy W 4rvM H5C2Y7n 1 gB33Zl F7goJegiDyZTrF 5-6-87-2-6 — 14-2-8 5-6-8 1-8-0 7-0-0 Scale=1:30.0 4x7— 5x8 M18SHS= Special Special 2 3 7.00 12 N m 7 6 14 4x7= 5x8= 5x8 I 4 4x4 Special Special 1 Special Special 5 5.50 F12 o SPECIAL INDICATES THAT NOT ALL HANGERS rn o 8 2x4311 HAVE BEEN DESIGNED.TYPICAL. o Io 8x8 I 5-6-85 9 6-1"1 14-2-8 5-6-8 0-3- 1-2-0 7-3-0 Plate Offsets(X Y)-- [2:0-5-4,0-2-01,f3:0-5-8,0-2-01 f5:0-2-12,Edge],f7:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.27 6 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.38 6 >443 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.39 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:141 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. 3-5:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. BOT CHORD 2x4 SP No.2`Except` 5-6:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Right 2x6 SP No.2 3-0-0 REACTIONS. (Ib/size) 5=1240/0-5-8,8=1451/Mechanical Max Horz 8=-132(LC 23) Max Uplift 5=-669(LC 8),8=-805(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4940/2917,2-3=-4351/2501,3-5=-475912665,1-8=-1353f787 BOT CHORD 7-8=-122/308,6-7=-2794/4543,5-6=-2419/4408 WEBS 2-7=-1308/2140,2-6=-435/506,3-6=-1 34112345,1-7=-2621/4270 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-10-0 oc. Bottom chords connected as follows:2x4-1 row at 0-6-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered.for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4fF Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Bearing at joint(s)5 considers parallel to grain value using ANSIfFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5--669,8=805. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE MI1-7473 rev.IOAXWO15 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job . 6 Truss Truss Type Ory Ply Riverside-Mills Residence-Ashley Ca 712127833 J170223 C01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:50 2017 Page 2 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-13eMKXLdFyW 4rvM H5C2Y7n1 gB33Zl F7goJe91 DyZTrF NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)350 Ib.down and 426 Ib up at 5-6-8,and 350 Ib down and 426 Ib up at 7-2-8 on top chord,and 268 Ib down and 172 Ib up at 5-4-6,343 Ib down and 213 Ib up at 5-9-8,and 343 Ib down and 213 Ib up at 6-11-8,and 268 Ib down and 172 Ib up at 7-4-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=-54,7-8=-20,6-7=-20,6-9=-20 Concentrated Loads(lb) Vert:2=-214(B)3=-214(B)6=-343(B)7=-343(8)13=-268(B)14=-268(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use,the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21811.Lee Street.Suite 312 A]exandda,VA 22314. Tampa,FL 33610 Job - Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127834 J170223 CO2 Scissor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:09:55 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-51 RFNFPm4U8MxhEFulejgrknt4gPzeKPxbLwzOyZTrA 7-10-0 15-8-0 7-10-0 7-10-0 4x4= Scale=1:34.3 3 7.00 FIT 16 17 6 15 18 4x4 i 5x5= 4 4x4 Q 2 rn ro 5 1 m 5.50 F12 161 5x8 11 5x8 I I 7-10-0 15-8-0 7-10-0 7-10-0 Plate Offsets(X,Y)-- 11:Edge,0-0-01,15:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.12 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.26 6-13 >728 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.26 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-0,Right 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=580/0-5-8,5=580/0-5-8 Max Horz 1=-130(LC 10) Max Uplift 1=208(LC 12),5=208(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 682/582,3-5=-1682/582 BOT CHORD 1-6=-416/1517,5-6=-416/1517 WEBS 3-6=-331/1329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-0,Exterior(2)7-10-0 to 10-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=208,5=208. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall bullring design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside-Milts Residence-Ashley Ca C ' T12127835 J170223 CO2A Scissor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:012017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-wBoW eITXfKvW fciPE01746_k_VwIN Ny1J W oFB4yZTr4 6-4-8 14-2-8 6-4-8 7-10-0 4x4= Scale=1:33.5 2 1 7.00 12 12 11 5 13 5x5 i 5x8= 3 4x4 1 m v 4 �j 5.50 Fi2 m O 1� 6 2x5 11 5x8 11 6-4-8 14-2-8 6-4-8 7-10-0 Plate Offsets(X,Y)-- (4:0-3-9,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.11 5-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) 0.20 5-6 >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.18 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. SLIDER Right 2x6 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer { Installation guide. REACTIONS. (Ib/size) 4=520/0-5-8,6=520/Mechanical Max Horz 6=-147(LC 10) Max Uplift 4=-187(LC 12),6=-187(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1404/458,2-4=-1404/464,1-6=-558/279 BOT CHORD 5-6=-127/372,4-5=-306/1272 WEBS 2-5=205/1012,1-5=-220/980 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-4-8,Exterior(2)6-4-8 to 9-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 4=187,6=187. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTeW connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca ' ' 712127836 J170223 CO3 Scissor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:12 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-61zhy3cQ3iHyU12W OgRiOQxdQxfjSJAvrkzK3xyZTgv 7-10-0 15-8-0 7-10-0 7-10-0 5x5= Scale=1:33.8 3 7.00 FIT 16 6 17 15 18 5x5= 4x4 4x4 G 2 4 M 5 1 IT 5.50 F12 m 0 5x5 5x5 7-10-0 15-8-0 7-10-0 7-10-0 Plate Offsets(X,Y)-- (1:0-2-14,0-1-81,(5:0-2-2,0-3-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.12 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 6-13 >704 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.27 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-13,Right 2x4 SP No.2 1-10-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=605/0-5-8,5=605/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=-204(LC 12),5=-204(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=1 821/1677,3-5=-1821/1677 BOT CHORD 1-6=-458/1642,5-6=-458/1642 WEBS 3-6=-347/1437 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-0,Exterior(2)7-10-0 to 12-0-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=204,5=204. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. � Design valid for use only with MI1ek®connectors.This design Is based only upon parameters shown,and is for on individual building component not a truss system.Before use,the building designer must vedfy the applicability of design parameters and property Incorporate This design Into the overallbuIldMiTek' Is alwraayys required for stcblltty niddIs toto prevent collapserevent lng wiith oIndividual truss web f personal Injury andrchord property damagse. For general guidanAdditional ce rreegardinary and permanent the Hent bracing Itll le k• fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job . r Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127837 J170223 C04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:17 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-SGma?mgZuFwEa3wTAN 1 tj UeSryKw7dOe?Og5k8yZTgq 5-8-8 9-11-8 15-8-0 5-8-8 4-3-0 5-8-8 4x7= Scale=1:28.6 4x4= 3 4 7.00 12 i a 18 17 4x4 i 8 7 5 4x4 2 5x5 5x10= rn 6 v C3) 5.50 F12 6x8 I I 6x8 I I 5-10-0 9-10-0 15-8-0 5-10-0 4-0-0 5-10-0 Plate Offsets(X Y)-- [1:0-0-6,0-0-41,J3:0-5-4,0-2-01,r6:0-3-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.38 7-8 >493 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.34 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-0,Right 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=580/0-5-8,6=580/0-5-8 Max Horz 1=-95(LC 10) Max Uplift 1=-208(LC 12),6=-208(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1767!797,3-4=-1498/735,4-6=-1767/784 BOT CHORD 1-8=-637/1590,7-8=-593/1497,6-7=-619/1591 WEBS 3-8=-236/697,4-7=-232/696 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-8,Exterior(2)5-8-8 to 9-11-8,Interior(1)14-2-0 to 15-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=208,6=208. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10MI2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street Suite 312.Mexandria.VA 22314. Tampa,FL 33610 Job , , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127838 J170223 C05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:25 2017 Page 1 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-DoFbgVma?iw6YIX0e2Am29zt4AOT?D?grFcW OhyZTgi 3-8-8 7-10-0 11-11-8 14-8-8 3-8-8 4-1-8 4-1-8 2-9-0 Scale=1:25.4 4x4= 4x4= 4x4= 3 4 5 7.00 12 18 0 3x4 i c 2 7 N-- 9 8 1 5x10 !' r? 5x12= 4q 0 5.50 F12 4X10 II 6x6 I 3-10-0 11-10-0 14-8-8 3-10-08-0-0 2-10.8 Plate Offsets(X Y)-- fl:Edge 0-0-11 (6:0-2-9 0-1-41 f8'0-9-120-2-81 (9:0-2-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.22 8-9 >805 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.61 8-9 >290 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.19 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-4-3,Right 2x4 SP No.2 2-9-9 Installation guide. REACTIONS. (Ib/size) 1=545/0-5-8,6=553/Mechanical Max Horz 1=54(LC 10) Max Uplift 1=-195(LC 9),6=-205(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1736/818,3-4=-1364/692,4-5=-1076/547,5-6=-1396/638 BOT CHORD 1-9=-689/1556,8-9=-906/1733,6-8=-495/1174 WEBS 3-9=-3031786,4-9=-458/390,4-8=-720/504,5-8=-207/610 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-8,Exterior(2)3-8-8 to 14-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=195,6=205. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' IS always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca • ' 712127839 J170223 C06 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:31 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-2ycsxYrLbYhFGD_A?JHAHO DwSb7gPu Ri D B3gEKyZTgc 14-8-8 1qQ-0 5-10-9 7-10-0 9-9-7 13-10-0 13,11-8 t-8-8 0-1-8 4-0-9 1-11-7 1-11-7 - 4-0-9 D-'1'-8 0-9-0 ' Scale=1:25.5 7.00 12 5x5= 4x4= 4x10= 4x4= 2 18 3 4 19 5 6 v N 1 Li 0 N 9 4x4= 8 7 r` o a0(" 5x12= 1.5x4 II 6x8= Io 3x8 II 4x4 i 5.50 12 1-10-0 5-10-9 7-10-0 9-9-7 13-10-0 , 14-8-8 1-10-0 4-0-9 1-11-7 1-11-7 4-0-9 0-10-8 ' Plate Offsets(X Y)-- 11:0-0-13 0-2-0) (5:0-2-0 0-1-131 16:0-2-11 0-1-81 j7:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.19 8-9 >937 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.33 8-9 >540 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:72 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except' TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins. 1-2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. BOT CHORD 2x6 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 7-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. SLIDER Right 2x4 SP No.2 0-11-8 REACTIONS. (Ib/size) 1=544/0-5-8,6=544/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-236(LC 9),6=-256(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1299/670,2-3=-1049/578,3-4=-2212/1147,4-5=-569/309,5-6=-688/343 BOT CHORD 1-10=569/1078,9-10=-1 139/2212,8-9=-1060/2048,7-8=-1 06012048,6-7=-249/519 WEBS 3-10=-1208/633,4-7=-1 516/794,2-10=-249/576,5-7=-70/252 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exteriof(2)0-0-0 to 5-10-9,Interior(1)5-10-9 to 13-10-0,Exterior(2) 13-10-0 to 14-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=236,6=256. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not at russ system.Before use,The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f��k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 JobTruss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca ' 712127840 IJ1702-23 C07 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:39 2017 Page 1 I D:AVBvO6tXUYmsmexpPGuAj?ykk5K-pV5uclxMi?h7DRciT_Q2c6YE9ptkHc5u3R?FW tyZTgU 6-9-0 12-6-8 6-9-0 5-9-8 4x4= Scale=1:29.4 3 7.00 12 13 12 14 11 3x4 i 5x5 II 2 4 1 71 Lj L4 6 5 1.5x4 11 4x4 11 3x6 11 6-9-0 I 12-6-8 6-9-0 5-9-8 Plate Offsets(X,Y)-- [5:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.08 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.22 6-9 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.05 1 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,5=459/Mechanical Max Horz 1=143(LC 11) Max Uplift 1=-165(LC 12),5=-165(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-455/235,3-4=-4891234,4-5=-404/229 BOT CHORD 1-6=-142/356,5-6=-142/356 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-0,Extedor(2)6-9-0 to 9-9-0 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=165,5=165. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabicatlon,storage.,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job . r Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127841 J170223 C08 Half Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:46 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-6rOX5h013ga7ZW e2Nz2hObLRgeGvQgtwgOC7FzyZTgN 7-0-0 12-6-8 7-0-0 5-6-8 4x10= Scale=1:30.3 2x4 11 3 12 13 4 7.00 12 11 3x4 i 2 1 6 5 1.5x4 11 3x4= 3x8 11 7-0-0 1_2-6-8 7-0-0 5-6-8 Plate Offsets(X Y)-- 11:0-3-8 Edgel (3:0-7-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 6-9 >928 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.43 Horz(TL) 0.04 1 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:651b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,5=459/Mechanical Max Horz 1=221(1-C 11) Max Uplift 1=-1 58(LC 12),5—236(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-431/255 BOT CHORD 1-6=-326/479,5-6=-326/485 WEBS 3-6=-5/284,3-5=-532/333 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45fh L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-0-0,Exterior(2)7-0-0 to 11-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 1=158,5=236. ®WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MrrEK REFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MFTek(D connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127842 J170223 C09 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:512017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-SogQ8O4uthCQfH W OAW es5e2K4fyy5_KfplvuxAyZl-gl 4-7-12 9-0-0 12-6-8 4-7-12 4-4-4 4x4= 3x5= Scale=1:35.3 4 i3 5 7.00 12 1.5x4 3 12 3x4 i 2 1 d 7 6 3x8 11 3xB= 1.5x4 I I 9-0-012-6-8 9-0-0 3 6-8 Plate Offsets(X,Y)-- f1:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.31 7-10 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 1 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP N0.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Harz 1=279(LC11) Max Uplift 1=154(LC 12),6=-228(LC 9) Max Grav 1=459(LC 1),6=460(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-683/292,3-4=-346/213,4-5=-329/226,5-6=-487/338 BOT CHORD 1-7=-456/661 WEBS 3-7=-365/256,5-7=-310/526 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Extedor(2)9-0-0 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=154,6=228. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use ody with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job f Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca 712127843 J170223 C10 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:10:56 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-pmdJ 8681 i Egim3Pzy3E 1 oimAcghU mAzOzadfcOyZTgD 5-7-1211-0-0 12-6-8 , r 5 7-12 5-4-4 1-6-8 5x5= 3x4 11 Scale=1:41.7 4 5 7.00 F12 1.5x4 II 13 3 12 3x4 i 2 1 ei 0 a_ 7 14 15 6 3xg I I 3x4= 3x5= 5-7-12 11-0-0 12-6-8 , 5-7-12 5-4-4 1-6-8 Plate Offsets(X Y)-- f4:0-2-8,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.18 6-7 >848 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 1 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:81 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 1 MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Horz 1=337(LC 11) Max Uplift 1=-148(LC 12),6—217(LC 9) Max Grav 1=459(LC 1),6=553(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-558/263,3-4=-738/439 BOT CHORD 1-7=-419/683 WEBS 3-7=-429/335,4-7=-383/732,4-6=-613/457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=148,6=217. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.1010312016 BEFORE USE. � Design valid for use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 2231 A. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127844 J170223 C11 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:02 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-ew_aR9Dnl3bsU_s7JKLR2z?855k8AsFGLW4zglyZTg7 6-3-4 12-6-8 6-3-4 6-3-4 Scale=1:44.0 4 3x4 7.00 12 12 3x5 i 3 11 3x4 i 2 II 1 I 6 5 3x6 I I 1.5x4 11 4x4= 6-3-4 12-6-8 6-3-4 6-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.10 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(fL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:71 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS T-Brace: 1x4 SPF Stud-4-5 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,5=459/Mechanical Max Horz 1=376(LC 11) Max Uplift 1=144(LC 12),5=-208(LC 9) Max Grav 1=459(LC 1),5=509(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-529/260 BOT CHORD 1-6=-400/669,5-6=-400/669 WEBS 3-6=-6/275,3-5=-641/342 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=144,5=208. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek'building design. Bracing indicated Is 10 prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always recidred for slabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127845 J170223 D01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:07 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-_tnTVsHw6cD8a1146twclOj_n6RxrE8?VnnkVFyZTg2 7-0-0 12.11-0 19-11-0 7-0-0 5-11-0 7-0-0 Scale=1:33.8 4x10= 5x5= 3 17 18 4 1 7.00 rl2 m 0 4x4 G 4x4 Q v 2 5 6 1 tT 19 8 20 21 7 22 6x8= 2x4 !I 3x4= 6x8= 7-0-0 12-11-0 19-11-0 7-0-0 5-11-0 7.0-0 Plate Offsets(X,Y)-- I1:Edge,0-2-41,13:0-7-8,0-2-01,14:0-2-8,0-2-11,f6:Edge,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.20 7-8 >999 180 BCLL 0.0 Rep Stress incr NO WB 0.17 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:111 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied oro-2-2 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-10-14,Right 2x6 SP No.2 1-10-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1689/0-5-8,6=1689/0-5-8 Max Horz 1=-I 13(LC 23) Max Uplift 1=-905(LC 8),6=-905(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2594/1465,3-4=-2185/1322,4-6=-2595/1464 BOT CHORD 1-8=-1 164/2163,7-8=-1171/2184,6-7=-1151/2163 WEBS 3-8=-241/768,4-7=-240/770 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will.fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=905,6=905. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)338 Ib down and 412 Ib up at 7-0-0,156 Ib down and 155 ib up at 9-2-14,and 156 Ib down and 155 Ib up at 10-8-2,and 338 Ib down and 412 Ib up at 12-11-0 on top chord,and 258 Ib down and 165 Ib up at 6-9-14,333 Ib down and 200 Ib up at 7-2-2,86 Ib down and 32 Ib up at 9-2-14,86 to down and 32 Ib up at 10-8-2,and 333 Ib down and 200 Ib up at 12-8-2,and 258 Ib down and 165 Ib up at 13-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 Concentrated Loads(lb) Vert:3=-196(F)4=-196(F)8=-333(F)7=-333(F)17=-114(F)18=-114(F)19=-258(F)20=-68(F)21=-68(F)22=-258(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not ` a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �pp building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek• 5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca • 712127846 J170223 D02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:112017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-tfl_KEKRAgja3M2sLj?Yvstn2jmAn2RbQPlyeOyZTq_ 4-7-12 9-0-0 10-11-0 15-3-4 19-11-0 4-7-12 4-4-4 1-11-0 4-4-4 4-7-12 Scale=1:37.3 4x4= 4x4= 4 5 7.00 12 1.5x4 1.5x4 3 6 T 0 19 20 co 3x4 i 3x4 2 7 1 B IC61 3x8 11 10 9 3x8 II 3x4= 3x4= 9-0-0 10-11-0 19-11-0 9-0.0 1-11.0 9-0-0 Plate Offsets(X,Y)— fl:0-3-8,Edgel,f8:0-5-7,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.12 9-17 >999 240 MT20 244,190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.29 9-17 >819 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:102 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=737/0-5-8,8=737/0-5-8 Max Horz 1=150(LC 11) Max Uplift 1=-265(LC 12),8=-265(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-993/472,3-4=-818/408,4-5=-744/397,5-6=-818/408,6-8=-993/472 BOT CHORD 1-10=-340/839,9-10=-167/655,8-9=-333/826 WEBS 3-10=-295/211,4-10=-90/264,5-9=-90/264,6-9=-295/211 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 10-11-0,Interior(1)15-4-14 to 19-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100]b uplift at joint(s)except Qt=lb) 1=265,8=265. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.10/0=015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based oNy upon parameters shown.and Is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Mexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca ' Ti2127847 J170223 D03 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:15 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-IQGVAbNxE3DOXzMdaY4U4i2JgK2zjjgBL1 j9mnyZTpw 2-4-0 4-4-0 11-11-8 19-7-0_ 21-7.0 , 23-11-0 2-4-0 2-0-0 7-7-8 7-7-8 2-0-0 2-40 Scale=1:45.9 5x5= 5 7.00 F12 4x4= 4x4= 4x4= 44= 3x5 i 3 6 3x5 8 T 1 9 m m 14 23 EE Li 13 12 11 10 24 3x8 11 3x6 II 5x8= 4x10= 1.5x4 I I 3x6 I I 3x8 I I 2-4-0 4-4-0 11-11-8 19-7-0 21-7-0 _1 23-11-0 2-4-0 2-0-0 7-7-8 7-7-8 2-0-0 2-4 0 Plate Offsets(X Y)-- [1:0-3-8 Edge],[9:0-5-7,Edge],[13:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 11-12 >995 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.69 11-12 >418 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. 4-5,5-6:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 225OF 1.9E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Installation guide. REACTIONS. (Ib/size) 1=899/0-5-8,9=899/0-5-8 Max Horz 1=165(LC 24) Max Uplift 1=-354(LC 8),9=-354(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1710/678,3-4=-1444/593,4-5=-1148/457,5-6=-1147/457,6-7=-1468/606, 7-9=-1734/692 BOT CHORD 1-14=509/1375,13-14=536/1444,12-13=-584/1535,11-12=-572/1512,10-11=-549/1468, 9-10=-522/1401 WEBS 3-14=-350/880,4-13=-586/307,4-12=-641/354,5-12=-173/658,6-12=-622/342, 6-11=561/297,7-10=-346/863 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb) 1=354,9=354. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)971b down and 152 Ib up at 2-4-0,and 97 Ib down and 152 Ib up at 21-7-0 on top chord,and 17 Ib down and 11 Ib up at 2-1-14,19 lb down and 12 Ib up at 2-6-2,and 19 Ib down and 12 Ib up at 21-4-14,and 17 lb down and 11 Ib up at 21-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-5=54,5-6=-54,6-7=54,7-9=-54,15-19=-20 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. � Design valid for use only vdth MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must vedly the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy.Additional temporary and permanent tracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabilcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127847 J170223 D03 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:15 2017 Page 2 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-IQGVAbNxE3DOXzMdaY4U4i2JgK2zjjgBLlj9mnyZTpw LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-2(F)7=-2(F)14=-7(F)10=-7(F)23=-6(F)24=6(F) Q{YARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building do-signer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127848 J170223 D04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:19 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-eBW OOzQSHIkRObfOpO8QEYC3CxYmfbxnFfhNvYyZTps 4-4-0 6-4-0 11-11-8 17-7-0 19-7-0 23-11-0 4-4-0 2-0-0 5-7-8 5-7-8 2-0-0 4-4-0 Scale=1:42.3 4x7 11 5 23 24 4x4= 4x4= 4x4= 4x4= 7.00 12 3 6 22 25 3x4 i 2 3x4 O 8 Cl) m 1 9 m I 13 12 26 27 11 10 4x7 I 8x8= 3x4= 3x4= 2x4 II 4x7 I 4-4-0 6 2-4-0 17-7-0 19-7-0 23-11-0 4-4-0 -0-0 11-3-0 2-0-0 4-4-0 Plate Offsets(X,Y)-- 11:0-3-0,0-1-3),[9:0-3-0,0-1-3),[13:0-4-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.33 11-12 >855 240 MT20 . 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.81 11-12 >348 180 BCLL 0.0 Rep Stress Incr YES I WB 0.44 Horz(TL) 0.03 9 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-15,Right 2x4 SP No.2 1-10-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,9=868/0-5-8 Max Horz 1=-161(LC 10) Max Uplift 1=-312(LC 12),9.312(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1488/615,3-4=-1279/569,4-5=-1590/770,5-6=-1590/770,6-7=-1279/569, 7-9=-1489/615 BOT CHORD 1-13=-448/1343,12-13=-459/1373,11-12=-232/793I 10-11=-456/1260,9-10=-445/1231 WEBS 3-13=-223/609,4-12=-931/512,5-12=-370/918,5-11=-370/918,6-11=-931/512, 7-10=-223/609 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-4-0,Exterior(2)4-4-0 to 14-11-8,Interior(1)14-11-8 to 17-7-0,Exterior(2)19-7-0 to 22-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=312,9=312- ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for slabiiity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job , ; Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127871 J170223 G06 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:01 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-uM I FOMN3838SSU2XI Q2PojwihFmKcrVdVsxxc9yZTnK 5-10-5 11-5-3 17-0-0 18.11.0 24-5-13 30.0-11 35-11-0 5-10-5 5-6-13 5-6-13 1-11-0 5-6-13 5-6-13 5-10-5 Scale=1:66.3 5x5= 5x5= 5 6 27 3x5 i 3x5 7.00 12 4 26 7 3x5 i 3x5 W 0 3 8 28 4x4 i2 25 4x4 9 1 10 � 16 15 29 14 13 30 12 11 I0 3x8 II 1.5x4 II 3x4= 5x5= 3x4= 3x4= 1.5x4 II 3x8 II 5-10-5 11.5-3 17-0-0 18-11-0 24-5-13 30-0-11 35-11-0 510-5 5-6-13 5-6-13 1-11-0 5-6-13 5-6.13 5-10-5 Plate Offsets(X Y)-- [1'0-3-8 Edgel [5:0-2-8 0-2-1) [6'0-2-8 0-2-11 [10.0-5-7 Edgel [14'0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.32 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:231 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-14,7-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/0-5-8,10=1329/0-5-8 Max Horz 1=283(LC 10) Max Uplift 1=478(LC 12),10=-478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2021/829,3-4=-1 798/793,4-5=-1509/741,5-6=-1339/689,6-7=1 5OOf737, 7-8=-1 799[793,8-10=-2021/829 BOT CHORD 1-16=-607/1823,15-16=-607/1823,14-15=-474/1614,13-14=-265/1206,12-13=466/1485, 11-12=-608/1675,10-11=608/1675 WEBS 3-15=-332/187,4-15=-69/371,4-14=-664/339,5-14=-247/592,6-13=245/590, 7-13=-668/339,7-12=-68/373,8-12=-331/188 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=36ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 17-0-0,Exterior(2)17-0-0 to 18-11-0,Interior(1)23-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 ib uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not - a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall pp� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job . : Truss Truss Type city, Ply Riverside-Mills Residence-Ashley Ca 712127872 J170223 G07 Common 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:06 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-FJ6834RCycmlYFwU5zeaVmdbYGVcH_TMfBei HNyZTnF 6-7-8 12-11-8 17-11-8 22-11-8 29-3-8 35-11-0 6-7-8 6-4-0 5-0-0 5-0 0 6-4-0 6-7-8 Scale=1:69.4 5x5= 5 T 7.00 F12 1.5x4 11 23 24 1.5x4 11 4 6 5x5 i 5x5 3 7 22 25 4x4 i 2 4x4 8 1 g ICP°° 0 13 12 26 27 11 10 2x4 II 8x8= 8x8= 2x4 11 6x6= 6x6= 6-7-8 12-11-8 22-11-8 29-3-8 35-11-0 1 6-7-8 6-4-0 10.0-0 6-4-0 6-7-8 Plate Offsets(X Y)-- f1:Edge 0-2-81 f3:0-2-8,0-3-01,f7:0-2-8 0-3-01 f9:Edge 0-2-81 f11:0-3-12 0-4-81 [12:0-3-12 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.37 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code F8C2014/TP12007 Matrix-MSH Weight:246 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-5-11,5-12 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Fasten(1X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1312/0-5-8,9=1312/0-5-8 Max Horz 1=294(LC 11) Max Uplift 1=-472(LC 12),9=472(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 961[778,3-4=-1751/727,4-5=-1921/890,5-6=-1921/890,6-7=-1 751/727, 7-9=-1961/778 BOT CHORD 1-13=-559/1783,12-13=-560/1783,11-12=-206/1155,10-11=-560/1616,9-10=-559/1616 WEBS 5-11=-409/938,6-11=-421/298,7-11=-386/231,5-12=-409/938,4-12=-421/298, 3-12=-386/231 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-9-14,Interior(1)3-9-14 to 17-11-8,Exterior(2) 17-11-8 to 21-6-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 472 Ib uplift at joint 1 and 472 Ib uplift at joint 9. 6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE MII-7473 rev.10/03/2075 BEFORE USE � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collopse wllh possible personal Injury and property damage. For general guidance regarding the fabrlcatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. - Tampa,FL 33610 Job , ► Truss Truss Type Oty, Ply Riverside-Mills Residence-Ashley Ca 712127873 J170223 GOB Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:09 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-funHh5U5FX9KPjf3m5BH7PF3gTT?UO8oL6tNuiyZTnC 18-11-0 5-6-B 11-1.8 16-6-8 1 0 24.6.12 30-2-2 35-11-0 58-8 5-5-0 55-0 015-81-11-0 59-12 156 5.6.14 Scale=1:71.2 5x5= 2x4 11 5x8= 5 6 7 7.00 12 3x5-5'1 � 28 6X6 27 8 4 m 3x5 i i 5x5- o 3 9 12 3x4 i 2 26 I 29 0 7x10 I yr 1 13 11 14 6x8 i 2x4 11 1m —15 5.00 12 10 18 17 16 5x8= 3x8 II 1.5x4 11 4x10= 2x4 It 6x6 4x10 18-11-0 58-8 11-1-8 16.6-8 17,-0x0 24-8-12 30-2-2_ __ 35-11-o S-B-B 5-5-0 550 B 1-11-0 59-12 556 58114 Plate Offsets(X Y)-- fl:0-3-8,Edge1 f6:0-2-8,0-2-11,f7:0-6-0,0-2-4),f8:0-2-0,0-3-01,[10:0-0-14,0-2-O1,[l5:0-6-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.44 12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.01 12 >428 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.69 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:278 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 7-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. Except: BOT CHORD 2x4 SP No.2`Except` T-Brace: 2x4 SP No.2-5-15 12-15:2x6 SP No.2,10-12:2x6 SP DSS WEBS T-Brace: 2x4 SP No.2-7-14 WEBS 2x4 SP No.2 2x6 SP No.2-8-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od WEDGE (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Right:2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/Mechanical,10=1329/0-5-8 Max Horz 1=284(LC11) Max Uplift 1=-478(LC 12),10=-478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2018/827,3-4=-1817/799,4-5=-1690/787,5-6=-1700/839,6-7=-1537/759, 7-8=-1787/814,8-9=-5027/1820,9-10=-4688/1774 BOT CHORD 1-18=-604/1712,17-18=604/1712,14-15=385/1455,13-14=-297/150g, 12-13=-1493/4678,11-12=-1531/4245,10-11=-1503/4146 WEBS 3-17=-306/178,15-17=-418/1429,4-15=-381/227,7-13=-282/1096,8-13=-3704/1365, 8-12=-1128/3622,9-12=-43/535,6-14=-340/746,7-14=-567/27 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(l)3-7-2 to 17-0-0,Exterior(2)17-0-0 to 18-11-0,Interior(1)23-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 lb uplift at joint 10. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bolding component not a truss system.Before use,the building designer must verify the applicabillty of design parameters and properly Incorporate this design Into the overall p/� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additlonal temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street-Sulfe 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127874 J170223 G09 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:13 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-Yg1 oXTXbJIfluKzq?xGDHFQjP4rKQKYOGjrat TyZTn8 7-7-12 15-0-020-11-0 28-3.4 35-11-0 7-7-12 7-4-4 5-11-0 7-4-4 7-7-12 Scale=1:61.3 5x8= 5x5= 4 23 24 5 7.00 FIT 22 25 3x5 i 3x5 3 6 cp or 3x4 i 21 26 2 3x4 7 1 61ao 0 12 11 27 10 9 3x8 I I 1.5x4 11 5x5= 5x8= 1.5x4 11 3x8 1 7-7-12 15-0-0 20-11-0 28-3-4 35-11.0 7-7-12 7-4.4 5-11-0 7-4-4 7-7-12 Plate Offsets(X Y)-- [1-0-3-8 Edgel f4'0-6-0 0-2-41 [5'0-2-8 0-2-i1 f8'0-5-7 Edgel [10-0-3-12 0-3-01 f11'0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.37 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:202 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-6 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,4-10,6-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/Mechanical,8=1329/0-5-8 Max Horz 1=-250(LC 10) Max Uplift 1=478(LC 12),8.478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2017/858,3-4=-15861779,4-5=-1361/751,5-6=-1583/777,6-8=-2017/858 BOT CHORD 1-12=-635/1758,11-12=-635/1758,10-11=-375/1329,9-10=-62711668,8-9=-627/1668 WEBS 3-12=0/275,3-11=-621/313,4-11=-139/501,5-10=-1501479,6-10=-623/313,6-9=0/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36fh eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 15-0-0,Exterior(2)15-0-0 to 25-11-15,Interior(1)25-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 8. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev,1010312015 BEFORE USE. � nent,not Design valid only th llebased only incorporateIndividualarameters shown,and Is for an hlding ostem.Before use.the building designer must verify the applicability dessign parameters and properly degn Into overall building design. Bracing Indicated Is to prevent buckling of Individual truss web ad/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job , .% Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127875 J170223 G10 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:17 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-QRGINga6N_9BNxGbEnL9S5aRrh9cM5yzBLpoAEyZTn4 6-7-12 13-0-017-11.8 22-11-0 29-3-4 35-11-0 6-7-12 6-4-4 4-11-8 4-11-8 6-44 6-7-12 Scale=1:61.3 5x5= 3x4= 5x5= 4 5 6 1 7.00 F12 3x5 i 28 24 3x5 3 7 m v 0 3x4 i 22 25 2 3x4 8 1 9 1C? dr 0 13 12 26 27 11 10 3x8 II 1.5x4 II 5x8= 5x8= 1.5x4 11 3x8 II 6-7-12 13-0-0 22-11-0293-4 + 35-11-0 6-7-12 6-4-4 9-11-0 6-4-4 6-7-12 Plate Offsets(X,Y)-- (1:0-3-8,Edge),(4:0-2-8,0-2-11,76:0-2-8,0-2-1),(9:0-5-7,Edge),[11:0-3-12,0-3-0),[12:0-3-12,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.35 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.75 11-12 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.14 9 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/Mechanical,9=1329/0-5-8 Max Horz 1=217(LC 11) Max Uplift 1=478(LC 12),9=478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2020/875,3-4=-1700/813,4-5=-1 396[773,5-6=-1395/773,6-7=-1700/813, 7-9=-2020/875 BOT CHORD 1-13=-660/1770,12-13=-660/1770,11-12=-500/1498,10-11=-653/1675,9-10=-653/1675 WEBS 3-12=-484/263,4-12=-201/554,5-12=-282/139,5-11=-282/139,6-11=201/554, 7-11=-484/263 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36ft eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 13-0-0,Exterior(2)13-0-0 to 27-11-15,Interior(1)27-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 9. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addiflonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job , lb Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127876 J170223 G11 Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:22 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-nO3BQYeEBW nUTj9Z t KwK981ITivp 1 N W i Ld W ZrSyZTn? 5-7-12 11-0-0 17-11-8 24-11-0 30-3-4 35-11-0 5-7-12 5-4-4 6-11-8 6-11-8 5-4-4 5-7-12 Scale=1:61.5 5x8= 1.5x4 II 5x8= 4 24 25 5 26 27 6 7.00 12 3x5 i 3x5 3 7 N Z-:- 2328 3x4 8 9 d 14 13 29 12 30 11 10 1.5x4 I I 3x4= 5x8= 3x4= 1.5x4 11 3x8 3x8 I I II 5-7-12 11-0 0 17-11-8 24-11-0 30 3-4 35-11-0 5 7-12 5-4-4 6-11-8 6-11-8 5-4-4 5.7-12 Plate Offsets(X Y)-- f1:0-3-8 Edge) f4:0-6-0 0-2-4) 16:0-6-0 0-2-4j f9:0-5-7 Edge) f12:0-4-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.34 12-13 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.36 Horz(TL) 0.14 9 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/Mechanical,9=1329/0-5-8 Max Horz 1=183(LC11) Max Uplift 1=-478(LC 12),9=478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2019/887,3-4=-1794/857,4-5=-1773/927,5-6=-1773/927,6-7=-1794/857, 7-9=-2019/887 BOT CHORD 1-14=-682/1779,13-14=-682/1779,12-13=-520/1577,11-12=-513/1495,10-11=-673/1675, 9-10=-673/1675 WEBS 3-13=-365/198,4-13=-84/368,4-12=-1 88/495,5-12=-428/304,6-12=-1 88/495, 6-11=84/368,7-11=-365/1 98 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=36ft;eave=5ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 11-0-0,Exterior(2)11-0-0 to 30-3-4,Interior(1)30-3-4 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 9. Q WARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED MR'EK REFERANCE PAGEA111-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MRekO connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For genera,guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job 7 i Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127877 J170223 G12 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:28 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-cYRSgbi?nMYd Becj N a1 IOPXKR7wgR3_bjZ_t25yZTmv 4-7-12 9-0-0 17-11-8 26-11-0 31-3-4 35-11-0 4-7-12 4-4-4 8-11-8 8-11-8 4-4-4 4-7-12 Scale=1:61.2 5x5= 3x8= 5x5= 4 23 24 25 5 26 27 28 6 7.00 12 1.5x4 1.5x4 i g2 7 29 m 3x4 i 21 30 b 2 3x4 m 8 1 9 m o 12 31 11 32 10 3x8 3x8= 6x6= 3x8= 3x8 I I I 9-0-0 17-11-8 26-11-0 35-11-0 9-0-0 8-11-8 8-11-8 9-0-0 Plate Offsets(X Y)-- f1:0-3-8 Edgel r4:0-2-8,0-2-11,[6:0-2-8,0-2-11,f9:0-5-7 Edge],[11:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.46 10-11 >928 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. 4-6:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-10 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/Mechanical,9=1329/0-5-8 Max Horz 1=-150(LC 10) Max Uplift 1=478(LC 12),9=-478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2008/918,3-4=-1881/880,4-5=-1611/818,5-6—1611/818,6-7=-1881/880, 7-9=-2008/918 BOT CHORD 1-12=-707/1735,11-12=-848/2225,10-11=-848/2225,9-10=699/1659 WEBS 4-12=-193/596,5-12=-801/315,5-11=0/397,5-10=-801/315,6-10=-1 93/597 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 9-0-0,Exterior(2)9-0-0 to 31-11-15,Interior(1)31-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 9. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111--7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n n building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalion,storage,delivery,erection and txacing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job i Truss Truss Type Oty Ply Riverside-Mills Residence-Ashley Ca 712127878 J170223 G13 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:35 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj7ykk5K-vuM68_oO7W OeXie3lZfOAuKSDyJraAbd K9AlnByZTmo 7-0-0 14-4-4 21-6-12 28-11-0 35-11-0 1 7-0-0 7-4-4 7-2-8 7-4-4 7-0.0 Scale=1:61.0 5x8= 1.5x4 II 5x8= 5x5= 7.00 12 3 21 22 23 24 4 5 25 26 27 28 29 6 3x5 i 2 3x5 o 7 0 1 8 Im o 12 30 31 32 33 11 10 34 35 36 937 5xa I 1.5x4 II 5x8= 5x8= 3x5= 5x8 II 1 0-0 14-4-4 21-6-12 28-11-0 35-11-0 7-0-0 7-4-4 7-2-8 7-4-4 7-0-0 Plate Offsets(X,Y)-- j3:0-6-0,0-2-41,jb:0-4-0,0-3-01,[6:0-2-8,0-2-1),[10:0-4-0,0-3-0),(11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.47 9-10 >922 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.92 9-10 >469 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.22 8 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,5-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=3306/Mechanical,8=3333/0-5-8 Max Horz 1=117(LC 23) Max Uplift 1=-1626(LC 8),8=-1639(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-5572/2794,3-4=-6976/3471,4-5=-6976/3471,5-6=-4804/2495,6-8=-5639/2823 BOT CHORD 1-12=-2272/4676,11-12=-2281/4702,10-11=-3301/6970,9-10=3301/6970, 8-9=-2297/4732 WEBS 3-12=-281/924,3-11=-1203/2733,4-11=-641/429,5-10=-1 981756,5-9=-2620/1155, 6-9-927/2278 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-8-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lot mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fh L=36ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1626 Ib uplift at joint 1 and 1639 Ib uplift at joint 8. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev.IOIOM015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overallbuildp Is alwing ayys rreguired for stan. bility anddIs to to preveevent nt nt collapsebuckling ith oIndividual truss f personal web andechord property damagse niFy.Additional or general guidance regarding permanent and the bracing iVliTe k' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSR-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127878 J170223 G13 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:35 2017 Page 2 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-vuM68_oO7W QeXie3lZfOAuKSDyJraAbdK9AlnByZTmo NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)335 Ib down and 412 Ib up at 7-0-0,147 Ib down and 155 Ib up at 9-2-14,147 lb down and 155 Ib up at 11-2-14,133 Ib down and 141 Ib up at 12-8-4,135 Ib down and 141 Ib up at 23-9-12,147 Ib down and 155 Ib up at 24-8-2,and 147 Ib down and 155 Ib up at 26-8-2,and 335 Ib down and 412 Ib up at 28-11-0 on top chord,and 258 Ib down and 165 ib up at 6-9-14,333 Ib down and 200 Ib up at 7-2-2,86 Ib down and 32 Ib up at 9-2-14,86 Ib down and 32 Ib up at 11-2-14,728 Ib down and 304 Ib up at 12-8-4,728 Ib down and 304 Ib up at 23-9-12,86 Ib down and 32 Ib up at 24-8-2,86 Ib down and 32 Ib up at 26-8-2,and 333 Ib down and 200 Ib up at 28-8-2,and 258 lb down and 165 Ib up at 29-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-8=-54,13-17=-20 Concentrated Loads(lb) Vert:3=-196(F)6=-196(F)12=-333(F)9=-333(F)21=-114(F)23=-114(F)24=-111(F)26=1 11(F)27=-114(F)29=-1 14(F)30=-258(F)31=68(F)32=-68(F) 33=-728(F)34=-728(F)35=-68(F)36=-68(F)37=-258(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Is always required for abllltylcantddIs to to prevent collapserevent ing wiithiIndividual truss web and/or chord members possible personal Injury and property damage. lFyor general guidance regarding he.Adflonal temporary and permaHent bracing iVliTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job < : Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127879 J170223 H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:42 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-CFHIdNtnUgJetnhPCXH1zM7jOmhnjTefxkNcXHyZTmh 7-0-010-11-0 17-11-0 r 7-0-0 3-11-0 7-0-0 Scale=1:33.2 4x7= 4x4= 3 17 4 7.00 12 CP 0 4x4 i 4x4 2 5 6 1 I6 0 18 8 19 7 20 6x6= 2x4 11 3x4= 6x6= 7-0-010-11-0 17-11-0 7-0-0 3-11-0 7-0-0 Plate Offsets(X,Y)-- fl:Edge,0-2-81,f3:0-5-4,0-2-01,f6:Edge,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.15 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.06 6 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. BOT CHORD 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-10-14,Right 2x6 SP No.2 1-10-14 Installation guide. REACTIONS. (Ib/size) 1=1520/0-5-8,6=151910-5-8 Max Horz 1=-113(LC 6) Max Uplift 1=-815(LC 8),6=-814(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2284/1302,3-4=-1911/1177,4-6=-2285/1301 BOT CHORD 1-8=-1021/1890,7-8=-1028/1911,6-7=-1006/1891 WEBS 3-8=-254/688,4-7=-255/692 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 815 Ib uplift at joint 1 and 814 Ib uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)337 Ib down and 410 Ib up at 7-0-0,and 156 Ib down and 155 Ib up at 8-11-0,and 337 lb down and 410 Ib up at 10.11-0 on top chord,and 256 Ib down and 165 Ib up at 6-9-14,332 Ib down and 200 Ib up at 7-2-2,86 Ib down and 32 Ib up at 8-11-0,and 332 Ib down and 200 Ib up at 10-8-2, and 256 Ib down and 165 Ib up at 11-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 Concentrated Loads(lb) Vert:3=1 94(F)4=-194(F)8=-332(F)7=-332(F)17=-114(F)18=-256(F)19=-68(F)20=-256(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job . • Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca T12127880 J170223 H02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:47 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-YC4eg5xwlCxv=M?4tCgaghonSZOk8O404N DVyZTmc 4.5-12 8-8-0 -34 13-5-4 17-11.0 4-5-12 4-2-4 -7-0 4.2-4 4-5-12 4x4= Scale=1:39.0 4 7.00 F12 1.5x4 1.5x4 i 18 >>9 5 3 20 17 3x4 i 3x4 2 6 1 7 Im 0 8 3x8 II 3x8= 3x8 ll 9-3-0 i B-B-0 11 6 17-11-0 B-8-0 a3 B-8-0 a3-B Plate Offsets(XY)-- f1:0-3-8,Edgel,f7:0-5-7,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.08 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.79 Vert(TL) -022 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0-14 Horz(TL) 0.02 7 n/a n/a BCDL 10-0 Code FBC2014/fP12007 Matrix-MSH Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP Not MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=663/0-5-8,7=663/0-5-8 Max Horz 1=146(LC 11) Max Uplift 1=-238(LC 12),7=238(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-880/405,3-4=-743/339,4-5=-743/339,5-7=-880/405 BOT CHORD 1-8=-283/744,7-8=-277/726 WEBS 3-8=-272/201,5-8=-272/201,4-8=-154/470 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-8,Exterior(2)8-11-8 to 13-2-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 Ib uplift at joint 1 and 238 Ib uplift at joint 7. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103,2015 BEFORE USE, Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and in=systems,seeANSi/TPI I Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tempe,FL 33610 Job , ; Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127881 J170223 H03 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:51 2017 Page 1 I D:AV Bv06tXUYmsmcxpPGuAj?ykk5K-RzK9VS_RM RRMSAt8Ewy8gF_NoOpTKY6_?e2bMGyZTmY 4-7.8 8-11-8 13-3-8 17-11-0 4-7-8 4-4-0 4-4-0 4-7-8 4x4= Scale=1:37.1 4 7.00,� 18 19 1.5x4 1.5x4 3 5 20 17 3x4 i 3x4 6 2 1 7 d, �6 0 8 3x8 I I 3x8= 3x8 I I 8-11-8 17-11.0_ 8-11-8 8-11-8 Plate Offsets(X Y)-- f 1:0-3-8 Edgel f7:0-5-7 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.09 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.22 8-15 >995 180 BCLL 0.0 Rep Stresslncr YES WB 0.14 Horz(TL) 0.02 7 We n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=663/0-5-8,7=663/0-5-8 Max Horz 1=-148(LC 10) Max Uplift 1=-238(LC 12),7=-238(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-874/396,3-4=-741/333,4-5=-741/333,5-7=-874/396 BOT CHORD 1-8=-263/739,7-8=-263/722 WEBS 4-8=-165/497,5-8=-282/195,3-8=-282/195 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-8,Exterior(2)8-11-8 to 11-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 Ib uplift at joint 1 and 238 Ib uplift at joint 7. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mn EKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekb connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss systern.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job , i Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127682 J170223 H04 Common Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:55 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-JIZg Lq 1 xQfxoxnAvT104_59wMODwGELZwGOoV 1 yZTm U 4-7-88 8-11-8 13-3-8 17-11-0 4-7- 4-4-0 4-4-0 4-7-8 5x5 11 Scale=1:39.2 4 7.00 F12 3x8 i 3x8 3 5 I 5x5 i 5x5' 2 6 1 7 _ 1111 Ll 1111 1111 L I 1 1111 1 1 10 19 20 10 21 22 9 23 24 8 25 8x8 HTU26 HTU26 3x10 II HTU26 8x8— HTU26 3x10 II Bx8= = HTU26 HTU26 HGUS26-2 4-7-8 I 8-11-8 13-3-8 17-11-0 4-7-8 4-4-0 4-4-0 4-7-8 Plate Offsets(X Y)-- [1:0-2-0 0-1-31 [1:0-3-12,0-4-71,[7:0-2-0,0-1-31,[7:0-3-12,0-4-71,(9:0-4-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.25 8-9 >844 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:251 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-5,Right 2x4 SP No.2 1-6-5 REACTIONS. (Ib/size) 1=6590/0-5-8,7=6085/0-5-8 Max Horz 1=144(LC 7) Max Uplift 1=-2528(LC 8),7=-2504(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-8783/3418,3-4=-6774/2743,4-5=-6746/2730,5-7=-9641/4045 BOT CHORD 1-10=2834/7415,9-10=-2834/7415,8-9=-3329/8053,7-8=-3329/8053 WEBS 4-9=-2488/6211,5-9=-2674/1332,5-8=-1536/3355,3-9=-1898/730,3-10=-769/2249 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fh L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2528 Ib uplift at joint 1 and 2504 Ib uplift at joint 7. 8)Use Simpson Strong-Tie HTU26(20-1OdGirder,11-1Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-4-4 from the left end to 11-4-4 to connect truss(es)to back face of bottom chord. 9)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,8-1 Od Truss)or equivalent at 13-3-8 from the left end to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 Ib down and 39 Ib up at 15-1-13,and 93 ib down and 23 Ib up at 17-1-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlTekw connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into fhe overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M6Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job , ; Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127882 J170223 H04 Common Girder 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:55 2017 Page 2 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-JIZgLgl xQfxoxnAvT104_59wMODwGELZwGOoVlyZTmU LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=54,4-7=-54,11-15=-20 Concentrated Loads(ib) Vert:8=-3286(B)17=-93 19=-1300(B)20=-1309(8)21=-1309(B)22=-1309(B)23=-1309(B)24=-1309(B)25=-160 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERAMCE PAGE Mil-7473 rev.10/032015 BEFORE USE. � Design valid for use only wllh MITek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse wifh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TP11 Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job . ; Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127883 J170223 J01 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:14:59 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-CW pABB4SUuSEPPUgib509xKe7dYmCBH9ru_OeoyZTmO 2-5-8 7-0-0 2-5-8 + 4-6-8 Scale=1:29.1 4 7.0012 W 0 3x4 I 13 m 12 m 3x4 i 3 v 2 1 5x10 MT20HS= o 0 7 2x4 Ii 3x6 11 2-5-8 7-0-0 2-5-8 4-6-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.19 5-6 >444 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.31 5-6 >270 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.0D Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=257/0-5-8,4=153/Mechanical,5=104/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-32(LC 12),4=-119(LC 12),5=-33(LC 12) Max Grav 1=257(LC 1),4=166(LC 17),5=122(LC 3) FORCES. (lb)-Max.Comp./ivlax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-265177 BOT CHORD 1-7=-223/319 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 1,119 Ib uplift at joint 4 and 33 lb uplift at joint 5. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overallbuildp Is aalwing design.ays required for ability anddIs to to prevent collapsevent lng wiith fpossIndividual ible personal njury and property damage b arid/or chord members NFyor genera guidance rretional gaarrding the permanent bracing i�liTek� fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tana,FL 33610 Job . i Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127884 J170223 J02 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:02 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-c5UJpD7KmpgoGsCFNjejmayElgfxPY1 bXrDgFlyZTmN 2-5-8 5-0-0 2-5-8 2-6-8 Scale=1:22.9 4 7.00 12 2x4 11 13 m 3 `� 3x4 i rn 2 c? r� �12 1 4x4= o o 7 1.5x4 II 3x6 11 2-5-8 5-0-0 2-5-8 2-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.07 5-6 >909 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 nta n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer l Installation guide. REACTIONS. (Ib/size) 1=183/0-5-8,4=102/Mechanical,5=81/Mechanical Max Harz 1=118(LC 12) Max Uplift 1=20(LC 12),4=-78(LC 12),5=-33(LC 12) Max Grav 1=183(LC 1),4=111(LC 17),5=86(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint 1,78 Ib uplift at joint 4 and 33 Ib uplift at joint 5. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MITek0 connectors.This design Is based only upon parameters shown,and is for an Individual building component•not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage•delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tempa,FL 33610 Job , : Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127885 J170223 J03 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:06 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-VskgfbArg2KEITW OcZjfxQ6_f R6V LMOBSTBuOuyZTmJ 2-5-8 2-5-8 Scale=1:15.7 4 1.5x4 II 7.00 12 3 3x4-f, m m 2 rn 1 N 5 O O 5x4= LJ 7 1.5x4 II 3x6 11 2-5-8 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n1a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP Not 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,4=37/Mechanical,5=72/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=-7(LC 12),4=-23(LC 12),5—48(LC 12) Max Grav 1=109(LC 1),4=39(LC 17),5=79(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 1,23 lb uplift at joint 4 and 48 Ib uplift at joint 5. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job . i Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127886 J170223 J04 Corner Jack 14 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:09 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-vRPyHcg7zipcxFbH iGMZ2kV0fBxYj IdBRPY_DyZTmG 1-0-0 1-0-0 Scale=1:9.8 7.00 12 2 r t 1 m 0 rn 0 3 3x4 i 3x6 11 1-0-0 • 1.0.0 Plate Offsets(X,Y)-- [1:0-9-2,0-3-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-2-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=35/0-5-8,3=11/Mechanical,2=24/Mechanical Max Horz 1=16(LC 12) Max Uplift 1=-2(LC 12),3=-3(LC 12),2=20(LC 12) Max Grav 1=35(LC 1),3=16(LC 3),2=27(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24fh eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 Ib uplift at joint 1,3 Ib uplift at joint 3 and 20 Ib uplift at joint 2. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabilcaBom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ally Ply Riverside-Mills Residence-Ashley Ca 712127887 J170223 J05 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:13 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-oCfT7_FEBBDF5YYM W XLIjuv8rGKgUVeD33N17_yZTmC 1-9-14 5-7-7 6-5-6 617,7 940-1 i 1-9-14 1-6-6 ' 2.3-3 0-9-150-2-1 3-2-10 6 Scale=1:28.2 4.95 F12 6x6 i 5 22 3x4 11 4 m _o 1.5x4 11 21 3 f 3x4 11 10 3x6= 2 4x7= o 1L4 i lr 1`0 25 12 9 24 8 0 4x7= 4x4 I 3x4 11 3x4= 23 14 2x4 11 3x6 11 0- -6 3-4-4 5-7-7 6-7-7 9-10-1 0- 6 3-3-13 2-3-3 1-0-0 3-2-10 Plate Offsets(XY)-- f12:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.13 12-13 >889 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.19 12-13 >606 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:46 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-14,4-12,5-9:2x4 SP 225OF 1.9E 7-6-12 oc bracing:10-11 WEBS 2x4 SP No.2 8-8-2 oc bracing:12-13. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) 1=424/0-7-0,6=85/Mechanical,7=338/Mechanical Max Horz 1=165(LC 21) Max Uplift 1=-150(LC 8),6=-61(LC 8),7=-185(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-459/180,3-4=-694/331,4-5=-827/441 BOT CHORD 1-14=275/395,8-9=-273/440,5-10=-1 65/317,10-11=523/841,12-13=-408/639 WEBS 5-8=-568/353 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft L=24ft;eave=4ft;Cat. If;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 Ib uplift at joint 1,61 Ib uplift at joint 6 and 185 Ib uplift at joint 7. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 30 Ib up at 1-5-0,and 72 Ib down and 36 Ib up at 4-2-15,and 116 Ib down and 102 Ib up at 7-0-14 on top chord,and 3 Ib down and 6 Ib up at 1-5-0,and 48 Ib down and 62 Ib up at 4-2-15,and 58 Ib down and 51 Ib up at 7-0-14 on bottom chord. The designtselection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,14-15=-20,7-9---20,10-11=-20,12-13=-20 Concentrated Loads(lb) Vert:22=-26(B)23=-2(B)24=-52(B)25=-44(B) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MlI-7473 rev.10/03,2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda.VA 22314, Tampa,FL 33610 JobTruss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127888 J170223 J06 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:17 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-g_u_zLl kEQjgaAs71 N PEtk3fMteMQKkp_hLzGlyZTmB 1-9-14 i 3-0-4 5-7-7 i 6-3-146-7-7 _ 9-7-1 1-9-14 1-6-6 2-3-3 0-8-7 -3- 2-11-10 6 Scale=1:28.1 5x8 MI8SrH 4.95 12 5 3x5 11 4n m 1.5x4 11 20 CO m 3 a a 3x4 10 92 6x6= o LA 1 J2 &7=24 11 8 23 4x4 11 5x5 11 22 13 2x4 11 3x6 11 0- -6 3-4-4 5-7-7 6-7-7 9-7-i 0-0-6 3-3-132-3-3 1-0-0 2-11-10 Plate Offsets(X Y)-- (5.0-3-11 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.31 9-10 >375 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.46 9-10 >250 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.23 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 4-11,5-8:2x4 SP 2250F 1.9E MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=413/0-7-0,6=298/Mechanical,7=118/Mechanical Max Horz 1=161(LC 8) Max Uplift 1=145(LC 8),6=-193(LC 8),7=-51(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-440/171,3-4=-659/315,4-5=-686/361 BOT CHORD 1-13=-2621377,5-9=-181/339,9-10=-392/627,11-12=-390/609 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 Ib uplift at joint 1,193 Ib uplift at joint 6 and 51 Ib uplift at joint 7. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 30 Ib up at 1-5-0,and 72 Ib down and 36 Ib up at 4-2-15,and 116 Ib down and 102 Ib up at 7-0-14 on top chord,and 3 Ib down and 6 Ib up at 1-5-0,and 48 Ib down and 62 Ib up at 4-2-15,and 58 Ib down and 51 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,13-14=-20,7-8=-20,9-10=-20,11-12=-20 Concentrated Loads(lb) Vert:21=-26(B)22=-2(B)23=-52(B)24=-44(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev 10103/2015 BEFORE USE. Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek'building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda,VA 22314. Tampa,FL 33610 Job i Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127889 J170223 J07 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:20 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-4Ya7bN LdXL5FRdaiOVzxVNhCd5m5dhU Fgfadt4yZTm5 7-0-0 7-0-0 Scale=1:29.1 3 1 7.00 12 10 `o 9 mo N a 3x4 i v 2 1 1 4 3x8 11 7-0-0 7-0-0 Plate Offsets(XY)-- (1:0-3-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.17 4-7 >490 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.32 4-7 >263 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:26 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=257/0-5-8,3=168/Mechanical,4=88/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-32(LC 12),3=140(LC 12),4=12(LC 12) Max Grav 1=257(LC 1),3=184(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-356/112 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 1,140 Ib uplift at joint 3 and 12 Ib uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify The applicability of design parameters and property Incorporate this design Into the overall 1� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job , s Truss Truss Type Oty Ply Riverside-Mills Residence-Ashley Ca 712127890 J170223 JOB Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:24 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-zKpdRkO7bZbhvEuUfL1 tfDsztiC4ZVTgbGYrOsyZTml 5-0-0 5-0-0 Scale=1:22.9 3 7.00 FIT 1 10 3x4 i m m 2 ci m 9 1 _ 1 4 3x6 11 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.08 4-7 >718 180 BCLL O.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI20O7 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 h4jTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=118(LC 12) Max Uplift 1=20(LC 12),3=-101(LC 12),4=-10(LC 12) Max Grav 1=183(LC 1),3=131(LC 17),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint 1,101 Ib uplift at joint 3 and 10 Ib uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an Individual bullding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job . a Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127891 J170993 J09 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:27 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-NVVm3mQOuUZFmid2LTbaHfUYIVGkmSDH HEmVdAyZTm_ 3-0-0 3-0-0 Scale=1:15.7 3 7.00 FIT 3x4 i 2 1 T 1 4 3x6 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC0.15 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=-7(LC 12),3=-64(LC 12),4=7(LC 12) Max Grav 1=109(LC 1),3=80(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 1,64 Ib uplift at joint 3 and 7 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1--7073 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M eW 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job , : Truss Truss Type City Ply Riverside-Mitis Residence-Ashley Ca T12127892 J170223 J10 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:30 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-oUAvhoSuAPMgd9LdOc8HvU6yo7CEzAWjzC?9DVyZTlx 4-11-0 9-10-1 4-11-0 4-11-0 i4 Scale=1:28.7 I 4.95 12 14 3x4 3 13 3x4 i 2 1 1 15 16 17 6 5 6x6 11 3x4= 9-10-1 9-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 6-9 >533 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.56 6-9 >208 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(fL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=406/0-7-0,4=117/Mechanical,5=293/Mechanical Max Horz 1=165(LC21) Max Uplift 1=-137(LC 8),4=-97(LC 8),5=-139(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-739/178 BOT CHORD 1-6=-285/378 WEBS 3-6=-429/323 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;.eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 1,97 lb uplift at joint 4 and 139 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 30 Ib up at 1-5-0,and 961b down and 82 lb up at 4-2-15,and 126 Ib down and 127 lb up at 7-0-14 on top chord,and 3 lb down and 6 l up at 1-5-0,and 24 Ib down and 16 Ib up at 4-2-15,and 48 lb down and 26 ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)to the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(F)14=44(17)15=2(F)16=-9(F)17=-34(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. - Tampa,FL 33610 Job t ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127893 J170223 J11 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:34 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-gFQPX9VPEesG6nf PFSDD3KGfSkZcvzoJ ugzMMGyZTIt 4-9-8 9-7-1 4-9-8 4-9-8 4 Scale=1:28.1 4.95 Fl2 14 3x4 3 13 3x4 2 1 d 15 16 17 6 5 4x7 11 3x4= 9-7-1 9-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.20 6-9 >580 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.50 6-9 >227 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=395/0-7-0,4=117/Mechanical,5=286/Mechanical Max Horz 1=161(LC 21) Max Uplift 1=-132(LC 8),4=97(LC 8),5=-137(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-697/172 BOT CHORD 1-6=-276/365 WEBS 3-6=414/313 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 Ib uplift at joint 1,97 Ib uplift at joint 4 and 137 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 30 Ib up at 1-5-0,and 96 Ib down and 82 Ib up at 4-2-15,and 126 Ib down and 127 ib up at 7-0-14 on top chord,and 3 Ib down and 6 Ib up at 1-5-0,and 24 Ib down and 16 Ib up at 4-2-15,and 48 Ib down and 26 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:13=-3(B)14=-44(B)15=-2(B)16=9(B)17=-34(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND imcLUDED MIrEK REFER4mcE PAGE Mr1-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p A building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addfional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandda-VA 22314. Tampa,FL 33610 Job > Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127894 J170223 J12 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:37 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-5g6Y9BYHXZErzEOzwamwhyuCOxZZ6NhlaoB l zbyZTlq 7-0-0 7-0-0 Scale=1:27.0 3 T 7.00 12 10 9 m N 4X4 2 0 0 1 f 5.50 F12 6x8 I i Plate Offsets(X,Y)-- f1:0-0-6,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.19 4-7 >437 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.32 4-7 >257 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=267/0-5-8,3=171/Mechanical,4=89/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-26(LC 12),3=-137(LC 12),4=19(LC 12) Max Grav 1=267(LC 1),3=186(LC 17),4=1 19(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-277/224 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 Ib uplift at joint 1,137 Ib uplift at joint 3 and 19 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/012015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tie fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127895 J170223 J13 Corner Jack 3 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:41 2017 Page 1 I D:AVBvo6tXUYmsmcxpPGuAj?ykk5K-zbL3?YbobokGSshl9Qrsso3u6Y_x2BgLVQ9E6MyZTlm 5-0-0 - 5-0-0 Scale=1:21.4 3 N1 l Io 7.00 12 T 10 In 4x4 i 1 m 2 rn cb 9 0 1 a j 5.50 12 6x6 11 I Plate Offsets(X,Y)-- (1:0-0-2,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.09 4-7 >665 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-5-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=183/0-5-8,3=114/Mechanical,4=69/Mechanical Max Horz 1=118(LC 12) Max Uplift 1=-15(LC 12),3=93(LC 12),4=-23(LC 12) Max Grav 1=183(LC 1),3=125(LC 17),4=84(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.421/248 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 Ib uplift at joint 1,93 Ib uplift at joint 3 and 23 lb uplift at joint 4. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE � Design valid for use ody with MITek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job • ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127896 J170223 IJ13A Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:44 2017 Page 1 ID:AVBvO6tXUYmsmexpPGuAj?ykk5K-NA1 Bdadgtj7rJJQKgYOZTRhRLm27FYQnBOOujhyZTlj 3-6.8 3-6-8 Scale=1:19.0 2 i 7.00 F12 5 T 3 1.5x4 II I 1 0) 1 � N t` 1 ' t 5.50112 ADEQUATE SUPPORT REQUIRED-4 3x4 1! I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 I Rep Stress Incr YES I WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MR Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 4=123/Mechanical,2=84/Mechanical,3=39/Mechanical Max Horz 4=108(LC 12) Max Uplift 2=-81(LC 12),3=-11(LC 12) Max Grav 4=123(LC 1),2=96(LC 17),3=63(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 Ib uplift at joint 2 and 11 Ib uplift at joint 3. ©WARNING-Verify design parameters and READ NOTES DN THIS AND INCLUDED M1TEK REFERANCE PAGE mit-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mliek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always regWred for stability and to prevent collapse wfih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job TrussTruss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127897 J170223 J14 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:47 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-ol i KGcfZAeVQAn9uVgyG53Jz7z53SvADtLcYJOyZTlg 3-0-0 3-0.0 Scale=1:15.7 3 7.00 FIT i 4x4 i m 2 q 1 � N 5.50 F12 6x6 11 I Plate Offsets(X,Y)-- f1:0-7-10,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-5-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=65/Mechanical,4=43/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=2(LC 12),3=54(LC 12),4=-22(LC 12) Max Grav 1=109(LC 1),3=73(LC 17),4=47(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 Ib uplift at joint 1,54 Ib uplift at joint 3 and 22 Ib uplift at joint 4. WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2815 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Info the overall building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the _ fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job A + Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca 712127898 J170223 J15 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:50 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-CKOSudiRTZt?1 EtTBpVzjixVBBBafGvfaJrDwLyZTld 1-0-0 1-0-0 Scale=1:9.8 7.00 12 2 r r r T r r a 1 m O I 5.50 F12 1 4x4 i I LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=36/0-5-8,2=22/Mechanical,3=12/Mechanical Max Horz 1=23(LC 12) Max Uplift 2=-24(LC 12),3.7(LC 12) Max Grav 1=36(LC 1),2=26(LC 17),3=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24fh eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 2 and 7 Ib uplift at joint 3. ®WARNING-Verify des19a parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based ody upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Buifding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127899 J170223 J16 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:54 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-55dzk?IyXnNQW rBFQeavtY54Xolgbzl FUxpQ36yZTIZ 4-11-0 9-10-1 4-11-0 4-11-0 4 Scale=1:27.8 i NAILED 4.95 12 13 3x4 5 NAILED 3 12 C0 3x4 N NAILED 4x4 v 16 2 NAILED < 11 fi 1 15 NAILED 3.89 F12 14 6x8 11 NAILED I Plate Offsets(X Y)— 11-0-0-12 0-6-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.17 6-9 >673 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.46 6-9 >256 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-10 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=398/0-6-4,4=126/Mechanical,5=303/Mechanical Max Horz 1=165(LC 8) Max Uplift 1=137(LC 8),4=104(LC 8),5=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1083/584 BOT CHORD 1-6=-684/1037 WEBS 3-6=-973/649 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24fh eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 1,104 Ib uplift at joint 4 and 145 Ib uplift at joint 5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 j Concentrated Loads(Ib) Vert:12=-5(B)13=-38(B)14=-3(6)15=18(B)16=-40(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND iNCLUDED mrrEKREFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additlonai temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gddance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127900 J170223 J17 Jack-Partial Girder 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:15:57 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-VgJ6M1 ngpil?NJwp5n7cVAjbG?LNoKehBvl4gRyZTIW 4-9-8 9-7-1 4-9-8 4-9-8 Scale=1:25.9 4 NAILED 4.95 F12 13 0 3x4 5 NAILED 3 12 3x4 rn v 4x4% 16 NAILED 2 NAILED a 11 N 1 15 NAILED 3.89 FIT 14 6x8 II NAILED I Plate Offsets(X Y)-- I1:0-0-12 0-6-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.15 6-9 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.41 6-9 >282 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-10 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=387/0-6-4,4=124/Mechanical,5=296/Mechanical Max Horz 1=161(LC 21) Max Uplift 1=-132(LC 8),4=-104(LC 8),5=-143(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 028/558 BOT CHORD 1-6=-656/995 WEBS 3-6=-932/623 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f;L=24fh eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 Ib uplift at joint 1,104 Ib uplift at joint 4 and 143 Ib uplift at joint 5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148'x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:12=-5(F)13=-38(F)14=3(1`)15=18(F)16=-40(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the over building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' I pp iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127901 J170223 JIB Jack-Open 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:00 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-vF_E_2pj6d8aEneOmvhJ7pLDZDYq?n N8ttGkHmyZTIT 1-5-8 1-5-8 Scale=1:11.2 7.00 FI2 2 1 3 3x4= 1-5-8 1-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=53/0-5-8,2=34/Mechanical,3=20/Mechanical Max Horz 1=35(LC 12) Max Uplift 1=-2(LC 12),2=-30(LC 12),3=-6(LC 12) Max Grav 1=53(LC 1),2=37(LC 17),3=27(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 1,30 Ib uplift at joint 2 and 6 lb uplift at joint 3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only wlih MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stablltty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and tarns systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job c i Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127902 J170223 J19 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:03 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykkSK-KggNd4sbPYW85ENzR1 EOIRzhfQZ9C87aZrUPu5yZTIQ 3-0-0 3-0-0 Scale=1:15.7 3 7.00 FIT 3x4 i 2 T a) N 1 cv 4 3x6 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01. 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Harz 1=70(LC 12) Max Uplift 1=-7(LC 12),3=-64(LC 12),4=-7(LC 12) Max Grav, 1=109(LC 1),3=80(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 1,64 Ib uplift at joint 3 and 7 Ib uplift at joint 4. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1411-7473 rev.10/032015 BEFORE USE � Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of musses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avolloNe from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job ` Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127903 J170223 J20 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:08 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-gnTGgnwkE58RB?FxEbgBSVhX9RFLtPMJj7CAZlyZTIL 2-1-1 4-2-3 2-1-1 2-1-1 Scale=1:15.4 3 4.95 Fl2 3x4 2 1 11 4 3x6 I I 4-2-3 4-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(fL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=167/0-7-0,3=94/Mechanical,4=46/Mechanical Max Harz 1=70(LC 8) Max Uplift 1=-39(LC 8),3=-71(LC 8),4=-5(LC 8) Max Grav 1=167(LC 1),3=94(LC 1),4=68(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 1,71 Ib uplift at joint 3 and 5 Ib uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 30 Ib up at 1-5-0 on top chord,and 3 Ib down and 6 Ib up at 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:11=-2(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wllh possible personal Injury artd property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnlss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job , + Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 772127904 J170223 J21 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:12 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-ZZjnV9zEHJetgdZiTQv7cLrDb2ccpCMvdkANi3yZTiH 1-11-9 3-11-3 1-11-9 1-11-9 Scale=1:14.9 3 4.95 F12 v 0 3x4 2 t2 v N O 1 a ci 11 4 3x6 I 3-11-3 3-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=158/0-7-0,3=88/Mechanical,4=43/Mechanical Max Harz 1=65(LC 8) Max Uplift 1=-37(LC 8),3=-67(LC 8),4=-5(LC 8) Max Grav 1=158(LC 1),3=88(LC 1),4=64(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 Ib uplift at joint 1,67 Ib uplift at joint 3 and 5 Ib uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 lb down and 30 Ib up at 1-5-0 on top chord,and 3 Ib down and 6 Ib up at 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:11=-2(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314, Tampa,FL 33610 Job > > Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127905 J170223 J23 Jack-Open 21 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:16 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-RKyH LW 01 LY919EsTiGz3mBOnUfuBIOLUYMBbrryZTl D 7-0-0 7-0-0 Scale=1:29.1 3 7.00 12 10 Im 9 m'o N y 3x4 i e 2 I 1 T 4 1 3x8 I 7-0-0 7-0-0 Plate Offsets(X Y)-- f1:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.17 4-7 >490 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.32 4-7 >263 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=257/0-3-8,3=168/Mechanical,4=88/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=32(LC 12),3=140(LC 12),4=-12(LC 12) Max Grav 1=257(LC 1),3=184(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-356/112 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 1,140 Ib uplift at joint 3 and 12 Ib uplift at joint 4. ®WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job J Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127906 J170223 J24 Comer Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:19 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-sveOzY2deTXlOhb2NOXmOpeN Btz4yN5xEKMFS9yZTIA 4-11-0 r 4-11-0 Scale=1:21.2 3 7.00 12 10 3x4 i o � 2 ri m m 9 1 4 3x6 11 4-11-0 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.08 4-7 >755 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=180/0-5-8,3=118/Mechanical,4=62/Mechanical Max Harz 1=116(LC 12) Max Uplift 1=-19(LC 12),3=-1 OO(LC 12),4=-1 O(LC 12) Max Grav 1=180(LC 1),3=129(LC 17),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fh L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 Ib uplift at joint 1,100 lb uplift at joint 3 and 10 Ib uplift at joint 4. 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.10/032015 BEFORE USE � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job � A Truss Truss Type Oty Ply Riverside-Mills Residence-Ashley Ca 712127907 J170223 J25 Corner Jack 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:23 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-kgtxpw58ii 1 J UJvpcEbiZfo6cUOquB4W 9yKSbxyZT16 3-0-0 3-0-0 Scale=1:15.7 3 7.00 F12 3x4 i l 2 m vi cp N 1 N 4 3x6 II 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MlTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Harz 1=70(LC 12) Max Uplift 1=-7(LC 12),3=-64(LC 12),4=-7(LC 12) Max Grav 1=109(LC 1),3=80(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 1,64 Ib uplift at joint 3 and 7 Ib uplift at joint 4. Q WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGEM11-7473 rev.10/03!1015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component noT a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslbie personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of misses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127908 J170223 J25A Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:26 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-9FZ3Rx80_dPuLmdOlN9PAIQdshPX5YpzrwZ7CGyZT13 3-0-0 3-0-0 Scale=1:15.7 3 7.00 12 3x4 i 02 T e, N 1 N 4 3x6 11 3-0-0 _ 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 rl/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=7(LC 12),3=-64(LC 12),4=-7(LC 12) Max Grav 1=109(LC 1),3=80(LC 17),4=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 1,64 Ib uplift at joint 3 and 7 Ib uplift at joint 4. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED 811TEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127909 J170223 J26 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:30 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-10oaHJBX2rvJgOx9XCDML8bL6Jny1 LpYmYXKL1y7Tl? 1-0-0 1-0-0 Scale=1:9.8 7.00 12 2 I I 1 � 0 v a or C V 6 �I 3 3x4= 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=37/0-5-8,2=23/Mechanical,3=14/Mechanical Max Horz 1=24(LC 12) Max Uplift 2=-21(LC 12),3=-6(LC 12) Max Grav 1=37(LC 1),2=25(LC 17),3=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Ib uplift at joint 2 and 6 Ib uplift at joint 3. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE � Design valid for use ody with MiTekb connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildIs alwwng ayys rreguired for sln. abllity,and top eIndicated Is to vent collapserevent iwwiith fIndividual truss web and/or posssible personal Injury and proord perty damage.rs F r general guidance rAddillonal egardingg and the Hent bracing MOW k� fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job , i Truss Truss Type Ory Ply Riverside-Mills Residence-Ashley Ca 712127910 J170223 J27 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:33 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-SbUjvKDPLmluhrgkCLn3ymDkzW iOEf7_SVI_wMyZTky 4-11-0 9-10-1 _ 4-11-0 4-11-0 4 Scale=1:28.7 T 4.95 F12 14 3x4 3 13 ( 3X4 i 2 1 15 16 17 6 5 6x6 11 3x4= 9-10-1 9-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 6-9 >536 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.56 6-9 >209 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=406/0-7-0,4=117/Mechanical,5=292/Mechanical Max Horz 1=165(LC 8) Max Uplift 1=-139(LC 8),4=-96(LC 8),5=-139(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-736/178 BOT CHORD 1-6=-284/377 WEBS 3-6=427/322 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 1,96 lb uplift at joint 4 and 139 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 31 Ib up at 1-5-0,and 96 Ib down and 82 lb up at 4-2-15,and 125 lb down and 125 Ib up at 7-0-14 on top chord,and 5 Ib down and 9 Ib up at 1-5-0,and 24 Ib down and 16 Ib up at 4-2-15,and 47 Ib down and 26 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(B)14--42(B)15=-4(B)16=9(B)17=33(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE. Design valid for use only Wil MiTek(3)connectors.This design is based only upon parameters shown.and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotlon,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127911 J170223 J28 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:38 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-oZHcz2HY9JwBncYi?uM EfgwdgXScvzokcnTlcZyZTkt 4-8.12 4-8-12 Scale=1:21.5 3 7.00 12 9 4x4 i m 2 rn C2 M m 1 3x8 II 4 4-8-12 4-8-12 Plate Offsets(X Y)-- [1:0-2-4,0- -31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.07 4-7 >827 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=173/0-3-8,3=113/Mechanical,4=60/Mechanical Max Harz 1=112(LC 12) Max Uplift 1=-14(LC 12),3=98(LC 12),4=12(LC 12) Max Grav 1=173(LC 1),3=125(LC 17),4=83(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 Ib uplift at joint 1,98 ib uplift at joint 3 and 12 Ib uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bu0ding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members ody.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job 0 Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127912 J170223 J29 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:40 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-kxPMOklohwAul wi46J Pil F?OZLB2NtHO35ysgSyZTkr 2-8-12 2-8-12 Scale=1:15.7 3 7.00 12 4x4-;r- 2 2 co CP N 1 N 4 3x8 I 2-8-12 2-8-12 Plate Offsets(X Y)-- [1:0-2-4,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=99/0-3-8,3=66/Mechanical,4=32/Mechanical Max Horz 1=64(LC 12) Max Uplift 1=2(LC 12),3=-61(LC 12),4=-8(LC 12) Max Grav 1=99(LC 1),3=75(LC 17),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 Ib uplift at joint 1,61 Ib uplift at joint 3 and 8 Ib uplift at joint 4. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appllcablllly of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904?arks East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexancirlm VA 22314. Tampa,FL 33610 Job • • Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127913 J170223 J30 Comer Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:44 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-djftD5MJ19gKW X?sL8Tev5AkW yZAJhHc-jw3pDyZTkn 0-8-12 0-8.12 7.00 12 Scale=1:9.8 3 2 r 1 I 4 3x8 11 0-8-12 0-8-12 Plate Offsets(X,Y)-- (1:0-2-4,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 0-10-5 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=27/0-3-8,3=16/Mechanical,4=11/Mechanical Max Horz 1=17(LC 12) Max Uplift 3=19(LC 12),4=10(LC 12) Max Grav 1=27(LC 1),3=19(LC 17),4=13(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 Ib uplift at joint 3 and 10 Ib uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based ody upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127914 J170P93 J31 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:47 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-11K?s7OB243vN?kQOH1 LXjo849UkW_t2gh8kQYyZTkk 4.9-8 9-7-1 4-9-8 4-9-8 4 Scale=1:28.1 4.95 F12 14 3x4 3 13 3x4 2 1 r d t 15 16 17 6 5 4x7 11 3x4= 9-7-1 9-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.20 6-9 >584 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.50 6-9 >228 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0. be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=395/0-7-0,4=116/Mechanical,5=285/Mechanical Max Horz 1=161(LC 8) Max Uplift 1=-135(LC 8),4=97(LC 8),5=-137(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-694/171 BOT CHORD 1-6=-275/364 WEBS 3-6=-413/312 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 1,97 Ib uplift at joint 4 and 137 Ib uplift at joint 5. 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 Ib down and 31 Ib up at 1-5-0,and 96 Ib down and 82 Ib up at 4-2-15,and 125 Ib down and 125 Ib up at 7-0-14 on top chord,and 5 Ib down and 9 Ib up at 1-5-0,and 24 Ib down and 16 Ib up at 4-2-15,and 47 Ib down and 26 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(F)14--42(F)15=-4(F)16=-g(F)17=-33(F) ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek9 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tama.FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127915 J170223 J31A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:51 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-w3aW hU Ri61ZLrc2C F75HhZzp3mrgSotebJ6xZJyZTkg 4-9-8 9-7-1 J 4-9-8 4-9-8 4 Scale=1:28.1 I� 0 4.95 F12 14 3x4 3 13 rn ap v � e 3x4 i 2 1 1 15 16 17 6 5 4x7 I I 3x4= 9-7-1 9-6-10 LOADING fpsf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.20 6-9 >584 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.50 6-9 >228 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=395/0-7-0,4=116/Mechanical,5=285/Mechanical Max Horz 1=161(LC 8) Max Uplift 1=-135(LC 8),4=-97(LC 8),5=-137(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-694/171 BOT CHORD 1-6=-275/364 WEBS 3-6=-413/312 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 1,97 lb uplift at joint 4 and 137 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 31 Ib up at 1-5-0,and 96 Ib down and 82 Ib up at 4-2-15,and 125 lb down and 125 Ib up at 7-0-14 on top chord,and 5 Ib down and 9 lb up at 1-5-0,and 24 Ib down and 16 lb up at 4-2-15,and 47 Ib down and 26 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:13=-3(B)14--42(B)15=-4(B)16=-9(B)17=-33(B) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only wilh MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not . a truss system.Before use,the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i V0 iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandra VA 22314. Tampa,FL 33610 Job • ' Truss Truss Type city Ply Riverside-Mills Residence-Ashley Ca 712127916 J170223 J31 B Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:55 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-oqp 1 XsU D9X3mKDLzUyADsP7R_06NNf?E Wx49i4yZTkc 4-7-4 5-6-14 , 6.6-14 r 9-2-7 4-7-4 0-11-10 1-0-0 2-7-9 5 Scale=1:28.2 4.95 F12 6x6 I 4 3x4 11 3 16 4x4 2 is 1 8 _ o 5x10 MT2 240 3x4= PIN 17 18 10 7 2x4 11 4x4 I 6 3x8 11 I 0- 6 5-6-14 6-6-14 9-2-7 0- -6 5-6-8 1-0-0 2-7-9 Plate Offsets(X Y)-- [1:Edge 0-0-01 [4:0-3-5 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.23 8-9 >480 240 MT20 244/190 'TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.34 8-9 >320 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x6 SP No.2 2-0-0 6-0-0 oc bracing:7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=365/0-4-3,5=290/Mechanical,6=103/Mechanical Max Horz 1=155(LC 8) Max Uplift 1=127(LC 8),5=-189(LC 8),6=-43(LC 8) Max Grav 1=365(LC 1),5=290(LC 1),6=103(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-353/124,3-4=-317/147 BOT CHORD 4-8=-172/310,1-10=-214/326 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4fh Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 Ib uplift at joint 1,189 lb uplift at joint 5 and 43 Ib uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 Ib down and 27 Ib up at 1-0-6,and 93 Ib down and 78 Ib up at 3-10-5,and 123 Ib down and 122 Ib up at 6-8-4 on top chord,and 6 Ib down and 13 Ib up at 1-0-6,and 21 lb down and 16 Ib up at 3-10-5,and 45 Ib down and 27 Ib up at 6-8-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,6-7=-20,8-9=-20,10-11=20 Concentrated Loads(lb) Vert:7=31(F)4=37(F)16=-2(F)17=-4(F)18=-8(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wflh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127917 J170223 J32 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:16:58 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-DPVA9uW 5SSRLBh4YA5jwT2ly8bE3az9gCuJpJPyZTkZ 4-10-4 9-8-7 4-10-4 4-10-4 4 Scale=1:26.4 4.95 F12 12 3x4 i 3 11 4x4 2 1 13 14 15 6 I 3x9 II 5 3x4= 9-8-7 9-8-1 Plate Offsets(X Y)-- (1:Edge 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.20 6-9 >568 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.53 6-9 >219 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=388/0-4-3,4=111/Mechanical,5=307/Mechanical Max Horz 1=163(LC 8) Max Uplift 1=131(LC 8),4=-94(LC 8),5=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1052/179 BOT CHORD 1-6=-286/399 WEBS 3-6=-454/326 i NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with,any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 Ib uplift at joint 1,94 Ib uplift at joint 4 and 145 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 Ib down and 29 Ib up at 1-3-6,and 96 Ib down and 82 Ib up at 4-1-5,and 126 Ib down and 127 Ib up at 6-11-4 on top chord,and 3 Ib down and 6 Ib up at 1-3-6,and 24 Ib down and 16 Ib up at 4-1-5,and 48 Ib down and 26 Ib up at 6-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=20 Concentrated Loads(lb) Vert:11=3(F)12=-44(F)13=2(17)14=-9(F)15=-34(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.(0'03/2015 BEFORE USE Design valid for use only with Mflek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of musses and miss systems,seeANSI/TPI l Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job = Truss Truss Type aty Ply Riverside-Mills Residence-Ashley Ca 712127918 J170223 J32A Jack-Partial Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:02 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-5Akg?FacW hxngl OJPwoseuwe7Cb?W n9G7W HOSAyZTkV 4-10-4 9-8-7 4-10-4 4-10-4 4 Scale=1:26.4 4.95 12 12 3x4 3 11 44 2 1 13 14 15 6 3x8 I I 5 3x4= 9-8-7 9-8-7 Plate Offsets(X,Y)-- (1:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.20 6-9 >568 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.53 6-9 >219 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=388/0-4-3,4=111/Mechanical,5=307/Mechanical Max Horz 1=163(LC 8) Max Uplift 1=-131(LC 8),4=-94(LC 8),5=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1052/179 BOT CHORD 1-6=-286/399 WEBS 3-6=-454/326 i NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 Ib uplift at joint 1,94 Ib uplift at joint 4 and 145 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 Ib down and 29 Ib up at 1-3-6,and 96 Ib down and 82 Ib up at 4-1-5,and 126 Ib down and 127 Ib up at 6-11-4 on top chord,and 3 Ib down and 6 Ib up at 1-3-6,and 24 Ib down and 16 lb up at 4-1-5,and 48 lb down and 26 Ib up at 6-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:11=-3(B)12=-44(B)13=-2(B)14=-9(B)15=-34(131) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek(D connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate his design Into the overall buildIsalwaysrreguired for stan. bility ticated Is to and to prevent collapse wrevent itith fpoIndividual ssible personal njury and property b and/or chord damage.mbers NFyor general guidance guidancce rregarding he al temporary and permanent bracing MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty, Ply Riverside-Mills Residence-Ashley Ca 712127919 J170993 J33 Jack-Open Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:05 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-W IOpdHcUpcKLXm6u43LZFW YBBPayjATi pU W h3VyZTkS 7-0-0 7-0-0 Scale=1:29.1 3 3x4 7.00 12 m � o J> y i e 2 10 11 12 1 4 5x8 I I 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-6 >533 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 4-6 >274 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.07 3 n/a n/a BCDL 10.0 Code FBC2014T FP12007 Matrix-MP Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. SLIDER Left 2x4 SP No.21-10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=747/0-5-8,3=177/Mechanical,4=731/Mechanical Max Harz 1=160(LC 8) Max Uplift 1=223(LC 8),3=-134(LC 8),4=273(LC 8) Max Grav 1=747(LC 1),3=182(LC 25),4=731(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-861/663 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 Ib uplift at joint 1,134 Ib uplift at joint 3 and 273 Ib uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)384 Ib down and 165 Ib up at 2-0-12,and 384 Ib down and 165 Ib up at 4-0-12,and 385 Ib down and 164 Ib up at 6-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:3-7=-54,1-4=-20 Concentrated Loads(lb) Vert:10=-384(F)11=-384(F)12=-385(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job * Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127920 J170223 J34 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:10 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-sj Dig_gdd8yedX?rtcxkyZF66OPHORj RzmDSkiyZTkN 2-11-14 2-11-14 Scale=1:13.0 3 4.95 12 3x4 2 1 I 4 3x6 [I 2-11-14 2-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=122/0-7-0,3=65/Mechanical,4=30/Mechanical Max Harz 1=49(LC 12) Max Uplift 1=23(LC 12),3=-52(LC 12),4—3(LC 12) Max Grav 1=122(LC 1),3=65(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 1,52 lb uplift at joint 3 and 3 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE. Design for use sth lldhn Is aaconliofsipaIs Individual this component,ilding truss system.Before use.the bug designer musverify the applicability design armete and property Incorporate design nthe overall pp� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ' r Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127921 J170993 J35 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:14 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-I UTD W Mj7hNS4681d6SOg7PPoc2nlKFi 1 uOBftTyZTkJ 3-2-14 3-2-14 Scale=1:13.5 3 4.95 FIT 3x4 2 1 i 4 3x6 11 3-2-14 3-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=131/0-7-0,3=71/Mechanical,4=33/Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-25(LC 12),3=-56(LC 12),4=-3(LC 12) Max Grav 1=131(LC:1),3=71(LC 1),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 1,56 Ib uplift at joint 3 and 3 Ib uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.101032015 BEFORE USE ' Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �L building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexanddm VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127922 J170223 J36 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:17 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-938L8NI0_Hgezcl BnaZN121 NSFgWXcRTaMQJUoyZTkG 1-9-0 r 1.9-0 Scale=1:10.5 4.95 F12 2 1 m 1 N � 1 1 3x4 i 3 3x6 11 1-9-0 1-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 _ Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) 1=63/0-7-0,3=17/Mechanical,2=46/Mechanical Max Harz 1=22(LC 12) Max Uplift 1=-13(LC 12),3=-1(LC 12),2=-31(LC 12) Max Grav 1=63(LC 1),3=27(LC 3),2=46(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh 6=451t;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 Ib uplift at joint 1,1 Ib uplift at joint 3 and 31 Ib uplift at joint 2. Q WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatton available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside-Mills Residence-Ashley Ca 712127923 J170223 J37 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:20 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-aeq UnPnuGCD Dg3mmSi74MgftvSsnkzBvGJez57yZTkD 2-0-0 2-0-0 Scale=1:11.0 4.95 F12 3 2 v 0 1 m 0 m 3x4 4 3x6 11 2-0-0 1-11-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014[FP12007 Matrix-MP Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP IVo.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=74/0-7-0,3=52/Mechanical,4=22/Mechanical Max Horz 1=34(LC 12) Max Uplift 1=-11(LC 12),3=39(LC 12),4=-2(LC 12) Max Grav 1=74(LC 1),3=52(LC 1),4=32(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 Ib uplift at joint 1,39 Ib uplift at joint 3 and 2 Ib uplift at joint 4. Q WARNING-Vefify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek0 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 1' bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tempa,FL 33610 Job ' Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127924 J170223 K01 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:25 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-wcdNg6r151rW wrekFGi F3kNkSTZMPD3eobMkmLyZTk8 5-5-8 10-11-0 5-5-8 5-5-8 4x4= Scale=1:22.6 4 7.00 FIT 5 3 6 2 i 7 1 ' r.TF1 11 HI N O 3x4= 12 11 10 9 8 3x4= i 10-11-0 10-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(Q 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:48 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-11-0. (lb)- Max Horz 1=-94(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,11,12,9,8 Max Grav All reactions 250 Ib or less at joint(s)1,7,10,11,12,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 5-5-8,Corner(3)5-5-8 to 8-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,11,12,9,S. 10)No notches allowed in overhang and 0 from left end and 0 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314, Tampa,FL 33610 Job s Truss Truss Type City Ply I Riverside-Mills Residence-Ashley Ca T12127925 J170223 K02 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:28 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-LAJVSBuvOgD5nINJwOGyhM?BPhVYcaO56ZaPNgyZTk5 5-5-8 _ 10-11-0 5-5-8 5-5-8 4x4= Scale=1:26.3 3 7.00 FIT 17 16 18 15 3x4 5 4 3x4 2 1 5 I0 6 1.5x4 I I 3x6 11 3x6 11 5-5-8 10-11.0 5-5-8 5-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installatio_n_guide. REACTIONS. (Ib/size) 1=404/0-5-8,5=40410-5-8 Max Horz 1=-90(LC 10) Max Uplift 1=-145(LC 12),5=145(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-448/235,3-5=-448/235 BOT CHORD 1-6=-105/343,5-6=-105/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-8,Extedor(2)5-5-8 to 8-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 1=145,5=145. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MRek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overallbuildiMiTek'T Is lwaayys required ed for an. bility anddIs to to prevent collapserevent lng wiithipossividual truss web ible personal Injury andrproord perly damaage.niFyor general guidanctional e regarding he ry and permanent bracing IVIS tek• fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job a Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127926 J170223 K03 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:32 2017 Page 1 ID:AVBvO6tXUYmsmr xpPGuAj?ykk5K-DyY01WxQSujWGvg49EKurC9tOltUYONg1 BYcWRyZTkI 5-5-8 10-11-0 5-5-8 5-5-8 4x4= Scale=1:26.3 3 7.00 F12 16 17 15 18 3x4 i 4 3x4 2 1 5 I 6 1.5x4 II 3x6 I 3x6 11 5-5-8 10-11-0 5-5-8 5-5-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP Not MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=404/Mechanical,5=404/Mechanical Max Horz 1=-90(LC 10) Max Uplift 1=-145(LC 12),5=145(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-448/235,3-5=-448/235 BOT CHORD 1-6=-105/343,5-6=-105/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;.L=24ft;eave=4tt;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-8,Extedor(2)5-5-8 to 8-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=145,5=145. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.70/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127927 J170223 Lot Monopitch 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:36 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-6joXBt_xV7EylX_rO3Pg02KRuvAgUC8GypW geCyZTjz 7-10-8 7-10-8 Scale=1:17.4 1.5x4 11 3 3.00 12 10 3x4% 9 2 1 Ll 4 3x6 11 1.5x4 11 7-10-8 7-10-8 Plate Offsets(X Y)-- (1:0-3-0 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.21 4-7 >450 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.44 4-7 >211 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=286/0-5-8,4=286/Mechanical Max Horz 1=112(LC 11) Max Uplift 1=-112(LC 8),4=125(!-C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-498/78 i NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber j DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=112,4=125. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7 473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate This design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127928 J 170223 L02 Monopitch 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:17:39 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-W ITgmv0po2cXc-jQ3CyXehyl47G 1 hZuienl UFXyZTjw 5-9-8 5-9-8 Scale=1:14.7 1.5x4 II 3 3.00 FIT 10 3x4% 9 2 1 c Ll I 1 4 3x5 11 1.5x4 11 5-9-8 —J 5-9-8 Plate Offsets(X Y)-- [1:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.12 4-7 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=209/0-5-8,4=209/Mechanical Max Horz 1=86(LC 11) Max Uplift 1=-81(LC 8),4=-92(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-303/62 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ®_ General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI, c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0-111g, wide truss spacing,individual lateral braces themselves 0NWEBS 4 may require bracing,or alternative Tor I C p bracing should be considered. O � a =U '� 0 0 3. Never exceed the design loading shown and never aU stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cb-� c5a F designer,erection supervisor,property owner and plates 0-1/0 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates, THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in 120/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 190/.at time of fabrication. PRODUPLATE SIZE ICC-ES R CODE APPROVALS 9, Unless use withfireretardant preserv,this ative ive treaten Is not d,or greeplicable n lumber. ICC-ES Reports; The first dimension is the plate 10.Camber is a non-structural consideration and Is the width measured perpendicular ESR-1311, ESR-1352, ESR responsibility of truss fabricator.General practice Is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. mm Q, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words ft Plate Connected Wood TfUSS Construction, and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. t Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev, 10/03/2015 Job r; , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127849 J170223 D05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:23 2017 Page 1 1 D:AVBv06tXUYmsmcxpPGuAj?ykk5K-XylW rKTyLW EtVCzg2EDMOONi4YtI bU1 MAHfa2KyZTpo 6-4-0 8-4-0 11.11-8 15-7-0 17-7-0 1 23-11-0 66 4-0 3-7-8 3-7-8 2-0-0 6-4-0 Scale:1/4°=1' 5x8 M18SHS 5 24 6x12 M18SHS= 5x8 M18SHS 5x8 M18SHS i 6x12 M18SHS= 3 23 6 7.00 12 N25 3x4 22 C0 2 3x4 8 1 g Im 0 13 12 26 27 11 10 7x10= 3x4= 4x7 11 4x7 I I 2x4 11 6-4-0 6-11- 16-11-817-7- 23-11-0 6-4-0 0-7- 10-0-0 7- 6-4-0 Plate Offsets(X,Y)-- fl:0-3-4,0-0-11[,[3:0-3-12,0-1-8[,14:0-6-O,Edge),[5:0-5-6,0-2-81,f6:0-6-O,Edge),[7:0-3-12,0-1-81,[9:0-3-4,0-0-11),[13:0-2-8,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.36 11-12 >784 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.82 11-12 >342 180 M18SHS 244/190 BCLL 0.0 Rep Stress[nor YES WB 0.11 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:148 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E*Except` TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc puffins. 1-3,7-9:2x4 SP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-10-14,Right 2x4 SP No.2 1-10-14 Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,9=868/0-5-8 Max Horz 1=-161(LC 10) Max Uplift 1=-312(LC 12),9.312(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1202/526,3-4=-1020/491,4-5=-1 085/543,5-6=-1085/542,6-7=-1 020/492, 7-9=-1202/527 BOT CHORD 1-13=-367/1075,12-13=-371/1066,11-12=-275/877,10-11=-359/989,9-10.355/993 WEBS 3-13=-352/0,3-12=-78/445,5-12=-104/327,5-11=-103/327,7-11=-78/445,7-10=352/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-4-0,Exterior(2)6-4-0 to 14-11-8,interior(1)14-11-8 to 15-7-0,Exterior(2)17-7-0 to 20-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 3=12%,joint 4=0%,joint 6=o%,joint 7=12% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=312,9=312. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI17473 rev.101032015 BEFORE USE. � Design valid for use only with MlTekm connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecilon and bracing of trusses and truss systems seeANSI/TPI l Quality Criteria,DSB-89 and BOST Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Nexandria,VA 22314. Tampa,FL 33610 Job ; Truss Truss Type City Ply Riverside-Milts Residence-Ashley Ca 712127850 J170223 D06 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:27 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-Pk?1 hi W TPI kJ_pGwH4H IZEYP_AECXIZy5vdoB5yZTpk 4-3-12 8-4-0 15-7-0 19-7-4 23-11-0 4-3-12 4-i i0-4 7-3-0 4-0-4 4-3-12 Scale=1:40.3 6x6= 6x6= 4 20 21 5 7.00 12 1.5x4\\ 1.5x4// 3 6 22 m 19 t� vi 3x4 i 3x4 2 7 1 8 I6 0 10 23 24 9 3x8 II 8x8— 3x4= 3x8 II 6-11-8 16-11-8 23-11-0 r 6-11-8 10-0-0 6-11-8 Plate Offsets(X Y)-- [1:0-3-12 0-1-31 [4:0-3-8 0-2-01 [5:0-3-8,0-2-01 [8:0-3-12,0-1-31,[8:0-0-0,0-0-0),[10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vett(TL) -0.34 9-10 >833 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-14,Right 2x4 SP No.2 1-10-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,8=868/0-5-8 Max Horz 1=-135(LC 10) Max Uplift 1=-312(LC 12),8=-312(LC 12) Max Grav 1=916(LC 17),8=916(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1326/564,3-4=-1242/555,4-5=-957/516,5-6=-1235/554,6-8=-1323/565 BOT CHORD 1-10=-420/1184,9-10=-308/1002,8-9=-415/1080 WEBS 4-10=-40/353,5-9=-39/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. fl;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 8-4-0,Exterior(2)a-4-0 to 19-8-8,Interior(1)19-8-8 to 23-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb) 1=312,8=312. I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabiicafion,storage,delivery,erection and bracing of trusses and fnrss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127851 J170223 D07 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:30 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-pJgAKkYLig6urH?VyCr?BtAzuN 16kd0OnssSoQyZTph 6-11-8 10-4-013-7-0 16-11-8 23-11-0 6-11-8 3-4-8 3-3-0 3-4-8 6-11-8 Scale=1:42.6 5x5= 5x5= 4 21 22 5 7 00 F1_2 1.5x4 11 1.5x4 11 3 6 20 3x4 23 m m 19 '\\124 i 2 3x4 7 1 8 I1mj 10 25 26 9 3x8 11 8x8= 3x4= 3x8 11 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X,Y)-- f1:0-4-0,0-0-151,f4:0-3-0,0-2-41,f5:0-3-0,0-2-4),[8:0-4-0,0-0-151,[10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.29 9-10 >974 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-14,Right 2x4 SP No.2 1-10-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,8=868/0-5-8 Max Horz 1=-168(LC 10) Max Uplift 1=-312(LC 12),8.312(LC 12) Max Grav 1=882(LC 17),6=882(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 238/524,3-4=-1263/654,4-5=-839/482,5-6=-1277/664,6-8=-1241/523 BOT CHORD 1-10=-345/1115,9-10=-226/830,8-9=-338/1015 WEBS 3-10—344/275,4-10=-247/612,5-9=-256/618,6-9=-348/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24fh eave=4fh Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-4-0,Exterior(2) 10-4-0 to 13-7-0,Interior(1)17-9-15 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1o.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=312,8=312. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE Pd11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overallbuiMiTek* Is allwaayysdrequired for stan. bility and to prcated Is toevent collapserevent inwiith iIndividual truss possible personal Injury and/or chord fury and property damage.rs NFy.Addillonal temporary and or general guidance regarding the Hent bracing Itll iTek• fabrtcatlon,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127852 J170993 DOB Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:34 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-i4wh95bslvdJJuJGB2vxLjKfl_fXgPO_iUggxByZTpd 6-11-8 11-5-8 ,12-5-8, 16-11.8 23-11-0_ 6-11-8 4-6-0 1-0-0 4-6-0 6-11-8 Scale=1:45.4 5x5= 5x5= 4 5 7.00 i 12 1,5x4 11 1.5x4 11 3 6 N r 3x4 i 19 20 2 3x4 7 a 1 8i cl 10 3x8 II 10 21 22 9 3x8 II Bx8= 3x4= 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X,Y)-- fl:0-3-12,0-1-31,[4:0-2-8,0-2-11,[5:0-2-8,0-2-11,[8:0-3-12,0-1-31,[10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.28 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 8 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:139 lb FT=2o% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-14,Right 2x4 SP No.2 1-10-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,8=868/0-5-8 Max Horz 1=-186(LC 10) Max Uplift 1=312(LC 12),8—312(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1228/503,3-4=-1327/649,4-5=-838/457,5-6=-1343/659,6-8=-1230/502 BOT CHORD 1-10=-332/1121,9-1O=-1 73f760,8-9=-324/990 WEBS 3-10=-373/293,4-10=-285/670,5-9=-295/677,6-9=-379/299 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-5-8,Extedor(2) 11-5-8 to 12-5-8,Interior(1)16-11-8 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=312,8=312. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Addlional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tama,FL 33610 Job , , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127853 J170223 D09 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed,Sep 27 09:11:39 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-31jaCpf?aRFcQfBE_bV62ml VG?LW LiMjsmXRcOyZTpY 6-11-89-5-8 14-5-11 16-11-8 23-11-0 6-11-8 2-6-0 5-0-0 2-6-0 6-11-8 Scale=1:41.9 5x5= 5x5= 4 21 22 23 24 5 1.5x4 11 1.5x4 11 7.00.12 3 6 20 25 26 `6 19 16 3x4 i 3x4 2 7 1 8 I� 0 10 27 28 9 3x8 II BxB= 3x4= 3xB 11 6-11-8 16-11-8 _ 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X Y)-- r1:0-4-0 0-0-151 [4:0-3-0 0-2-41 [5:0-3-0,0-2-41 [8:0-4-0,0-0-151,[10:0-4-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.30 9-10 >943 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-14,Right 2x4 SP No.2 1-10-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,8=868/0-5-8 Max Horz 1=-153(LC10) Max Uplift 1=-312(LC 12),8=312(LC 12) Max Grav 1=895(LC 17),8=895(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1257/535,3-4=-1265/656,4-5=-847/502,5-6=-1 278/664,6-8=-1262/535 BOT CHORD 1-10=-355/1114,9-10=266/897,8-9=-347/1042 WEBS 3-10=-322/256,4-10=-218/562,5-9=-225/567,6-9=-325/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-5-8,Exterior(2)9-5-8 to 18-8-7,Interior(1)18-8-7 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=312,8=312. ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not i a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ; Truss Truss Type Qty Ply Riverside-Milts Residence-Ashley Ca 712127854 J170223 D10 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:43 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-xpz42Ai Vegl1 uHV?DRa2CcCAgci9HXUJ nOVe19yZTpU 7-5-8 11-11-816-5-8 23-11-0 7-5-8 4-6-0 4-6-0 7-5-8 Scale=1:40.2 5x5= 5x5= 3 18 19 20 21 4 7.00 12 17 22 3x4 i 3x4 z n 5 2 1 6 m i 0 8 23 24 7 4x7 II 8x8= 2x4 II 4x7 II 6-11-8 16-11-8 _ 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X,Y)-- (1:0-3-0,0-1-31,f3:0-3-0,0-2-41,(4:0-3-0,0-2-41,j6:0-3-0,0-1-3l,j8:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TIL) -0.35 7-8 >801 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:114 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. 3-4:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-10-15,Right 2x4 SP No.2 1-10-15 Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,6=868/0-5-8 Max Horz 1=-120(LC 10) Max Uplift 1=312(LC 12),6.312(LC 12) Max Grav 1=937(LC 17),6=937(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1362/543,3-4=-1066/538,4-6=-1364/543 BOT CHORD 1-8=-346/1133,7-8=-350/1105,6-7=-347/1143 WEBS 3-8=0/366,4-7=0/367 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-5-8,Exterior(2)7-5-8 to 20-8-7,Interior(l)20-8-7 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=312,6=312. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE Mll-7473 rev.101032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Adc lffonal temporaryand permanent bracing MiTek" Is always required for stability and to prevent collapse wtih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job , Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127855 J170223 D11 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 a Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:46 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-LOeDgCIOxb7clkDauZ7lgFgg?gIEUrIITMkIMUyZTpR 5-5-8 11-11-8 18-5-8 23-11-0 55 5-8 6-6-0 6-6-0 5-5-8 Scale=1:40.5 40= 3x4= 4x7= 3 21 22 4 23 24 5 7.00 12 20 25 3x4 i 3x4 4 2 6 Cr Cl) 1 7 I6 0 11 10 9 8 40 II 8x8= 3x4= 3x4= 2x4 I I 4x7 11 5-5-8 , 6-11-8 , 16-11-8 18-5-8 , 23-11-0 5-5-8 1-6-0 10-0-0 1-6-0 5-5-8 Plate Offsets(X,Y)-- r3:0-5-4,0-2-01,r5:0-5-4,0-2-01,r11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.20 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MSH Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-15,Right 2x4 SP No.2 1-10-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=868/0-5-8,7=868/0-5-8 Max Horz 1=87(LC 11) Max Uplift 1=-312(LC 12),7=312(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 191/565,3-4=-1165/566,4-5=-1165/566,5-7=-1191/565 BOT CHORD 1-11=-387/975,10-11=-387/970,9-10=-622/1449,8-9=-391/970,7-8=-391/975 WEBS 3-10=-114/566,4-10=395/252,4-9=-395/252,5-9=-1 15/566 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-5-8,Exterior(2)5-5-8 to 22-8-7,Interior(1)22-8-7 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=1b) 1=312,7=312. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mffek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127856 J170223 D12 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:50 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-E9ukWZou_pe2EMXL7PCh_5?KYR?3QVDL0_iW VFyZTpN 5-3-8 10-3-8 17-1-8 20-5-8 23.11-0 5-3-8 5-0-0 6-10-0 3-4-0 3-5-8 Scale=1:42.5 44= 4 7.00 12 21 22 1.5x4 3 5x5= 47 5 1 20 24 3x4 i 3 3x4 2 7 m I 11 10 8 3x6 II 4x7 I I 5x8= 3X4= 1.5x4 11 10-3-8 17-1-820-5-8 23-11-0 10-3-8 6-10-0 3-4.0 3-5.8 Plate Offsets(X,Y)-- (6:0-5-4,0-2-01,111:0-3-4,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.19 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.48 11-14 >598 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:123lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 8-11:2x4 SP 225OF 1.9E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Installation guide. REACTIONS. (Ib/size) 1=885/0-5-8,8=885/0-5-8 Max Horz 1=-170(LC 10) Max Uplift 1=-318(LC 12),8=-318(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1233/545,3-4=-1049/477,4-5=-1070/466,5-6=-1728/782,6-8=-1243/556 BOT CHORD 1-11=-381/1023,10-11=-698/1754,9-10=-400/1021,8-9=-40211022 WEBS 3-11=-309/207,4-11=-239/696,5-11=969/519,5-10=-459/252,6-10=-361/900 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. Il;Exp C;Encl.,GCpj=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-3-8,Exterior(2)10-3-8 to 13-3-8,Interior(1)17-1-8 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b) 1=318,8=318. 0 WARNING-Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1l-7473 rev.1010312015 BEFORE USE. � Design valid for use only wllh MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication:storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job . Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127857 J170223 D13 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:54 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-6w7EMxrP228Ujzr6MFGd9x93?2TfMOHwlbgjel yZTpJ 5-3-810-3-8 14-8-8 19-1.8 22-5-8 23-11-0 5-3-8 5-0-0 4-5-0 4-5-0 3-4-0 1-5-8 Scale=1:44.5 4x4= 4 7.00 12 1.5x4 5 4x4 3 5x5 _ 4x10= 3x4 i — 6 3x4 2 8 1 21 g Im m � 01 12 11 22 10 23 3x6 II 3x8 11 5x8= 4x10= 1.5x4 11 10-3-8 19-1-8 22-5-8 23-11-0 10-3.8 8-10-0 Plate Offsets(X,Y)-- 11:0-3-8,Edqel,f7:0-7-8,0-2-01,[12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.44 11-12 >648 180 BCLL 0.0 Rep Stress Incr NO 'WB 0.40 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:124 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=887/0-5-8,9=906/0-5-8 Max Horz 1=-170(LC 23) Max Uplift 1=322(LC 8),9.355(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1246/506,3-4=-1045/437,4-5=-1039/445,5-6=-3082/1197,6-7=-2461/91 1, 7-9=-1198/498 BOT CHORD 1-12=-356/1034,11-12=-448/1310,10-11=-371/939,9-10=-369/942 WEBS 3-12=-280/216,4-12=-289f736,5-12=-621/351,5-11=-664/1761,6-11=1696/705, 7-11=547/1652 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 1=322,9=355. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)68 Ib down and 37 Ib up at 20-2-5,and 100 Ib down and 144 Ib up at 22-5-8 on top chord,and 12 Ib down and 11 Ib up at 20-2-5,and 22 Ib down and 19 Ib up at 22-2-5,and 7 Ib down and 11 Ib up at 22-7-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-6=-54,6-7=-54,7-9=-54,13-17=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria VA 22314. Tanga,FL 33610 Job „ Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127857 J170223 D13 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:54 2017 Page 2 ID:AV Bv06tXUYmsmcxpPGuAj?ykk5K-6w7EMxrP228Ujzr6M FGd9x93?2TfMQHwlbgjel yZTpJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=-1 O(B)22=-5(13)23=-7(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall /� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always regWred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:ailon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job ; Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127858 J170223 D14 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:11:57 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-XVpN_ytHLzW2aQZh1NgKnZndEFVCZgnM?ZvNFLyZTpG 5-3-8 10-3-8 15-3-8 20-7.0 5-3-8 5-0-0 5-0-0 5-3-8 4x4= Scale=1:41.5 4 7.00 12 18 - 19 1.5x4 1.5x4 3 5 17 20 3x4 i 3x4 2 6 1 7 I6 x8 I I 8 3x6 I 5x8= 10-3-8 20-7-0 10-3-8 10-3-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),(7:0-5-7,Edgej,fB:0-4-0,0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.29 8-11 >851 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=762/0-5-8,7=762/0-5-8 Max Horz 1=-1 70(LC 10) Max Uplift 1=274(LC 12),7=274(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=1024/455,3-4=-860/379,4-5=-860/379,5-7=-1024/455 BOT CHORD 1-8=-306/867,7-8=-306/849 WEBS 4-8=-190/584,5-8=-338/228,3-8=-338/228 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-3-8,Extedor(2)10-3-8 to 13-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=274,7=274. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndividMiTek* web and/or chord members only.Additional temporary and permanent bracing IY1i tT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127859 J170223 D15 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 2709:12:02 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-tTcG1 gxQ9VBLgCSfgwQVUd UTrGCKE5468rc8wZyZTPB 10.5-8 5-2.8 10-1-810r 15-4-8 20-7-0 , 5-2-8 4-11-0 4-11-0 52-8 0-2.0 Scale=1:41.6 44= 4 7.00 12 3x4 i 18 19 3x4 3 5 17 20 3x4 i 3x4 2 6 1 7 I6 8 3x8 11 3x8 11 5x12= 10.5-8 52-6 10-1$ 10�$-$ 154-8 20-7-0 52-8 4-11-0 0 4-11-0 52-8 0-2-0 Plate Offsets(X,Y)-- f1:0-3-8,Edge),(7:0-5-7,Edgel,f8:0-5-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.14 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.35 8-15 >711 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix-MSH Weight:99 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=762/0-5-8,7=762/0-5-8 Max Horz 1=-169(LC 10) Max Uplift 1=274(LC 12),7=274(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1024/459,3-4=-879/395,4-5=-849/384,5-7=1014/461 BOT CHORD 1-8=-317/863,7-8=-312/843 WEBS 3-8=-321/232,5-8=-336/236,4-8=-199/588 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-3-8,Exterior(2)10-3-8 to 14-6-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=274,7=274. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII--7473 rev.10/0312015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must vertty the applicability of design parameters and properly Incorporate this design Into the overall W1 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available front Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job c o Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127860 J170223 D16 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:06 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-mEsntl_xDkfn9plQ3mU ReTfADuZQAxoh3TaM3KyZTp7 4-2-8 8-1-8 12-5-8 16-4.8 20.7-0 4-2-8 3-11-0 4-4-0 3-11-0 4-2-8 Scale=1:35.1 4x4= 4x4= 4 5 7.00 12 1.5x4 1.5x4 6 3 20 0 19 3x4 73x4 2 1 T8 T 0 10 9 3x8 11 6x6= 3x4= 3x8 II 8-1-8 12-5-8 20-7-0 8-1-8 4-4-0 8-1-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],f8:0-5-7,Edge],f10:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.25 9-17 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=762/0-5-8,8=762/0-5-8 Max Horz 1=-135(LC 10) Max Uplift 1=-274(LC 12),8=-274(LC 12) Max Grav 1=763(LC 17),8=762(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1041/507,3-4=-904/460,4-5=-766/440,5-6=-902/459,6-8=-1041/507 BOT CHORD 1-10=-372/957,9-10=-231/794,8-9=-367/863 WEBS 4-10=-60/264,5-9=-60/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-1-8,Exterior(2)8-1-8 to 12-5-8,Interior(1)16-6-2 to 20-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 .60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=274,8=274. Q VIARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1171I Quality Criteria,DSB-89 and BC31 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ., 0 Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127861 J170223 D17 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:10 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-a?51jP1 RHz9CeQ3BIcZNoJgruVv_6kEH_5YaC5yZTp3 6-1-8 10-3-814-5-8 20-7-0 6-1-8 4-2-0 4-2-0 6-1-8 Scale=1:35.1 4x4= 3x4 4x4= = 3 20 4 21 5 F. 7.00 12 22 19 3x4 i 18 23 63x4 v 2 1 7 I6 0 9 8 3x6 11 5x5= 3x4= 3x6 11 6-1-8 14.5-8 20-7-0 6-1-8 8-4-0 6-1-8 Plate Offsets(X Y)-- J9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.25 8-9 >969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=762/0-5-8,7=762/0-5-8 Max Harz 1=-102(LC 10) Max Uplift 1=-274(LC 12),7=-274(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1033/475,3-4=-852/473,4-5=-845/471,5-7=-1036/475 BOT CHORD 1-9=-307/833,8-9=-387/966,7-8=-302/835 WEBS 3-9=-58/321,5-8=-57/324 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;-L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-1-8,Exterior(2)6-1-8 to 18-8-7,Interior(1)18-8-7 to 20-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=274,7=274. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V P�I!Tek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job . . Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127862 J170223 D18 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:14 2017 Page 1 I D:AVBv06tXUYmsmcxpPGuAj?ykk5K-Xm LoZn4yKBfe62MyXRdJz9_V86Dj2W dtvj W nMsyZTp? 5-0-0 10-3-8 15-7-0 20-7-0 5.0-0 5-3-8 5-3-8 5-0-0 Scale=1:34.9 4x4= 3x4= 4x4= 3 20 21 4 22 23 5- 7.00 F12 19 24 i 3x1 63x4 m 25 `n 1 7 1 �6 0 9 8 3x6 II 6x6= 3x4= 3x6 11 L 5-0-0 15-7-0 20-7-0 5-0-0 10-7-0 5-0-0 Plate Offsets(X,Y)-- (9:0-3-0,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) -0.26 8-9 >959 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.67 B-9 >368 180 BOLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-2-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=762/0-5-8,7=762/0-5-8 Max Horz 1=83(LC 10) Max Uplift 1=274(LC 12),7=-274(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1086/487,3-4=-912/470,4-5=-901/466,5-7=-1089/486 BOT CHORD 1-9=-326/884,8-9=-503/1157,7-8=-328/887 WEBS 3-9=-77/389,4-9=-352/228,4-8=-365/231,5-8=-76/392 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fh L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-0-0,Exterior(2)5-0-0 to 19-9-15,Interior(1)19-9-15 to 20-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=274,7=274. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MITek(0)connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p Isalwing aysTeecidred fortaBracing bility and top event collapse wbuckling ith fpoIndividual ssib a personal n jury and prchord operty members damage.only. For general guldmcce regarding the permanent txcr_ing MOW I�ka fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job . . Truss Truss Type Qty 1 Ply Riverside-Mills Residence-Ashley Ca 712127863 J170223 D19 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:18 2017 Page 1 I D:AV BV06tXUYmsmcxpPGuAj?ykk5K-PYaJOBBSOQ94bfgkmHi F7?92njd R_E ESq KU?UdyZTox 3-0-0 10-3-8 17-7-0 20-7-0 3-0-0 7-3-8 7-3-8 ' 3-0-0 Scale=1:34.9 4x7= 7.00 12 1.5x4 11 4x7= 3 21 4 22 5 3x4 i 19 20 63x4 2 T 1 7 cu 13 10c? 2324 10 9 B 3x8 II 5x5= 4x10= 1.5x4 II 3x8 II 3-0-0 10-3-8 17-7-0 20-7-0 3-0-0 7-3-8 7-3-8 3-0-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge],[3:0-5-4,0-2-01,[5:0-5-4,0-2-01,f7:0-5-7,Edge],[10:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.13 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.27 8-9 >910 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=898/0-5-8,7=779/0-5-8 Max Horz 1=50(LC 6) Max Uplift 1=-420(LC 4),7=-290(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1271/633,3-4=-1987/918,4-5=-1987/918,5-7=-1135/482 BOT CHORD 1-10=-497/1055,9-10=-498/1065,8-9=-384/944,7-8=-388/940 WEBS 3-10=-37/251,3-9=-624/1012,4-9=-457/336,5-9=-585/1125 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=420,7=290. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)23 lb down and 58 Ib up at 2-1-14,and 101 Ib down and 145 Ib up at 2-6-2 on top chord,and 56 Ib down and 58 Ib up at 2-1-14,and 81 Ib down and 78 Ib up at 2-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,5-7=-54,11-115=-20 Concentrated Loads(lb) Vert:20=-19(B)23=-56(B)24=-79(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekOa connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design paramelers and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job . 0 Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127864 J170223 D20 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:22 2017 Page 1 ID:AVBv06tXUYmsmcxpPGuAj?ykk5K-IJpgEW BzSfgV4G_V?7mBHrJw2K_PwAj2lySCdPyZTot 4-3-8 8-3-812-3-8 16-7.0 4-3-8 4-0-0 4-0-0 4-3-8 4x4= Scale=1:34.8 4 7.00 12 1.5x4 Z�' 18 19 1.5x4 i 3 5 17 20 3x4 i 63x4 2 1 7 116P 8 3x8 I I 3x8— 3x8 11 8-3-8 16-7-0 8-3-8 8-3-8 Plate Offsets(X,Y)-- I1:0-3-8,Edgel,f7:0-5-7,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.06 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.16 8-15 >999 180 BCLL 0.0 Rep Stress[nor YES WB 0.11 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=614/Mechanical,7=614/0-5-8 Max Horz 1=-137(LC 10) Max Uplift 1=-221(LC 12),7=-221(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-802/370,3-4=-683/312,4-5=-683/312,5-7=-802/370 BOT CHORD 1-8=-245/675,7-8=-245/658 WEBS 4-8=-154/455,5-8=-256/181,3-8=-256/181 i NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(l)3-0-0 to 8-3-8,Exterior(2)8-3-8 to 11-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=221,7=221. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job s > Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca 712127865 J170223 D21 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:12:26 2017 Page 1 I D:AV BvO6tXUYmsmcxpPGuAj?ykk5K-A43L4tEU W toxZuHGEzrSShURVyKPszrefaQQmAyZTop 4-3-8 8-3-8 12-6-8 4-3-8 4-0-0 4-3-0 4x4= Scale=1:34.5 4 14 7.00,(72 1.5x4 13 156X6 II 5 3 12 3x4 2 1 `1 7 16 6 3x8 I I 3x4= 5x10 MT20HS I I 8-3-8 12-6-8 8-3-8 4-3-0 Plate Offsets(X Y)-- f1:0-3-8 Edgel f5.0-3-0 Edgel f6.0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.18 7-10 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.53 7-10 >281 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-12 cc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=459/0-5-8,6=459/Mechanical Max Horz 1=206(LC 11) Max Uplift 1=-162(LC 12),6=-167(LC 12) Max Grav 1=459(LC 1),6=474(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-739/285,3-4=-367/216,4-5=-380/205,5-6=-356/190 BOT CHORD 1-7=-332/584,6-7=-138/270 WEBS 3-7=-383/236,4-7=-61/252 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-8,Extedor(2)8-3-8 to 11-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=162,6=167. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITekb connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek7 5 always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Mexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127866 J170223 GO1 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:40 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-OJXJcB7u4cVRRGxUZVAUSITY8NngW BG3Xg5LKMtyZTnf 6-6-12 14-1-0 21-3-8 28-7-12 35-4-8 6-8-12 7-4-4 7-2-8 7-4-4 6-8-12 - Scale=1:61.3 Special NAILED NAILED NAILED NAILED 5x8= NAILED NAILED NAILED 1.5x4 II NAILED 5x8 NAILED NAILED Special 5x5= 7.00 12 3 21 2223 24 4 25 26 27 28 29 5 30 31 3233 34 6 3x4 i 3x4 2 7 6 0 1 B'01 an an pq LLI an an nnnn_U" no Io 12 35 36 37 38 11 39 40 41 42 10 43 44 45 946 2x4 II NAILED NAILED 8x8= NAILED 8x8_ NAILED NAILED 44= 6x8 II 6x8 I NAILED NAILED NAILED NAILEDNAILED NAILED Special Special ALL CONCENTRATED LOADS NAILED MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. 6-8-12 14-1-0 21-3-8 28-7-12 35-4-8 6-8-12 7-4-4 7-2-8 7-4-4 6-8-12 Plate Offsets(X,'O-- (3:0-6-0,0-2-41,15:0-4-0,0-3-01,(6:0-2-8,0-2-11,(10:0-4-0,0-4-81,(11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.23 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.39 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:422 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,5-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 2-6-0,Right 2x6 SP No.2 2-6-0 (0.131°x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=3007/0-3-8,8=3007/0-3-8 Max Harz 1=112(LC 7) Max Uplift 1=-1619(LC 8),8=1619(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-4837/2683,3-4=-6296/3555,4-5=-6296/3555,5-6=-4131/2371,6-8=-4826/2677 BOT CHORD 1-12=-2190/4084,11-12=-2191/4096,10-11=-3405/6313,9-10=-3405/6313, B-9=-2184/4077 WEBS 3-12=-52/523,3-11=1428/2633,4-11=-890/686,5-10=-75/680,5-9=-2623/1427, 6-9=-786/1692 NOTES- 1)N/A 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=O.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1619 Ib uplift at joint 1 and 1619 Ib uplift at joint 8. 10)'NAILED"indicates 3-1 Od(0.148°x3')or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)453 Ib down and 501 Ib up at 6-8-12,and 453 Ib down and 501 Ib up at 28-7-12 on top chord,and 347 Ib down and 206 Ib up at 6-10-14,and 347 Ib down and 206 Ib up at 28-4-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss sysiern.Before use.the building designer must vedly the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca 712127866 J170223 G01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:40 2017 Page 2 ID:AVBvO6tXUYmsmexpPGuAj?ykk5K-OJXJcB7u4cV RRGxUZVAUSITY8NngW BG3Xg5LKMtyZTnf LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-8=-54,13-17=-20 Concentrated Loads(lb) Vert:3=-363(B)6=-363(B)12=-347(B)9=-347(B)21=1 14(B)23=-114(8)25=-114(6)26=-1 14(B)27=-114(B)28=-1 14(B)29=-114(B)30=-1 14lB)32=-114(B) 34=-114(B)35=-74(B)36=-68(B)37=-68(B)38=68(13)39=-68(B)40=-68(B)41=68(B)42=-68(8)43=-68(B)44=68(131)45=-68(B)46=-74(B) I I I i i i I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1. Job i Truss Truss Type City Ply Riverside-Mills Residence-Ashley Ca T12127867 J170223 G02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:45 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-MH KCfuB1 v97kX1 gSM2mf9LFweoMgsXdGqN3515yZTna 4-6-2 8-8-12 14-8-7 20-8-1 26-7-12 30-10-6 35-4-8 4-6-2 4-2-10 5-11-11 5-11-11 5-11-11 4-2-10 4-6 2 Scale'=1:60.7 5x5= 3x4= 3x4= 5x5= 4 23 24 25 5 6 26 27 28 7 7.00 F12 1.5x4 >1.5x4 5x5 i 22 29 W 2 I 5x5 9 1 ' lot 13 30 31 12 32 33 11 4x10 I 3x8= 6x6= 3x8= 4x10 11 8-8-12 17-8-4 26-7-12 35-4-8 8-8-12 8-11-8 8-11-8 8-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],(4:0-2-8,0-2-1),(7:0-2-8,0-2-11,[10:0-7-6,Edge],[12:0-3-0,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.19 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.45 11-12 >951 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.12 10 n/a n)a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:193 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-5-13,6-11 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Fasten(1X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 1=1309/0-3-8,10=1309/0-3-8 Max Horz 1=-1 46(LC 10) Max Uplift 1=-470(LC 12),10=-470(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1901/873,3-4=-1794/844,4-5=-1 537f785,5-6=-2027/991,6-7=-1537/785, 7-8=-1794/845,8-10=-1901/875 BOT CHORD 1-13=-663/1617,12-13=-772/1988,11-12=-780/1976,10-11=-654/1548 WEBS 4-13=-219/604,5-13=-682/312,6-11=-682/312,7-11=-219/604 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-6-7,Interior(1)3-6-7 to 8-8-12,Exterior(2)a-8-12 to 31-7-13,Interior(1)31-7-13 to 35-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470 Ib uplift at joint 1 and 470 Ib uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE tdrl-7473 rev.1010312015 BEFORE USE. ° Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job , Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127868 J170223 G03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:49 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-F2ajVFEYzNd9Oe7DbugbJBQgyPfAoSLsl?1 JAsyZTnW 5-7-12 11-0-0 17-11-8 24-11-0 30-3-4 35-7--11-0 5-7-12 5-4-4 6-11-8 6-11-8 5-4-4 512 Scale=1:61.5 5x8= 1.5x4 11 5x8= 4 24 25 5 26 27 6 7.00 F12 3x5 i 3x5 3 7 m N 4x4 i 23 28 2 4xd 8 1 9 I� 0 14 13 29 12 30 11 10 3x8 I I 1.5x4 11 3x4= 5x8= 3x4= 1.5x4 11 3x8 11 5:71N 11-0-0 17-11-8 24-11-0 30-3-4 35-11-0 5-7-12 5-4-4 6-11-8 6-11-8 5-4-4 5-7-12 Plate Offsets(X Y)— T1:0-3-8 Edge) [4:0-6-0,0-2-41,16:0-6-0,0-2-41,19:0-5-7,Edgel,112:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.33 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:208 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/0-5-8,9=1329/0-5-8 Max Horz 1=-183(LC 10) Max Uplift 1=-478(LC 12),9=478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2022/889,3-4=-1794/856,4-5=-1773/927,5-6=-1 773/927,6-7=-1 794/856, 7-9=-2022/889 BOT CHORD 1-14=-683/1781,13-14=-683/1781,12-13=-520/1576,11-12=-513/1495,10-11=674/1677, 9-10=-674/1677 WEBS 3-13=-367/199,4-13=-84/369,4-12=-188/495,5-12=-428/304,6-12=-188/495, 6-11=-84/369,7-11=-367/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=36ft;eave=511t;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 11-0-0,Exterior(2)11-0-0 to 30-3-4,Interior(1)30-3-4 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 lb uplift at joint 9. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing i p !Tek* is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job • Truss Truss Type Qty Ply Riverside-Mills Residence-Ashley Ca T12127869 J170223 G04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:54 2017 Page 1 I D:AVBvO6tXUYmsmcxpPGuAj?ykk5K-cONcYzi gnwGS6POBORQmOE7WxQJDThDbuGk4s3yZTnR 6-7-12 13-0-0 17-11-8 22-11-0 29-3-4 35-11-0 6-7-12 6-4-4 4-11-8 4-11-8 6-4-4 6-7-12 Scale=1:61.3 5x5= 3x4= 5x5= 4 5 6 7.00 12 3x5 i 28 24 3x5 3 7 m P 4x4% 22 25 2 4x4 Cb B 1 9 IC? C, 0 13 12 26 27 11 10 3x8 I I 1.5x4 II 5x8= 5x8= 1.5x4 II 3x8 II 6-7-1213-0-0 22-ii-0 29.3-4 35-11-0 6-7-12 6-4-4 9-11-0 6-4.4 6-7-12 Plate Offsets()(,Y)-- f1:0-3-8 Edgel,f4:0-2-8,0-2-11,f6:0-2-8,0-2-11,(9:0-5-7,Edgel,[11:0-3-12,0-3-01,(12:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.35 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.74 11-12 >580 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/0-5-8,9=1329/0-5-8 Max Horz 1=217(LC11) Max Uplift 1=-478(LC 12),9=-478(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2022/877,3-4=-1700/813,4-5=-13961773,5-6=-13961773,6-7=-1700/813, 7-9=-2022/877 BOT CHORD 1-13=-66111771,12-13=-661/1771,11-12=-500/1498,10-11=-653/1676,9-10=-653/1676 WEBS 3-12=-485/264,4-12=-2011555,5-12=-282/139,5-11=-282/139,6-11=-201/555, 7-11=-485/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 13-0-0,Exterior(2)13-0-0 to 27-11-15,Interior(1)27-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 9. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.21811.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job , Truss Truss Type City, Ply Riverside-Mills Residence-Ashley Ca T12127870 J170223 G05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Sep 27 09:13:58 2017 Page 1 ID:AVBvO6tXUYmsmcxpPGuAj?ykk5K-Und7NKLBr8mubl JydHViA419U1 kt PYgApuiH?ryZTnN 7-7-12 15-0-0 20-11-0 28-3-4 35-11-0 77 7-12 7-4-4 5-11-0 7-4.4 7-7-12 Scale=1:61.3 5x8= 5x5= 4 23 24 5 7.00 F12 22 25 3x5 i 3x5 3 6 m m d) 4x4 i 21 26 2 4x4 7 1 8 I� 12 11 27 10 9 3x8 11 1.5x4 11 5x5= 5x8= 1.5x4 11 3x8 I I 7-7-12 15-0-0 20-11-0 28-3-4 3511-0 7-7-12 7-4-4 5-11-0 7-4-4 7-7-12 Plate Offsets(X,Y)-- fl:0-3-8,Edge),(4:0-6-0,0-2-41,[5:0-2-8,0-2-11,[8:0-5-7,Edge1,[10:0-3-12,0-3-01,[11:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.36 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC20147TP12007 Matrix-MSH Weight:205 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,4-10,6-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1329/0-5-8,8=132910-5-8 Max Horz 1=250(LC 11) Max Uplift 1=-478(LC 12),8=-478(LC 12) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2018/860,3-4=-1586!779,4-5=-1361/751,5-6=-1583/777,6-8=-2019/860 BOT CHORD 1-12=-635/1759,11-12=-635/1759,10-11=-375/1329,9-10=-627/1669,8-9=-627/1669 WEBS 3-12=0/273,3-11=-622/313,4-11=-138/501,5-10=-150/479,6-10=-624/314,6-9=0/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-2,Interior(1)3-7-2 to 15-0-0,Exterior(2)15-0-0 to 25-11-15,Intedor(1)25-11-15 to 35-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8r MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will tit between the bottom chord and any other members,with BCDL=I O.Opst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 Ib uplift at joint 1 and 478 Ib uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,nor a truss system.Before use,The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312 Aiexandda VA 22314. Tampa.FL 33610