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1817 ATLANTIC BEACH DR - RES17-0249 �z=ss 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: RES 17-0249 Description: SINGLE FAMILY RESIDENCE Estimated Value: 464701.95 Issue Date: 12/11/2017 Expiration Date: 6/9/2018 PROPERTY ADDRESS: Address: 1817 ATLANTIC BEACH DR RE Number: 169505 1515 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: 12276 SAN JOSE BOULEVARD, #120 RYAN O'DELL JACKSONVILLE,_FL 32223 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. �S..1JJr \J i� Permit Conditions City of Atlantic Beach Permit Number: RES17-0249 Description:SINGLE FAMILY RESIDENCE Applied: 11/2/2017 Approved: 12/1/2017 Site Address: 1817 ATLANTIC BEACH DR 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 • • SEQ NO ADDED,DATE; REQUIRED DATE ; SATISFY DATE ' ;TYPE ;' STATUS ` °DEPARTMENT `,' CONTACT REMARKS „ 1 11/9/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes Avoid damage to underground water and sewer utilities. ,Verify vertical-and horizontal location of utilities., Hand dig if necessary. If field coordination is needed,call 247-5834.:. 2 11/9/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes Ensure all meter boxes,sewer,cleanoutsand valve covers are set to grade and visible 3 11/9/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes A sewer cleanout must be installed at the property line.';Cleanout must be covered with4nRT1 concrete box with metal lid: Cleanout to beset to, grad"nd,visible 4 11/9/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes FUllrerosion control rrieasures must be;installed and,applrovdd'prior to.beginning any earth disturbing activities. Contact the Inspection Line(247 5814)'to request an Erosion and-Sedi merit Control,Inspection prior to start'of construction :. 5 11/9/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams All'runoff must remain on site during.construction Printed: Monday,11 December,2017 1 of 2 Permit Conditions City of J of Atlantic 6 11/9/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes Roll off container company,must be on City approved list,(Advanced D`isposal;-Realco Recycling,Shapell's;Inc.,Republic Services).Container.cannot be placed oroCity right Sof-way: 7 11/9/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes Full rf ht of-wa restoration"includm sod is re uired, g,., y B' Q . - 8 11/9/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes r All runoff must remaln on=site. cannot raise lot elevation 9 11/9/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes Maximum driveway width'within the City;right-of way is;20`.. so Printed: Monday, 11 December,2017 2 of 2 jzV1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) „ r 800 Seminole Road Atlantic Beach, Florida 32233-5445 Ick E_ j 7 r Phone(904)247-5826 • Fax(904)247-5845 1' = -- r 1 E-mail: building-dept@coab.us i' K- Date routed: I l z City web-site: http://www.coab.us r' NOV 03 1411 " APPLICATION REVIEW�AND TR CKING FORM Property Address: 18N _7 �Gn�Cc�(?Q�.� epartment review required Yes No- ,Btiildin 7 Applicant: iyef`'s� i d CJ Horn c S C,I [\"; Pia ning&Zoning" TreeAdmiri'istrator " r� Project: mac,. i A:, c , \ u_i es 1.� P Public Safety Fire Services Review fee $ �- ^5� De t Si nature --__-_-- __p___9 _ 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: dApproved. ElDenied. ❑Not applicable (Circle one.) Comments: BUILDING rrnnI - PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PU O- RKS/ Comments: BLI tiUTILITIES j -�7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach } , PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-SS34 NEW WATER/SEWER TAP REQUEST Date - 9 - / 7 Project Address r O r 4-Tl lj dli c7tW f- D-- Number rNumber of Units Commercial Residential Multi-Family , New Water Tap(s) & Meter(s) Meter Size(s) 3i' New Irrigation Meter Upgrade Existing 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# Ztr (7 Water System Development Charge $ I Iyooo Sewer System Development Charge $ Ll,(:)-sp, ()Q) Water Meter Only $ t 8 S7, 60 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ ®" TOTAL $ �:f&/or (Notes) APPROVED Kayle Moore, P.E. `]�fA/L. Date ldt7 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 ,!,7Telqphope-(9,,04)247-5800 FAX`;9 0 4)247 5845 . ........... OV 2 7 2017 REVISIMMEQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT------- Date: Z Received by: Resubmitted: Original Plans Examiner: Project Name: Project Address: /'I'/? Contractor: /e/- Contact Name: 0 4)-- �c Contact Phone Contact e-mail: rd e, -,r.f, �:�ge Revision/Plan Check Permit Fee(s)Due: Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W U Approval: By signiAnbg printnarrie) V,� affirin that the above revision w.1 is inc lvc propos -es. tall Sig ' actor gent(Contractor must sign if increase in valuation) Date office Use 0111y Date: 2,7 J( Approved: Rejected: Notified hy: Plan Review Comments: 1A n6ae 9KRAS, acl Dep&rtment review required Yes No bullalgy Pla TTn-Ad—ministrator Plans Examiner <-VublicWor WNPublic OWE Public Safety Date Crumed 4113/16 Rev.3 Fire Services City of Atlantic Beach APPLICATION NUMBER o' +� Building Department (To.be assigned by the Building Department.) 800 Seminole Road IJ _ ` Atlantic Beach, Florida 32233-5445 I T I 1� C 'S 17 r �� e: . A' Phone(904)247-5826 • Fax(904)247-5845 oV®V (� 20'� 9i 1 t�rj.J ,cr9 E-mail: building-dept@coab.us 4' a Date routed: I Z City web-site: http://www.coab.us APPLICATION REVIEW AND TR CKING FORM Property Address: '] � Department review required Yes No ,Buildi_g7 Applicant: 1�PrS( rj�-� L��C�!►�1 e S "� I�; Pia Hing &Zoning" Tree A mirristrator"'' Project: �\ F c,`� i ts:C` ( r= ,Y\i C.�-i ice '=P rt ti wo `P-ylic c iltties Public Safety 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. ❑Not applicable. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed byw ate: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable j�PlJ1BLIG UVOKComments: =PUBLIC UTILITIES ti PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i ,I CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach Florida 32233 NOV l2 2011 `�'� �'� Telephone(9 04)247-5800 _ . F AX(904)247-5845 REVISI-ONREQUEST SHEET OR + ; NOV 2 7 Z®17 } 1. t �l 1! CORRECTIONS TO REVIEW COMMENT Date: 2 Received by: Resubmitted: z Permit Number: V- C-5�'�- Original Plans Examiner: Project Name: Project Address:/1'I � Z Contractor: Contact Name: 0',D-& , Contact Phone : `o �/e6- yZ%-a Contact e-mail:_ ac�� e-w,-w,f- Revision /Plan Check/Permit Fee (s) Due: Description of Proposed Revision to Existing Permit: i r Additional Increase in Building Value: Additional S.F.'Z Site Plan Revised:_ Public W/U Approval: By signin w.I(printnan,e) r affirm that the above revision is inc ive propos oes. Sigt a actor gent(Contnrctor must sign it increase in valualion) Date I office Ilse only nate: Approved, Rejected: Notified s Plan Review Comments: a � f Department review required Yes No building,, — --...._..._ lanning& onin Ministrator Plans Examiner f, •ublic Ulfo"f"'ti� Public Utilities/ Public Safety Date Cmzol 4113116 Rce.J Fire Services SITE PLAN LOT 44 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. GRAPHIC SCALE 3D 0 15 30 ( IN FEET ) \ 1 inch = 30 ft 9.7 \ 14 001, gg LGQ1 O 1 CI ,pO 0 10.9 � CID MM) 'u °°s'NQ19 e i 8.23' b, A5°� 'o A. (Ta FAVI tPt C 4.DO' •1 'w. o `' 10.3`cl �' ` � 1 S o0'scil� / iza Q L , IMPERVIOUS COVERAGE ? pis• oc IMPERVIOUS Sq•Ft. LOT SQ.FL S �, �\ 3.0a0'� ',oP,p< 4 /;• 10.5 4.654 Sq.Ft. 9.316 Sq.FL S. JJ.� BUILDING COVERAGE `��c� ab +°f ,I•V$ COVERED Sq.Ft, LOT E.FL R Y �1� 6.09' )��j/ P 3,986 Sq.Ft. 9,318 Sq.Ft. 42.SR Q Y COMMUNITY C6n Y EL1 ME"I 20.37 9.9 FRONT-20 FEET FROM FACE OF GARAGE TO BACK F RIGHT OF WAY AND w ,LA\` 15 FEET FROM BUICUBL FACE OR E LOT TO BACK OF RIGHT OF WAY: EXCEPT CORNENIMUM YAR FRONTAGE LOTS,FOR FROM THE NON-ADDRESS \ \ FACE TO MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING \\ FACE TO BACK OF RIGHT OF WAY. REAR-OPEN PORCHES ARE ALLOWED TO CO 4 FEET INTO REAR SETBACK (PER CLIENT) �V \ GENERAL NOTES: \•!�� 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S32'41'16'E. \\J' \ © DENOTES PROPOSED WOOD 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'x'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H.DATED,.NNE 3.2013,SUBJECT TO LOMR-APP CASE _.�,'�.':: DENOTES PROPOSED CONCRETE jj 14-04-0427P,DATED DECEMBER Z2,2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT YALLMANAGEMENT REEPOSITORY.DEPARTMENT OFSAID INFORMATION. NPUBLIIC WORKSHOS BE MADE TO THE COMNUNITYS FLOOD PLANE ® DENOTES PROPOSED PAVERS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAV)1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES @ NO IMPROVENENTS,OTHER THAN THOSE SHOWN WERE LOCATED DENOTES CHEMICAL TOILET UNDER THE SCOPE OF THIS 511E PLAN. CL 6.ADDITIONS,DELETIONS ANO/OR ANY WTOTTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. Com'�i- DENOTES FUTURE 4" TREE 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. B.ENTRIES B PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION OMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9. 316 S UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE.AND UNDISTURBED. SOD BREAKDOWN ain4i[n�� 10.DIMENSIONS ARE IN FEET AND DEdMAL PARTS THEREOF. 11.THIS STE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING, PER ARB,FINISH FLOOR ELEVATION TOTAL LOT AREA 9, q'Ft. EASEMENTS OR FREEDOM OF ENCUMBRANCES.12. TIVE MUST BE 24'ABOVE GRADE R/W TO CURB 752 Sq.FL AREAS,SWLDLTFE HABITATS OR SITE PLAN WAS NOT JURISOICTION NTENDE TO �N S ONEATE F ANY�FEDERAL.STTNE ANY AT�E,RE 0 AL ORDSELOCALYAGENCY. GROSS SOD AREA 10,068 Sq.Ft BOARD.AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY DEDUCTIONS OF THE UNDERSIGNED. FOUNDATION SLAB3,968 Sq.Ft. 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. DRIVEWAY 762 Sq.Ft. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LINE TABLE LEAD WALK 27 Sq.Ft. UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. SIDEWALK AREA 0 S Ft. 18.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. LINE DIRECTION LENGTH q• 17.THIS IS NOT A BOUNDARY SURVEY A/C PAD(S)k GARAGE 18.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR Li(P) N32'4l'I6'W 433.71 SERVICE DOOR SLAB 41 Sq.Ft. INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION L2(C) N32'41'16'W 37279 AND/CR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% WATER/CONSERVATION 0 Sq.Ft. SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL.AT A MINIMUM.MEET CURRENT COUNTY AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2R.THE PORTION OF THE SIDEWALK WHICH TRANSVERSES L3(P TOTAL OEOUCTIONS) S32'41'16'E 80.00 q THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER NET SOD AREA 5,270 Sq.FL BOXIES.VALVES,EEC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.DRAINAGE STRUCTURES CEPICTED 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 CURVE TABLE EASEMENT DUE TO DRAINAGE PURPOSES. CURVE RADIUS ARC LENCTIi CHORD DIRECTION CHORD LENGTH DELTA Cl(P) 400.00 53.91 S37'53'48'E 53.87 7'43'14' C2(P) 400.00 26.58 1,139'51'10'W 26.57 3-48-26- REM ON '48'26'REMSION D:REVISED SITE PLAN-UPDATE DRIVEWAY R MOVE HOUSE(11/9/17)(DBG/MEB) REVISI G REVISED SITE PLAN-UPDATE HOUSE(10/30/17)(RR/MEB) REVISION B:REVISED SITE PLAN-UPDATE HOUSE(9/18/17)(TJ/MEB) REVISION A:REVISED SITE PLAN-CHANGED EAVES(7/24/17)(DDM/MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES HARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUM NO. 108 9042 284-2224 GREEN COVE SPRINGS, FL 32043 FAX 904) 284-2258 999 CERTIFICATE OF AUTHORIZATION LB #89 1 COPYRIGHT © 2017 -72_ 'm"mWuwmon mwcr NOTATION: F.I.R.M.FLOOD ZONE L2"ar�I oma$w. R®a 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: x(NIA) the results of a field survey made under my responslbla search of title•and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Informatlon PANEL NO.: 120077 0408H 6/3/13 mv° Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP/14-04-0427P 12/22/14 Board of Professional Surveyors and Mappers,Chapter of easements,Rights-of-way,setback lines, overlaps, -_ 5J-17 F.A.C.; Pursuant to section 472.027•Florida FB/PG: Boundary Line disputes,agreements,reservations or other N/A - ,ate statues,subject to all notes and notations shown hereon. simear matters which may appear in the abstract,or search. Y_mom _ ,"m c-mom m ,o N/A SEPTEMBER 18,2017 This survey Is prepared and certified for the exclusive use of DATE: 5/9/17 SCALE: 1,-3, mom,.miom.oc- uvu<mma mm 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 1349-17-031 D THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY.. DDM CHECKED BY.- MEB SHEET 1 OF 1 SITE PLAN LOT 44 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. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) \ 1 inch = 30 ft COMMUNITY DEVELO M \ DE (TO WOOD) ��g• pp 7.02' 60' o D:5 1rL0• !"� CIO 1.114' SeR" •/ G�iP ° 10.9 (TO EAVES 6.02' \ vv- 10.04; o J O 10.3 \> -_ / '�� ° q,N•- ��A`:'��'o°�y YA "o. � Is, • blpoy- 'A�pl�cl tMol IMPERVIOUS COVERAGE Si tea. IMPERVIOUS Sq.FL LOT Sq.FL % 9 ,l'1 /• 10.5 4.660 Sq.FL 9,316 Sq.Ft.150.0% \ rq 7s 9 / j 10.05' BUILDING COVERAGE J + •1$ ti COVERED Sq.Ft. LOT Sq.Ft R 10.05' 3,988 Sq.Ft 9,316 Sq.Ft. 42.5% ��` A J 'SETBACKS-- 1/1;j \ r 9.9 FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY ANDl- 15 FEET FROM BUILDING FACE TA PORCH TO BACK OF RIGHT OF WAY; FRONT/SDE CORNERIMUM YARD LOTS,FOR WHICH THE NON-ADDRESS \ \ J FRONTFACE TSIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING \\ (��001PE K RCHESOF TARE OF WALLOWED TO CO 4 FEET INTO REAR SETBACK \�\ GENERAL NOTES (�\ 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S32Y1'16•E. \\rl © DENOTES PROPOSED WOOD 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NA VD 1808. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X•AS DEPICTED ON THE FLOOD INSURANCE RATE MAP S.LR.M.)COMMUNITY NUMBER 120077•PANEL NUMBER M1H,DATED,JUNE 3,2013,SUBJECT TO LOMR-APP CASE DENOTES PROPOSED CONCRETE 14-04-0427P,DATED DECEMBER 22,2014.TIHERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE AT UL 1MANAGEMENST RE POSIITORY,DDEPARTMEN OF INQUIRIES WORKS. KULD BE MADE TO THE COMMUNITYS ROOD PLANE ® DENOTES PROPOSED PAVERS TH 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAND 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTIU71ES h NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED DENOTES CHEMICAL TOILET UNDER THE SCOPE OF THIS SITE PUN. CF S.A001TIONS,DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED �& AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. r"�i- DENOTES FUTURE 4" TREE 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. B.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UMITS MUST REMAIN UNCOVERED h - NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE•AND UNDISTURBED. SOD BREAKDOWN¢Mf-- 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. TOTAL LOT AREA 9,316 5 11.THIS SITE PLAN IS ONLY FOR THE LINOS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING, PER ARB,FINISH FLOOR ELEVATION q.FL. EASEMENTS OR FREEDOM OF ENCUMBRANCES MUST BE 24'ABOVE GRADE R/W TO CURB 752 Sq.Ft. 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, GROSS SOD AREA 10,068 Sq.Ft BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY DEDUCTIONS OF THE UNDERSIGNED. FOUNDATION SLAB 3,968 Sq.FL 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES DRIVEWAY 807 5 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. q.FL 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LINE TABLE LEAD WALK 27 Sq.Ft UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. SIDEWALK AREA 0 S Ft. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. LINE DIRECTION LENGTH q• 17.THIS IS NOT A BOUNDARY SURVEY. A/C PAD(S)k GARAGE 18.PUSUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR Ll(P) N32'41'16•W 433.71 SERVICE DOOR GAB 41 Sq.Ft. INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RE1ED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% L2(C) N32.41'16•W 372.78 WATER/CONSERVATION 0 Sq.Ft. SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWDRK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES L3(P) S32.41'16•E 80.00 TOTAL DEDUCTIONS ,B Sq. THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER NET SOD AREA 5,225 Sq.Ft. BO)E5,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN S AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE CURVE TABLE EASEMENT DUE TO DRAINAGE PURPOSES. CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 400.00 53.91 537'53'46-E 53.87 7'43'14' C2(P) 400.00 26.58 N39'51'10•W 26.57 3'48'26' REVISION C:REVISED SITE PLAN-UPDATE HOUSE(10/30/17)(RR/MEB) REVISION B:REVISED SITE PLAN-UPDATE HOUSE(9/18/17)(TJ/MEej REVISION A REVISED SITE PAN-CHANGED EAVES(7/24/17)(DDM/MEB) PREPARED FOR:RIVERSIDE HOMES CERTDFD TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS �/ "a".•ex 1501 COUNTY ROAD 315 SUM NO. 108 (904) 284-2224 <C/K GREEN COVE SPRINGS, FL 32043 FAX (9044) 284-2258 CERTIFICATE OF AUTHORIZATION LB #89 1 COPYRIGHT © 2017 •�"�"-m" �""� • NOTATION: F.I.R.M.FLOOD ZONE •I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X(N/A) ru.= "om a•.w.mon the results of a field survey made under my respons(bl0' search of title,and therefore the undersigned and Bartram direction and compiles with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 0406H 6/3/13 qyy� Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims LOMR-APP#14-04-0427P 12/22/14 IX=mm`" _®'m' Board of Professional Surveyors and Mappers, Chapter of easements.Rights-of-way, setback lines, overlaps, -__ - 5J-17 F.A.C.; Pursuant to section 472.027,Florida FB/PG: 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. a_mm`.'omwe` sr n�w mm.a� ac Y=m"m m..xc. „mn�.rem,nw® N/A SEPTEM R 16 2017 This survey Is prepared and certified for the exclusive use of DATE: 5/9/17 SCALE: 1,-", -mmv vm,mn,a marc- FIELD WO I COMPLETED j.1�,P ORI' ALLY 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 1349-17-031 C THO AS P. HUGHES, P.L.S. CJ mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DOM CHECKED BY: MEB SHEET 1 OF 1 SITE PLAN LOT 44 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. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) \ 1 inch = 30 fL 9.7 \ 14.ag`GI? \ yOR 1 n saD' gam. ' oG� \ 10.9e.7S cro KQooT 6.23' (TO uV4 tp e�^ 4.00' ✓�� A5' °Aw °� .• l nA 10.3 / COO, 1 E. --,C,,PV�211% '� 'o. J CTtn tYPr�,.°off ww ° °c, 9.9 < Ail aP/y / Qp gA 1 IMPERVIOUS COVERAGE �� , ��• $ �$ \ IMPERVIOUS Sq.FL LOT Sq.FL % l•�A �\ 10.5 4,654 Sq.Ft. 9.315 Sq.Ft. 50.0% 3.00'J e.De' ltio Dc O`S BUILDING COVERAGE COVERED S4 FL LOT Sq.Ft S -+ 1• 3,968 Sq.FL 9.318 Sq.Ft. 42.5% q \/ �� 6.09, 20. 9 FRNT A 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND \ APPROVED 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; \ , •LTJ EXCEPT CORNER/ODUBLE-FRONTAGE LOTS FOR WHICH THE NON-ADDRESS \ J FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING \ \\ FACETO BACK OF RIGHT OF WAY. REAR-OPEN PORCHES ARE ALLOWED TO GO 4 FEET INTO REAR SETBACK \�\ (PER CLIENT) \ GENERAL NOTES 1.BEARINGS ARE BASED ON THE CENTERUNE OF ATLANTIC BEACH DRIVE AS BEING S32'41'16'E. \\ \ © DENOTES PROPOSED WOOD 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE X AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0405H,BATED.JUNE 3,2013,SUBJECT TO LOMR-APP CASE DENOTES PROPOSED CONCRETE J 14-04-0427P,DATED DECEMBER 22,2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT VALLMANAGEMENT REPOOSIITORY,ERSEDODEPARTMENT OFNPUSUCSWORKSHOg BE MADE TO THE COMMUNITYS FLOOD PLANE ® DENOTES PROPOSED PAVERS 4.ROOD MAPS REFERENCED HEREON ARE BASED ON NAND 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS 917E PLAN. Q DENOTES CHEMICAL TOILET 6.AD01110NS•DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP ANO/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR rte'.±- DENOTES FUTURE 4" TREE 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 UMITS MUST REMAIN UNCOVERED& - NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE,AND UNDISTURBED. SOD BREAKDOWN p�.In,Ajmm""'c 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. TOTAL LOT AREA 9,316 S Ft. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING, PER ARB,FINISH FLOOR ELEVATION q' EASEMENTS OR FREEDOM OF ENCUMBRANCES MUST BE 24"ABOVE GRADE R TO CURB 752 Sq.Ft. 12.AREASISWILDLIFE HABITATS ORSITE PLAN WAS NOT JURISDICTIONAL ONAL LINESDED TO �OF ANOR Y FNE ANY EDERAL.STATE REGIONAL ORELOCALYAGENCIY� GROSS SOD AREA I0.06B Sq.Ft BOARD•AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY DEDUCTIONS OF THE UNDERSIGNED. FOUNDATION SLAB 3,968 Sq.Ft. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14.TH SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT DRIVEWAY 762 Sq.FL 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LINE TABLE LEAD WALK 27 Sq.Ft. UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. SIDEWALK AREA 0 S Ft. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. UNE DIRECTION LENGTH q 17.THIS IS NOT A BOUNDARY SURVEY. A/C PAD(S)&GARAGE 18.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR Ll(P) N32'41'16'W 43J.71 SERVICE DOOR SLAB 41 Sq.Ft. INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION L2(C) N32 AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS '41'16'W 372.79 THERE IS A MAXIMUM 2% WATER/CONSERVATION 0 Sq.Ft. SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWDRK SHALL.AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2:G THE PORTION OF THE SIDEWALK WHICH TRANSVERSES L3(P) 532'41'16'E 80.00 TOTAL DEOUCRON$ q. THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO.PLEASE NOTE THAT UTIUTIES(METER NET SOD AREA 5.270 Sq.Fl. BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN 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 CURVE TABLE EASEMENT DUE TO DRAINAGE PURPOSES. CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA CI(P) J 400.00 53.91 53T53'46'E 53.87 7'43'14' C2(P) 400.00 1 26.58 1 N39'51'10'W 26.57 3'48'28' REVISION D:REVISED SITE PLAN-UPDATE DRIVEWAY&MOVE HOUSE(11/9/17)(DBG/MEB) REVISION C:REVISED SITE PLAN-UPGATE HOUSE(10/30/17)(RR/MEB) REVISION B:REVISED SITE PLAN-UPDATE HOUSE(9/18/17)(TJ/N®) REVISION A REVISED SITE PLAN-CHANGED EAVES(7/24/17)(DDM/MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 10604 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904 284-2258 CERTIFICATE OF AUTHORIZATION LB #09 1 _ COPYRIGHT © 2017 NOTATION: F.I.R.M.FLOOD ZONE ^'`®'P"1 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X(N/A) the results of a Reid 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_Certificatlons regarding Information PANEL NO.: 120077 0406H fi/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 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way, setback lines, overlaps, 5J-17 F.A.C.; Pursuant to section 472.027,Florida FB/PG: 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. u-®eT imw�sru,vpa,u�m' uc SCmem _ «nm C-� N/A SEPTEMBER 18.2017 This survey Is prepared and certified for the exclusive use ofDAA' 5/9/17 SCALE: 1,-30, 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_031 D THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 r DRAWN BY: DDM CHECKED BY: MEB SHEET 1 of 1 ^J :S1 4 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this A3 day of CN6k—) K ,20 l , by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY"and Ik e r:S l cU 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 1Right-of-Way Permit# This work is generally described as Lj -- M-&w 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 I aa'1 la Sct_KI 644 61 Oct, S� 126 372,2--3 a 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. m 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 malting 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 d-J . Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this a3 day of _Qom' ,20 by f y lLMJ➢w " ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signature of tary Public, Sta f Florida / Approved/Public Works Department: Personally Known 1./ Produced Identification(Type)__-.;;. - OtPpY � LINDSEY M.BISHOP '_;�:°= Notary Public-State of Florida Scott illiams, In n Pu lic Works irector ° Commission#FF 946204 My Comm.Expires Jan 19,2020 4,p1� ." o RIGHT-®F-SWAY / EASEMENT PERIVHT Permit#Issued by the City of Atlantic Beach PERINUTTEE RESPONSIBLIE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address X8'1 :1 Adiajoic �?1 ,ea c bri V-*— Phone 04. 5y5 •-7QS,;5- X3 Permittee &yir-,ia . i4Qny,p Email LB1c_kCe(�p koo,�Ox.I%Ak-si&b0M"_ 1, L Requesting Permission to Construct - 1\ItCw✓ Location(Reference to Cross-Street) ® 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 0t (Project Superintendent) located at • 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. e The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immedia ly u n completion. Date Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL rr�� The foregoing was aclaiowledged this f/'� day of (Qe;MQ _r ,2011"7_ , by 6&61L (l - 0_O , ,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�J Signature of Not � Produced Identification(Type) ,,Ikpsy PUBS r, LINDSEY M.BISHOP ;,_; Notary Public-State of Florida Commission#FF 946204 ;�oFf o?•`' My Comm.Expires Jan 19,2020 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 �� E S17 U C_49 *� Phone(904)247-5826 • Fax(904)247-5845 1 E-mail: building-dept@coab.us Date routed: l: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -7 PSQn�k C &gck Department review required Yes No II ,Bfi`ildin Applicant: Riklet-151-( ClQ-, l-t(ern S �'� �; P}artfiing&Zoning Tree= dm7nistrato w� P4- Project: (��,� , c n: � LC_ P4-"Y\ Lr-j P Pis Utilities Public Safety 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. ❑Not applicable (Circle one.) Comments: BUILDING it y�fi J �Gv�,�-y�Gc� Selo c �c SPL NING;&2ONING Gf - - yrf Reviewed by: i Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑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 li Atlantic Beach,Florida 32233 s Nov 2 2017J� Telephone(904)247-5800 R FAX 904)247-5845 � ( i! REVISIONRE QUEST SKEET OR k CORRECTIONS TO REVIEW COMMENT Date: J . �7 Received by: Resubmitted: Permit Original Plans Examiner: Project Name: Project Address: Contractor: TtOL de- Contact Name: Contact Phone : `c,�L- :x/t,- Contact e-mail: r e Revision/Plan Check/Permit Fee (s)Due: Description of Proposed Revision to'Existing Permit: c Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signin W.I(prim name)_ Y _ L� affirm that the above revision is inc ive propos oes. I ' Sige actor gent(Contractor must sign if increase in valuation) Date j office tlse Qnty i Date: Approved: Rejected: Notified by - 5 l 1 Plan Review Comments: Department review required Yes No BUlldln i �anln`►: offl — WPlans Examiner tator UbIIC�/Or r Public Utilities — Public Safety Date Crcmwd 4113116 Rcv.3 Fire Services ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 11/9/2017 Permit: RES 17-0249 Applicant: Riverside Homes of North FL Review: ZONING Address: 12276 San Jose Blvd#120, Jacksonville Site Address: 1817 ATLANTIC Phone: 904-503-7055 BEACH DR RE#: 1695051515 Email: lbishop@myriversidehome.com Corree ion Comments 1 Courtyard Setback: Atlantic Beach Country Club SPA Text Section 3(A)(10) states that courtyards shall not be located within five (5) feet of any property line. The proposed courtyard appears to /be within this required setback. Please revise accordingly. �. 2,l Wall Height: Section 24-157 limits the maximum height of walls/enclosures to six feet in rear and S / side yards. The courtyard wall and shower enclosure exceed this maximum height. Please revise accordingly. Informational Comments Brian Broedell Planner City of Atlantic Beach APPLICATION NUMBER t Building Department (To be assigned by the Building Department.) 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 1 C S17. ` 07-49 " Phone(904)247-5826 • Fax(904)247-5845 ` y Z E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i � �] ��`l C<n`�-i C �aLh Department review required Yes No ��Buildri 7., Applicant: 1�lPr� (`�C �— c�<►�e S �, e Phar n� &Zoning`" Tree Administrator' Project: rl_(o _PGc U ilities Public Safety 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 00(Reviewing Department First Review: [-]Approved. Denied. ❑Not applicable (Circle one.) Comments: l�Qnl/a� " � `/ ��yr a�'yt C„1 12 �ar� -� 6BUILD / ' `in co (rcc4- bva14 Ilyksar >� 2 GrJ-V1r�G��d PLANNING & ZONING k Jol, tCv _ Reviewed by: Date: / /-/.5" -/7 TREE ADMIN. Second Review: Approved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / Datej 2- FIRE FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPS ....._-.-- CITY OF ATLANTIC BEACH 800 Seminole Road z . I NOV L 2 2011 E�6 '�" Atlantic Beach,Florida 32233 £ lO Telephone(904)24775800 4 FAX 904 247-5845 REVISIONREQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: f . 7 Received by: Resubmitted: Pennit umber: Original Plans Examiner: Project Name: Project Address: /`Q? Contractor: KLVe/-st-d'_ h6cwr-S Contact e: 0 t Cc Contact Phone : 7ol-- l y ontact a-mal Revision/Plan Check/Permit Fee(s) uc: $ t Description of Proposed Revision to Existing Permit: 's t Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signin w.I(print name)-"fit t 2 affirm that the above revision is inc ive propos S. it Sigt a aetol gent(Contractor must sign if increase in valuation) Date i of6ec Ilse Only Date. r 2-1 ` 1-7 Approved: Rejected: Notified by: Plan Review Continents: s De artme t review required Yes No — 4 rt T ' - -- ----- --- --- lanning& ontn e mtnlstrator Plans Examiner ublic Wor Public Utilities Public Safety Date CmatclAll3l16 Ra.3 Fire.Services k SITE PLAN LOT 44 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. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) \ 1 inch = 30 ft. 9.7 10.04' $g Gel (TOnp) 1,,g• pp 7.02' h5 �.p• T CIO 1.04• 4 10.9 s• iocP� wP (TO SAVE) 6.02' 10.04't b" / o ATS \Fe .N� <� 10.3 '-'• a �„• -y'P�o m'CPo`� 'o. C�• C�l P 9.9 \ j °oyes\ 3 'Faa N°a/RPG�lrtt� 1. IMPERVIOUS COVERAGE r �T 16.70' S� S o. IMPERVIOUS Sq.Ft. LOT �0� `\ j `, O,P ryry 00/• 10'5 4,660 Sq.Ft. 9,718 Sq.FL 50.OR G OD 9FVV.J•B� / 10.05' NF3 BUILDING COVERAGE - •1$ COVERED Sq.Ft. LOT 5a.Ft. R � �� 10,05' _ 3,988 Sq.FL 9,316 Sq.Ft. 42.SR $. •a 20.50' DENIED •SETBACKS'• \ r FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND \\ �� \ 15 FEET FROM BUILDING FACE TA PORCH TO BACK OF RIGHT OF WAY; \ y_�� EXCEPT CORNER/DOUBLE-FRONTAGE YARD LOTS,FOR FROM THE NDN-ADDRESS \ \ NgEEJ FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING \ FACE TO BACK OF RIGHT OF WAY. \ REAR-OPEN PORCHES ARE ALLOWED TO GO 4 FEET INTO REAR SETBACK \�\ P A (PER[L TENT) ,� \ �� GENERAL NOTES: \\� - /P 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S32'41'18•E. \d" \ © DENOTES PROPOSL PV OD I// 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE•X•AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER MEN.DATED,JUNE 3,2013,SUBJECT TO LOMR-APP CASE ` _:�.':�'. DENOTES PROPOSED CONCRETE 14-04-0427P,DATED DECEMBER 22,2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILLMANIA ENT RESUPEPPO�SITORY.DEPARTMENT OF PUBUC WOORSAID INFORMATION.INQUIRIES KS�BE MADE TO THE COMMUNITYS FLOOD PLANE ® DENOTES PROPOSED PAVERS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&ND IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED DENOTES CHEMICAL TOILET UNDER THE SCOPE OF THIS SITE PLAN. CT 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP ANO/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR '+- DENOTES FUTURE 4" TREE 7.THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1•-30'OR SMALLER. B. ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED& - NOT ENCLOSED. 9. aM�UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. SOD BREAKDOWN E-- 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SIZE PLAN IS NOTE, TOTAL LOT AREA 9,316 Sq.Ft. ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. PER ARB, FINISH FLOOR ELEVATION 12. U THIS SITE PN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS ENVIRONMENTALLY SENSITIVE MUST BE 24•ABOVE GRADE R/W TO CURB 752 Sq.Ft. AREAS, WILD FE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY, GROSS SOD AREA 10,068 Sq.Ft BOARD.AND COMMISSION OR OTHER ENITTY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RE&PONSIBIUTY DEDUCTIONS OF THE UNDETRSIGNED. FOUNDATION SLAB 3,968 Sq.FL 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. DRIVEWAY 807 Sq.Ft. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LINE TABLE LEAD WALK 27 Sq.Ft UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. SIDEWALK AREA 0 S Ft. 16.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. LINE DIRECTION LENGTH17.THIS IS NOT A BNDARY SURVEY. 9 1B.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS VICE SERCE THEY ARE SHOWN FOR L1(P) N32'41'16'W 433.71 A/C I ( &GARAGE (DOOR 41 Sq.FL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION OR SUB AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% L2(C) N32'41Yfi•W 37279 WATER/CONSERVATION 0 Sq,Ft. SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FUTWORK SHALL AT A MINIMUM,MEET CURRENT COUNTY AND ADA P TOTAL OEOUCTIONS STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2R.THE PORTION OF THE SIDEWALK WHICH TRANSVERSES U() S32'41'16•E 80.00 q THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER NET SOD AREA 5,225 Sq.Ft. BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TD ENGINEERING PLANS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE CURVE TABLE EASEMENT DUE TO DRAINAGE PURPOSES. CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA CI(P) 400.00 53.91 S37.53.46•E 57.87 7.43'14• C2(P) 1 400.00 26.58 1 N39'5l'IO•W 26.57 3'48'28• REVISION C:REVISED SITE PLAN-UPDATE HOUSE(10/30/17)(RR/AIEB) REVISION B:REVISED SITE PLAN-UPDATE HOUSE(9/18/17)(TJ/MEB) REMSION A REVISED SIZE PLAN-CHANGED EAVES(7/24/17)(DDM/.®) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS li �/ In-00 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 �� = "gym°":• u• � GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 �� m^ CERTIFICATE OF AUTHORIZATION LB #6991 COPYRIGHT © 2017 nueA�• NOTATION: F.I.R.M.FLOOD ZONE 4a �o°oma �}o o.o ow I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: x(N/A) r1rw= oom..�w,.mm the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and compiles With the latest Standards of Troll Surveying make no Certifications regarding Information PANEL NO.: 120077 0406H 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 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way,setback lines,overlaps, FB PG: - - 5J-17 F.A.C.; Pursuant to section 472.027,Florida / Boundary Line disputes,agreements,reservations or other N/A I- -� 1e„m statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search y' uc Y-mom.a,.vm, ,•�*o,.�w�pr�®gnm .c N/A SEPTEMEIER 16,2017 This survey Is prepared and certified for the exclusive use of DATE 5/9/17 SCALE: 1,-30, FIELD WO I COMPLETED P ORI ALLY SIGNED the client named hereon and the survey map and report of _, G the copies thereof are not valid without the signature and PROJECT NO.: REMSION: oul-NU the anginal raised seal of a Florida licensed surveyor and 1349-17-031 C THO AS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: MEB SHEET 1 OF 1 Atlantic Beach Country Club lot 44 1817 Atlantic Beach Drive OFFICE COPY 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 OFFI BUILDING PERMIT APPLICATION C E C 0 PY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1817 Atlantic Beach Drive Permit Number: RF S1-7 – b Z —I Legal Description Lot 44 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E.213 Parcel# 169505-1515 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 900,000 Proposed Work heated/cooled 3763 non-heated/cooled-816 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/ window/door Use of existing/proposed structure(s) (circle one): Commercial R4 �T If an existing structure,is a fire sprinkler system installed? (Circle.one): Yes No 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) lbishopemyriversidehome.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 32223 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 and void cf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a__pperiod 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 IMPROVEMEN`T'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this.application and know the same to be true and correct. All provisions of laws and ordinances governing this type ofwork will be complied with whether specified herein or not. The granting of a permit does notpresume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor' 56 Print Name U&4 ...�Q/U.S Print Name Sworn to and subscribed before me Sworn to and subscribed before me this Day ofr 20 thisDay of I 20 /7 Notat Public Notary Publi Revised 01.26.10 �Q''CPRY � LINDSEY M.BISHOP ,,,,��,,,, 6f ° ',°= Notary Public-State of Florida ,•�oPRYPba�'�. LINDSEY a os M.BISHOD '"° "•= Commission#FF 946204, x * _ Notary Public-State of,FMy Comm.Expires Jan 1.9,2020 ; Commission#FF 946i,OF F�,� F F�O,�`% M Exh � yComm. pires Jan 19 OFFICE COPY DO I�®T LTTE B��®w� ®JN'k'.��U,�E��17GY Applica e Co es:2070LORIDABUIlDING CODE �jeeuZtfczx°cZe ®ne) -Approved .Disappxoved - App ®ved w/ Oonditio-Us Reviewfnitials/Date: 7 De�pxn.exzt Sr2e i habitable Space37 3 S6-Non-Habitable /s-S s. - npervious area (-sHeRa:-MOUS Information Icupancy Group 3 Pe Of Construction U�j mber of Stories 2• iing District G L K. Occupancy Load Sprinlders Required d.done X i OFFICE COPY SITE PLAN LOT 44 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. GRAPHIC SCALE r U.1S7 30 0 15 30 1/71412 2 ( IN FEET ) \ 1 inch = 30 ft 9.7 \ 14.00'9`GQl Ay �1gLp O ` CIO FJ,1Q calms \ -1 C 1 I-,' CIO 10.9 J / (TO WOOD) 8.233' 4�ay Oa Fw1,:7 10.3 / .\ c�R ��'. aoo ��LP�� „o. J C1 ti•. ''fYrr o..,�� `'� \EDC 9.9 \ tiy'/ y • ?�� '3'A��' R� o. /� P�l� 7 IMPERVIOUS COVERAGE f 1854• P S/ ?o.,�' $T�� 10.5 \ IMPERVIOUS Sq.Ft. LOT 5a.FL S `\ / B,p 4,854 Sq.FL 9,316 Sq.Ft 50.0% 3•ar p q�'�/ L O BUILDING COVERAGE COVERED 5g.Ft. LOT Sq.FFt % \/ C) - \`\�•809' 3,988 Sq.Ft 9,316 Sq.FL 42.5R q / `� 20.JY 9.9 F SETBACKS" r� OF WAY 15FEET FROM BUILIX C FACE OR PORCH 70 ACK OF R GT FROM FACE OF GARAGE TO BACK OF RIHT OF WAY, AND EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS FRONTSIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING T FACE TO BACK OF RIGHT OF WAY. REAR-OPEN PORCHES ARE ALLOWED TO CO 4 FEET INTO REAR SETBACK \�� (PER CLIENT) \ GENERAL NOTES: \ C", 1.BEARINGS ARE BASED ON THE CENTERUNE OF ATLANTIC BEACH DRIVE AS BEING S32'41'16'E. \r/' \ © DENOTES PROPOSED WOOD 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'7f AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.RM.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406N,DATED,JUNE J,2013,SUBJECT TO LOMR-APP CASE ` DENOTES PROPOSED CONCRETE i 14-04-THAT WILL0427P,DATED DECEMBER 22,2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE MANAGEMENT REPOSITORY.SUPERSSAIDINFORMATI DEPARTMENTNOFNQUtjESROKULD BE MADE TO THE COMMUNITYS ROOD PUNS ®S. DENOTES PROPOSED PAVERS 4.ROOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1968. 5.NO UNDERGROUND FOUNDATIONS OR U71UTIES h ND IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED DENOTES CHEMICAL TOILET UNDER THE SCOPE OF THIS SITE PLAN. CT 6.ADDITIONS,DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP ANO/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. ;- DENOTES FUTURE 4" TREE 7.THIS MAP IS INTENDED TO BE HEWED AT A SCALE OF 1' 30'OR SMALLER. _ B.ENTRIES dt 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. SOD BREAKDOWN rn�AimR�"F 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, PPEREARB. FINISH FLOOR ELEVATION TOTAL LOT AREA 9,316 Sq.Ft. EASEMENTS OR FREEDOM OF ENCUMBRANCES MUST BE 24"ABOVE GRADE R/W TO CURB 752 Sq.Ft. 12.THIS SITE PUN 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, CROSS SOD AREA 10,068 Sq.Ft BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY DEDUCTIONS OF THE UNDERSIGNED. FOUNDATION SLAB 3,9fie Sq.Ft. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. DRIVEWAY 762 Sq.FL 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES LINE TABLE LEAD WALK 27 Sq.Ft UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PUT FOR ADOITIONAL ITEMS THAT MAY AFFECT THIS LOT. LINE DIRECTION LENGTH SIDEWALK AREA 0 Sq.Ft. 17. BASED IS NOT A BOUNDARY SURVEY. A/C PAD(S)8 GARAGE 19.PUBLIC SIDEWALKS DEPICTED HEREON ARE BAON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR LI(P) N32.41.16-W 433.71 SERVICE DOOR SLAB 41 Sq.Ft INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION 12(C) N32'41'16'W 37279 ANO/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% WATER/CONSERVATION O Sq.Ft. SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FUTWORK SHALL.AT A MINIMUM.MEET CURRENT COUNTY AND ADA P TOTAL.DEDUCTIONS 8 STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF TUE SIDEWALK WHICH TRANSVERSES L3() S32.41.16-E 80.00 q• THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER NET SOD AREA 5.270 Sq.Ft. BOXES,VALVES ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19.ORMNACE 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 CURVE TABLE EASEMENT DUE TO DRAINAGE PURPOSES. CURVE RADIUS I ARC LENGTH I CHORD DIRECTION CHORD LENGTH DELTA Cl(P) 1400.0o I 53.91 I S3T53'46'E 53.57 7'43'14' C2(P) 1 400.00 26.58 1 N39'51'10'W 26.57 3'48'26' REVISION D:REVISED SITE PUN-UPDATE DRIVEWAY @ MOVE HOUSE(11/9/17)(DBG/MEB) REVISION C:REVISED SITE PLAN-UPDATE HOUSE(10/30/17)(RR/MEB) REI ON B:REVISED SITE PLAN-UPDATE HOUSE(9/18/17)(TJ/MEB) REVISION A REVISED SITE PLAN-CHANGED EAVES(7/24/17)(DDM/MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFM TO:RIVERSIDE HOMES � BARTRAM TRAIL SURVEYING. INC. mr-. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS o N` 1501 COUNTY ROAD 315 SUITE NO. 108 904 284-2224 GREEN COVE SPRINGS, FL 92049 FAX 904 284-2258 CERTIFICATE OF AUTHORIZATION LB #8991 _ COPYRIGHT © 2017 NOTATION: F.I.R.M.ROOD ZONE {, Tcmww ""(,omaa a`vO1 9 HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: %(N/A) 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.: 720077 04066 6/3/13 «9a Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP#14-04-0427P 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way,setback lines, overlaps, FB PG: - - SJ-17 F.A.C.; Pursuant to section 472.027,Florida / Boundary Line disputes,agreements,reservations or other NIA "� vu statues•subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. ° m m��•..a•m a'w'iin`uia n°°4a,°Cmm o°°®yr wa m u na g-gym ,"en a-u.v�uu r° N/A SEPTEMBER 18,2017 This survey Is prepared and certified for theexclusive use of DALE: 5/9/17 SCALE: 1,-30, --�u"nu,om.o a.0-m-ucv wwa sx.Q om, 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 1349-17-031 D THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DOM CHECKED BY: MEB SHEET 1 OF 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3763(Rio-Coastal)(REVISED) Builder Name: Riverside Homes Street: 1817 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Lemasters Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4310.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4022.60 ftZ b.Frame-Wood,Adjacent R=19.0 200.00 ftZ 3. Number of units,if multiple family 1 c.Frame Wood,Adjacent R=13.0 87.50 ft' 4. Number of Bedrooms 5 d.N/A R= ftZ 10.Ceiling Types (2457.6 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2387.00 ftZ 6. Conditioned floor area above grade(ftZ) 3763 b.Knee Wall(Unvented) R=0.0 70.60 ftZ Conditioned floor area below grade(ft') 0 c. N/A R= ftZ 11.Ducts R ftZ 7. Windows(701.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 250.86 a. U-Factor: DbI,U=0.35 701.33 ftZ b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 250.86 SHGC: SHGC=0.22 c.Sup:Attic,Ret:Attic,AH:Guest Qtrs 6 124.8 b. U-Factor: N/A ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 b.Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ftZ c.Central Unit 18.0 SEER:14.00 SHGC: 13.Heating systems kBtii/hr Efficiency d. U-Factor: N/A ftZ a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: b.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.517 ft. c.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3763.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallonsEF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2387.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1376.00 ftZ None c. N/A R= ftZ 15.Credits Pstat Glass/Floor Area: 0.186 Total Proposed Modified Loads: 90.20 PASS Total Baseline Loads: 101.20 1 hereby certify that the plans and specifications covered by Review of the plans and0, T �SZ�Ix this calculation are in compliance with the Florida Energy specifications covered by this Digitally signed by Douglas R Stickles Code. calculation indicates compliance DN:cn=Douglas R.Stickles,c=US,o=A/C Douglas R. Stickles Masters HVAC,Inc. with the Florida Energy Code. PREPARED BY: Date:zo,z,,.,so9:a9:z,-osoo . Before construction is completed DATE: s- r► this building will be inspected forN compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code � Ll>�T OWNER/AGENT: � BUILDING OFFICIAL: DATE: � ! W 1 f A DATE: 112 -1.17 - 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. 11/15/2017 9:41 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: RIVER3763(Rio-Coastal)(RE Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 3763 Lot# 44 Owner: Lemasters Residence Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: 1817 Atlantic Beach Dri 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 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 2075 20750 2 Block2 1376 12384 3 Block3 312 3120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2075 20750 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1376 12384 No 3 3 1 Yes Yes Yes 3 Guest Qtrs 312 3120 No 1 1 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 202.3 ft 0 2075 ft2 ---- 0.75 0 0.25 2 Floor Over Other Space 2nd Floor ---_ ---- 1376 ft2 0 0.2 0 0.8 3 Slab-On-Grade Edge Insulatio Guest Qtrs 79 ft 0 312 ft2 ---- 0.35 0 0.65 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 2765 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 2387 ft2 N N 11/15/2017 9:41 AM 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 699 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1376 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 70.6 ft2 0.11 Wood 4 Under Attic(Unvented) Guest Qtrs 0 Blown 312 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N=>NE Exterior Frame-Wood 1st Floor 19 36 3 10 362.5 ft2 0.23 0.75 0 2 W=>NW Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 3 N=>NE Exterior Frame-Wood 1st Floor 19 10 3 10 102.5 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 3 3 10 32.5 ft2 0.23 0.75 0 6 E=>SE Exterior Frame-Wood 1st Floor 19 47 10 470.0 ft2 0.23 0.75 0 7 S=>SW Garage Frame-Wood 1st Floor 19 20 10 200.0 ft2 0.23 0.01 0 8 W=>NW Garage Frame-Wood 1st Floor 13 8 9 10 87.5 ft2 0.23 0.01 0 9 W=>NW Exterior Frame-Wood 1st Floor 19 4 6 10 45.0 ft2 0.23 0.75 0 10 S=>SW Exterior Frame-Wood 1st Floor 19 7 6 10 75.0 ft2 0.23 0.75 0 11 W=>NW Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 12 S=>SW Exterior Frame-Wood 1st Floor 19 10 6 10 105.0 ft2 0.23 0.75 0 13 W=>NW Exterior Frame-Wood 1st Floor 19 8 10 80.0 ft2 0.23 0.75 0 14 S=>SW Exterior Frame-Wood 1 st Floor 19 10 3 10 _ 102.5 ft2 0.23 0.75 0 15 W=>NW Exterior Frame-Wood 1st Floor 19 30 10 300.0 ft2 0.23 0.75 0 16 N=>NE Exterior Frame-Wood 2nd Floor 19 13 9 7 6 103.1 ft2 0.23 0.75 0 17 E=>SE Exterior Frame-Wood 2nd Floor 19 2 9 18.0 ft2 0.23 0.75 0 18 N=>NE Exterior Frame-Wood 2nd Floor 19 15 6 9 139.5 ft2 0.23 0.75 0 19 E=>SE Exterior Frame-Wood 2nd Floor 19 45 6 9 409.5 ft2 0.23 0.75 0 20 S=>SW Exterior Frame-Wood 2nd Floor 19 21 6 9 193.5 ft2 0.23 0.75 0 21 W=>NW Exterior Frame-Wood 2nd Floor 19 7 6 9 67.5 ft2 0.23 0.75 0 22 S=>SW Exterior Frame-Wood 2nd Floor 19 7 6 9 67.5 ft2 0.23 0.75 0 23 W=>NW Exterior Frame-Wood 2nd Floor 19 2 9 18.0 ft2 0.23 0.75 0. 24 S=>SW Exterior Frame-Wood 2nd Floor 19 10 6 9 94.5 ft2 0.23 0.75 0 25 W=>NW Exterior Frame-Wood 2nd Floor 19 15 9 135.0 ft2 0.23 0.75 0 26 N=>NE Exterior Frame-Wood 2nd Floor 19 10 6 9 94.5 ft2 0.23 0.75 0 27 W=>NW Exterior Frame-Wood 2nd Floor 19 12 6 5 62.5 ft2 0.23 0.75 0 28 W=>NW Exterior Frame-Wood 2nd Floor 19 10 6 9 94.5 ft2 0.23 0.75 0 29 N=>NE Exterior Frame-Wood Guest Qtrs 19 7 10 70.0 ft2 0.23 0.75 0 30 E=>SE Exterior Frame-Wood Guest Qtrs 19 5 10 50.0 ft2 0.23 0.75 0 31 N=>NE Exterior Frame-Wood Guest Qtrs 19 14 6 10 145.0 ft2 0.23 0.75 0 32 E=>SE Exterior Frame-Wood Guest Qtrs 19 13 10 130.0 ft2 0.23 0.75 0 33 S=>SW Exterior Frame-Wood Guest Qtrs 19 21 6 10 215.0 ft2 0.23 0.75 0 34 W=>NW Exterior Frame-Wood Guest Qtrs 19 18 10 180.0 ft2 0.23 0.75 0 11/15/2017 9:41 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FO-RM--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 3 8 24 ft' 2 W=>NW Insulated 1st Floor None .46 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 45 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 48.0 ft' 12 ft 8 in 1 ft 0 in Drapes/blinds None 2 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 128.0 ft' 12 ft 8 in 1 ft 0 in Drapes/blinds None 3 N=>NE 3 Vinyl Low-E Double Yes 0.35 0.22 41.3 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 4 E=>SE 6 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 5 E=>SE 6 Vinyl Low-E Double Yes 0.35 0.22 24.0 ftZ 1 ft 8 in 1 ft 0 in Drapes/blinds None 6 W=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 10.0 ft' 8 ft 8 in 1 ft 0 in Drapes/blinds None 7 S=>SW 10 Vinyl Low-E Double Yes 0.35 0.22 8.0 ft' 35 ft 8 in 1 ft 0 in Drapes/blinds None 8 S=>SW 12 Vinyl Low-E Double Yes 0.35 0.22 24.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 9 W=>NW 13 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft' 12 ft 0 in 1 ft 0 in Drapes/blinds None 10 S=>SW 14 Vinyl Low-E Double Yes 0.35 0.22 40.0 ft' 9 ft 8 in 1 ft 0 in Drapes/blinds None 11 W=>NW 15 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 12 N=>NE 16 Vinyl Low-E Double Yes 0.35 0.22 45.0.ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 13 N=>NE 18 Vinyl Low-E Double Yes 0.35 0.22 6.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 14 E=>SE 19 Vinyl Low-E Double Yes 0.35 0.22 75.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 15 S=>SW 20 Vinyl Low-E Double Yes 0.35 0.22 8.8 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 16 S=>SW 22 Vinyl Low-E Double Yes 0.35 0.22 22.5 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 17 S=>SW 24 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 18 N=>NE 26 Vinyl Low-E Double Yes 0.35 0.22 7.5 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 19 N=>NE 29 Vinyl Low-E Double Yes 0.35 0.22 10.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 20 E=>SE 30 Vinyl Low-E Double Yes 0.35 0.22 21.3 ft' 21 ft 3 in 1 ft 0 in Drapes/blinds None 21 N=>NE 31 Vinyl Low-E Double Yes 0.35 0.22 40.0 ft' 6 ft 8 in 1 ft 0 in Drapes/blinds None 22 S=>SW 33 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 23 S=>SW 33 Vinyl Low-E Double Yes 0.35 0.22 6.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 816 ft' 816 ft' 98 ft 10ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 . 1 Wholehouse Proposed ACH(50) .000306 3021.2 165.86 311.92 .2902 5 11/15/2017 9:41 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 36 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 2 sys#2 3 Electric Heat Pump Split HSPF:8.2 18 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 2 Central Unit Split SEER:14 30 kBtu/hr 900 cfm 0.75 2 sys#2 3 Central Unit Split SEER:14 18 kBtu/hr 540 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 80 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 ON RLF Heat Cool 1 Attic 6 250.86 Attic 62.716 Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 250.86 Attic 62.716 Default Leakage 2nd Floor (Default) (Default) 2 2 3 Attic 6 124.8 ft Attic 62.716 Default Leakage Guest Qtrs (Default) (Default) 3 3 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [ Jan Feb Mar A r May X Jun rl Jul X Aug Se [ Oct [ Nov Dec Heatin [ Jan Feb Mar Apr l May Jun Jul l AuSep [ ]Oct (X�Nov f X Dec Venting [ Jan Feb X Mar Apr [ May Jun Jul [ Aug Se [X]Oct [X Nov [ Dec- 11/15/2017 ec11/15/2017 9:41 AM 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 11/15/2017 9:41 AM 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. 1817 Atlantic Beach Drive, 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 4022.60 ft' b.Frame-Wood,Adjacent R=19.0 200.00 ftZ 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 87.50 ft2 4. Number of Bedrooms 5 d.N/A R= ftZ 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2387.00 ft' 6. Conditioned floor area(ft') 3763 b.Knee Wall(Unvented) R=0.0 70.60 ftZ 7. Windows** Description Area c. N/A R= ftZ 11.Ducts R ftz a. U-Factor: Dbl,U=0.35 701.33 ftZ a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 250.86 SHGC: SHGC=0.22 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 250.86 b. U-Factor: N/A ftZ c.Sup:Attic, Ret:Attic,AH:Guest Qtrs 6 124.8 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 36.0 SEER:14.00 SHGC: b.Central Unit 30.0 SEER:14.00 d. U-Factor: N/A ftZ c.Central Unit 18.0 SEER:14.00 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.517 ft. b. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 c.Electric Heat Pump 18.0 HSPF:8.20 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 2387.00 ft EF:0.86 b.Floor Over Other Space R=0.0 1376.00 ftZ b. Conservation features c.N/A R= ftZ None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building114Esxt� Construction through the above energy saving features which will be installed (or exceeded) 4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: --� Date: g , Address of New Home: I GY Vl fl C� (,h . City/FL Zip: A-A a k., t L`Qe 1, , 0 WE. *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. 11/15/2017 9:42 AM 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: 1817 Atlantic Beach Drive 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. 8402.4 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. El 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. R403.22 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. 11/15/2017 9:42 AM 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(13°C)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). 0 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 Shutdown. 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. 0 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 11403.4.4.2.1. 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. 0 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. 11/15/2017 9:42 AM EnergyGauge®USA-F1aRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 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. 0 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 8403.6.1. 0 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. 0 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. 0 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. 11/15/2017 9:42 AM EnergyGaugeO 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: RIVER3763(Rio-Coastal)(REVISED) Builder Name: Riverside Homes Street: 1817 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Lemasters 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. f Air-permeable insulation shall not be used as a sealing material. 1/ Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the 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/doorjambs 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 / sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/15/2017 9:43 AM 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: RIVER3763(Rio-Coastal)(REVISED) Builder Name: Riverside Homes Street: 1817 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond.Floor Area:: 3763 sq.ft. Cond.Volume: 36254 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: 1 Pa cfm Eq LA: 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, OE$xArc� performance results demonstrate compliance testing shall be conducted by an with Florida Energy Code requirements in approved third party.A written J. accorda ec ion R402. report of the results of the test shall be signed by the third party conducting the test and provided to �* f SIGNATURE: the code official. PRINTED NAME: DATE: BUILDING OFFICIAL: DATE: 11/15/2017 9: EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3763(Rio-Coastal) wrigh sof', Date: 11/15/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL32256 Phone:904.722.8995 Fax 904.722.8944 Project • • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 27058 Btuh Entering coil DB: 77.4°F Outdoor design WB:77.0°F Latent gain: 6270 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 33327 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 24420 Btuh 90% of load Latent capacity: 8580 Btuh 137% of load Total capacity: 33000 Btuh 99% of load SHR: 74% Heating Equip ment Design Conditions Outdoor design DB: 32.0°F Heat loss: 33305 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 101% of load Capacity balance: 33' OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 10.4 kW 106% of load Temp. rise: 37 OF Meets are all requirements ofACCA Manual S. 2017-Nov-15 08:59:37 rte. wrightsOft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ACCp1 ...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: RIVER3763(Rio-Coastal) wreghtso ' Date: 11/15/17 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 .01tojectInformation For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 22337 Btuh Entering coil DB: 76.8°F Outdoor design WB:77.0°F Latent gain: 5051 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0oF Total gain: 27389 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 21164 Btuh 95% of load Latent capacity: 7436 Btuh 147% of load Total capacity: 28600 Btuh 104% of load SHR: 74% M.ehting Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 17312 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 28600 Btuh 165% of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.7 kW 113% of load Temp. rise: 29 °F Meets are all requirements ofACCA Manual S. 2017-Nov-15 08:59:37 ,,,; # wrightsofkry Right-Suite®universal 2017 17.0.23 RSU13256 Page 2 ACCN...e HomesIATLANTIC Beach CCIABCC44(Lemasters).rup Calc=MJS Front Door faces:SW Manual S Compliance Report Job: RIVER3763(Rio-Coastal) ' `u�rightso , Date: 11/15/17 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL32256 Phone:904.722.8995 Fax 904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 10174 Btuh Entering coil DB: 76.1°F Outdoor design WB:77.0°F Latent gain: 1913 Btuh Entering coil WB: 63.0'F Indoor design DB: 75.0°F Total gain: 12087 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Toshiba Carrier Model: RAS-12EAV-UL+RAS-12EKV-UL Actual airflow: 593 cfm Sensible capacity: 10000 Btuh 98% of load Latent capacity: 2200 Btuh 115% of load Total capacity: 12200 Btuh 101% of load SHR: 82% Heating Equipm, Design Conditions Outdoor design DB: 32.0°F Heat loss: 14970 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Toshiba Carrier Model: RAS-12EAV UL+RAS-12EKV-UL Actual airflow: 593 cfm Output capacity: 14200 Btuh 95% of load Capacity balance: 33 °F Supplemental heat required: 770 Btuh Economic balance:-99 °F Backup equipment type: . Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 4.1 kW 93% of load Temp. rise: 27 °F Meets are all requirements ofACCA Manual S. 2017-Nov-15 08:59:37 1/ rightSOft,° Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 ACCK...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW Project $UtY1117ar Job: RIVER3763(Rio-Coastal) ig 1 wrtSo o Y Date: 11/15/17 I 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 ", % �qiedtlhformatioh , For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Notes: Lot 44,Atlantic Beach C. C. Lemasters Residence REVISED Desiaormation Weather: Jacksonville, Int'l 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 52316 Btuh Structure 42760 Btuh Ducts 13271 Btuh Ducts 16171 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 65588 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load_ c:2§E33:;Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9678 Btuh Ducts 3556 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area (ft2) 3763 3763 Equipment latent load � tuh Volume (ft') 36254 36254 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) _E21 4 _ tuh Equiv.AVF (cfm) 169 91 Req. ota capacity at0.70 SHH-- 7.0 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 °F 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. 2017-Nov 15 08:59:37 Wrl htSof ° Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ACCA....a HomesIATLANTIC Beach CMABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW t, Project Summar Job: RIVER3763(Rio-Coastal) Wrightsof$a Date: 11/15/17 "III 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 • - • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Notes: Lot 44,Atlantic Beach C. C. Lemasters Residence REVISED Design Ififormation 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 26562 Btuh Structure 18688 Btuh Ducts 6743 Btuh Ducts 8370 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 33305 Btuh Use manufacturer's data y Rate/swing multiplier 1 Infiltration Equipment sensible load 05 uh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4428 Btuh Ducts 1842 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2075 2075 Eouinment latent load_ �7 Btuh Volume (ft') 20750 20750 Air changes/hour 0.21 0.11 Equipment Total Load (Sen+Lat) 2gaZE:-,Btuh Equiv.AVF (cfm) 73 39 Req'offal capaci�f 0.74 SHR— 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000B0 AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24420 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point= 33 °F Backup: Input= 10 kW, Output= 35336 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wriihfisof ' 2017-Nov 15 08:age 2 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 AC C,N ...a Homes\ATLANTIC Beach CMABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW PJ. Project Summar Job: RIVER3763(Rio-Coastal) f i Wrightso " Y Date: 11/15/17 i' 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 olect Inf6emationr For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Notes: Lot 44,Atlantic Beach C. C. Lemasters Residence REVISED DesignInformation 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12383 Btuh Structure 16349 Btuh Ducts 4929 Btuh Ducts 5989 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 17312 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipme d &Z7,DBtuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3746 Btuh Ducts 1305 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1376 1376 Egulpment latent load �tuh Volume (ft') 12384 12384 Air changes/hour 0.31 0.16 Equipment Total Load (Sen+Lat) Btuh Equiv.AVF (cfm) 63 34 Req. total capacity at U.14-51-IN 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21164 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7436 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point= 21 OF Backup: Input= 6 kW, Output= 19608 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .,1. wri htSOft 2017-Nov-15 08:59:37 �T Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 BCCI',,...e HomesIATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW Project Summary RIVER3763(Rio-Coastal) wri h$soft" y Date: 11/15/17 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Piofect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Notes: Lot 44,Atlantic Beach C. C. Lemasters Residence REVISED D'esign Information. Weather: Jacksonville, Int'lAirport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 of Design TD 38 °F Design TD 18 of Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13371 Btuh Structure 8186 Btuh Ducts 1599 Btuh Ducts 1987 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 14970 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 2U Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1504 Btuh Ducts 409 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 312 312 Equipment latent load �l"�DBtuh Volume (ft') 3120 3120 Air changes/hour 0.64 0.34 Equipment Total Load (Sen+Lat) �tuh Equiv.AVF (cfm) 33 18 Req. fofa capacl y of 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Toshiba Carrier Make Toshiba Carrier Trade Toshiba Carrier Trade Toshiba Carrier Model RAS-12EAV UL Cond RAS-12EAV UL AHRI ref 6960760 Coil RAS-12EKV UL AHRI ref 6960760 Efficiency 9.7 HSPF Efficiency 11.5 EER, 23 SEER Heating Input Sensible cooling 8400 Btuh Heating output 14200 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 22 °F Total cooling 12000 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point= 33 °F Backup: Input=4 kW, Output= 13953 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A 2017-Nov-15 08:59:37 Wl1 rCSo ° Right-Suite®Universal 2017 17.0.23 RSU13256 Page 4 ACCK...e HomesIATLANTIC Beach CCIA9CC44(Lemasters).rup Calc=MJ8 Front Door faces:SW FF wrightsoft, Right-JO Worksheet Job: RIVER3763(Rio-Coastal) Entire House Date: 11/15/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House 1st System 2 Exposed wall 455.6 ft 202.3 ft 3 Room height 9.6 ft 10.0 ft 4 Room dimensions 5 Room area 3763.0 ft2 2075.0 W Ty Construction U-value Or HTM Area (ftp) Load Area (ft2) Load number (Btuh/f:2°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 ne 2.58 1.46 1050 717 1853 1048 498 280 724 409 3A-2ov 0.350 ne 13.30 37.00 65 0 865 2405 0 0 0 0 3A-2ov 0.350 ne 13.30 22.43 218 0 2899 4689 218 0 2899 4889 3A-2ov 0.530 ne 20.14 38.94 50 0 1007 1947 0 0 0 0 11 W 12E-Osw 0.068 se 2.58 1.46 1098 917 2370 1341 490 410 1059 599 3A-2ov 0.350 se 13.30 38.43 80 0 1064 3074 0 0 0 0 3A-2ov 0.530 se 20.14 32.39 21 310 423 680 0 0 0 0 3A-2ov 0.350 se 13.30 19.52 80 51 1064 1562 80 51 1064 1562 12E-Osw 0.068 sw 2.58 1.46 854 649 1677 049 283 187 483 273 3A-2ov 0.350 sw 13.30 38.43 70 29 931 2690 0 29 0 0 3A-2ov 0.350 sw 13.30 19.52 72 46 958 1405 72 46 958 1405 3A-2ov 0.530 sw 20.14 32.39 39 25 785 1263 0 0 0 0 11 JO 0.600 sw 22.80 18:36 24 24 547 441 24 24 547 441 W 12E-Osw 0.068 nw 2.58 1.46 1023 893 2308 1306 465 380 982 556 3A-2ov 0.350 nw 13.30 37.00 45 0 599 1665 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 nw 20.14 35.83 85 80 1712 3046 85 0 1712 3046 P 12E-Osw 0.068 - 2.58 0.89 288 267 690 238 288 267 690 238 11,10 0.600 w 22.80 18.36 21 21 479 386 21 21 479 386 P 16A-19td 0.049 - 1.86 3.63 71 71 132 258 0 0 0 0 C 16X19-0md 0.408 w 2.15 1.59 2387 2387 5136 3795 699 699 1504 1111 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2387 321 16555 0 2075 202 10414 0 6 c)AED excursion 0 309 Envelope loss/gain 44052 34387 23515 15224 12 a) Infiltration 7064 1793 3047 773 b) Room ventilation 0 0 0 . 0 13 Internal gains: Occupants @ 230 6 1380 3 690 Appliances/other 4000 2000 Subtotal(lines 6 to 13) 51116 41560 26562 18688 Less external load -1200 -1200 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 52316 42760 26562 18688 15 Duct loads 1 25% 38%1 13271 16171 25% 45% 6743 8370 Total room load 65588 58931 33305 27058 Air required(cfm) 2646 2646 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigtrotso€t. 2017-Nov-15 ae:5s:37 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ' �`...e Homes\ATLANTIC Beach CCIABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW wrightsot' Right-JO Worksheet Job: RIVER3763(Rio-Coastal) Date: 11/15/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite 4204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name 2nd System 3rd System 2 Exposed wall 174.3 ft 79.0 ft 3 Room height 9.0 ft 10.0 ft 4 Room dimensions 5 Room area 1376.0 ft' 312.0 ft2 Ty Construction U-value Or HTM Area (f:2) Load" Area (ft') Load number (Btuh/ft'°F) (Btuh/ft2) I or perimeter (ft) (Bt h) I or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 337 272 703 398 215 165 426 241 3A-2ov 0.350 ne 13.30 37.00 65 0 865 2405 0 0 0 0 3A-2ov 0.350 ne 13.30 22.43 0 0 0 0 0 0 0 0 3A-2ov 0.530 ne 20:14 38.94 0 0 0 0 50 0. 1007 1947 11 IW 12E-Osw 0.068 se 2.58 1.46 428 348 899 509 180 159 411 232 3A-2ov 0.350 se 13.30 38.43 80 0 1064 3074 0 0 0 1 0 I!�C 3A-2ov 0.530 se 20.14 32.39 0 297 0 0 21 14 423 680 3A-2ov 0.350 se 13.30 19.52 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 2.58 1.46 356 286 739 418 215 176 455 257 3A-2ov 0.350 sw 13.30 38.43 70 0 931 2690 0 0 0 0 3A-2ov 0.350 sw 13.30 19.52 0 0 0 0 0 0 0 0 3A-2ov 0.530 sw 20.14 32.39 0 0 0 0 39 25 785 1263 11 JO 0.600 sw 22.80 18.36 0 0 0 0 0 0 0 0 IW 12E-Osw 0.068 nw 2.58 1.46 378 333 860 487 180 180 465 263 3A-2ov 0.350 nw 13.30 37.00 45 0 599 1665 0 0 0 0 I! CC 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 nw 20.14 35.83 0 0 0 0 0 80 0 0 PI 12E-Osw 0.068 - 2.58 0.89 0 0 0 0 0 0 0 0 �--D 11JO 0.600 w 22.80 18.36 0 0 0 0 0 0 0 0 P 16A-19td 0.049 - 1.86 3.63 71 71 132 258 0 0 0 0 C 16X19-Omd 0.408 w 2.15 1.59 1376 1376 2961 2188 312 312 671 496 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 0 0 0 0 312 119 6141 0 6 c),AED excursion 0 154 Envelope loss/gain 9753 14091 10785 5535 12 a) Infiltration 2631 668 1387 352 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 19001 11100 Subtotal(lines 6 to 13) 12383 16349 12171 6986 Less external load 0 0 -1200 -1200 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12383 16349 13371 8186 15 Duct loads 140% 37% 4929 5989 12% 24% 1599 1987 Total room load 17312 22337 14970 10174 Air required(cfm) 953 953 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1, 1 2017-Nov-15 08:59:37 wAght5Ok" Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ' ��` ...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJS Front Door faces:SW ^} wrightsoft, Right-JO Worksheet Job: RIVER3763(Rio-Coastal) 7St System Date: 11/15/17 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 1 st System 1 at Floor 2 Exposed wall 202.3 ft 202.3 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2075.0 x 1.0 ft 5 Room area 2075.0 ft= 2075.0 ft' Ty Construction Ll-value Or HTM Area (ft') Load Area (W) Load number (Btuh/ft?°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 498 280 724 409 498 280 724 409 t 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 -G 3A-2ov 0.350 ne 13.30 22.43 218 0 2899 4889 218 0 2899 4889 3A-2ov 0.530 ne 0.00 0.000 0 0 0 0 0 0 0 11 W 12E-Osw 0.068 se 2.58 1.46 490 410 1059 599 490 410 1059 599 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2av 0.350 se 13.30 19.52 80 51 1064 1562 80 26 1064 1562 IW 12E-Osw 0.068 sw 2.58 1.46 283 187 483 273 283 187 483 273 3A-2ov 0.350 sw 0.00 0.00 6 29 0 0 0 14 0 0 3A-2av 0.350 sw 13.30 19.52 72 46 958 1405 72 23 958 1405 3A-2ov 0.530 sw 0.00 0.00 0 0 0 0 0 0 0 0 D 11 JO 0.600 sw 22.80 18:36 24 24 547 441 24 24 547 441 12E-Osw 0.068 nw 2.58 1.46 465 380 982 556 465 380 982 556 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 nw 20.14 35.83 85 0 1712 3046 85 0 1712 3046 PI - 12E-Osw 0.068 - 2.58 0.89 288 267 690 238 288 267 690 238 �--D 11J0 0.600 w 22.80 18.36 21 21 479 386 21 21 479 386 P 16A-19td 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-Omd 0.408 w 2.15 1.59 699 699 1504 1111 699 699 1504 1111 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2075 202 10414 0 2075 202 10414 0 6 c)AED excursion 309 309 Envelope loss/gain 23515 15224 23515 15224 12 a) Infiltration 3047 773 3047 773 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 2000 2000 Subtotal(lines 6 to 13) 26562 18688 26562 18688 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26562 18688 26562 18688 15 Duct loads 25% 45% 6743 8370 25% 45% 6743 8370 Total room load 33305 27058 33305 27058 Air required(cfm) I I 1 1100 1100 1 1 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,w,r ii 6'Ltsaft- 2017-Nov-15 08:59:37 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 3 SCA ...e Homes\ATLANTIC Beach CCIABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW -rF wrightsoft, Right-JO Worksheet Job: 11/15117 3(Rio-Coastal) 2nd Stell? Date: 11!15117 System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite 4204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name 2nd System 2nd Floor 2 Exposed wall 174.3 ft 174.3 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1376.0 x 1.0 ft 5 Room area 1376.0 ft2 1376.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft) Load number (Btuh/ft?°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 IW 12E-Osw 0.068 ne 2.58 1.46 337 272 703 398 337 272 703 398 I-t� 3A-2ov 0.350 ne 13.30 37.00 65 0 865 2405 65 0 865 2405 I! CGI 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12E-Osw 0.068 se 2.58 1.46 428 348 899 509 428 348 899 509 3A-2ov 0.350 se 13.30 38.43 80 0 1064 3074 80 0 1064 3074 3A-2ov 0.530 se 0.00 0.00 0 297 0 0 0 148 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 sw 2.58 1.46 356 286 739 418 356 286 739 418 3A-2ov 0.350 sw 13.30 38.43 70 0 931 2690 70 0 931 2690 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 sw 0.00 0.00 0 0 0 0 0 0 0 0 11,10 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 378 333 860 487 378 333 860 487 3A-2ov 0.350 nw 13.30 37.00 45 0 599 1665 45 0 599 1665 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 nw 0.00 0.00 0 0 0 0 0 0 0 0 PI - 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 L-D 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-19td 0.049 - 1.86 3.63 71 71 132 258 71 71 132 258 C 16X19-0md 0.408 w 2.15 1.59 1376 1376 2961 2188 1376 1376 2961 2188 F 19AA 9bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 9753 14091 9753 14091 12 a) Infiltration 2631 668 2631 668 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 1 900 1 1 900 Subtotal(lines 6 to 13) 12383 16349 12383 16349 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12383 16349 12383 16349 15 Duct loads 1 40% 37% 4929 5989 40% 37% 4929 5989 Total room load 17312 22337 17312 22337 Air required(cfm) 1 1 953 953 953 953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wril . hitsoft' 2017-Nov-15 08:59:37 g Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 4 ��...e Homes\ATLANTIC Beach CC\ABCC44(Lem asters).rup Calc=MJ8 Front Door faces:SW �F wrightsoft' Right-JO Worksheet Job: R (Rio-Coastal) 3rd rn SteDate: 11//15/1715/17 63 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 3rd System Guest Quarters 2 Exposed wall 79.0 ft 79.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 312.0 x 1.0 ft 5 Room area 312.0 ft2 312.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (13tuh/ft22F) (Btu /ft) or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh12E-Osw 0.068 ne 2.58 1.46 215 165 426 241 215 165 426 241 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 ne 20.14 38.94 50 0 1007 1947 50 0 1007 1947 11 IW 12E-Osw 0.068 se 2.58 1.46 180 159 411 232 180 159 411 232 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 se 20.14 32.39 21 14 423 680 21 7 423 680 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 1412E-Osw 0.068 sw 2.58 1.46 215 176 455 257 215 176 455 257 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 sw 20.14 32.39 39 25 785 1263 39 13 785 1263 D _11 JO 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 180 180 465 263 180 180 465 263 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.530 nw 0.00 0.00 0 80 0 0 0 40 0 0 PI - 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 �--D 11JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-19td 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-Omd 0.408 w 2.15 1.59 312 312 671 496 312 312 671 496 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 312 119 6141 0 312 119 6141 0 6 c)AED excursion 154 154 Envelope loss/gain 10785 5535 10785 5535 12 a) Infiltration 1387 352 1387 352 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1100 1100 Subtotal(lines 6 to 13) 12171 6986 12171 6986 Less external load -1200 -1200 -1200 -1200 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13371 8186 13371 8186 15 Duct loads 1 12% 24%1 1599 1987 12% 24% 15991 1987 Total room load 14970 10174 14970 10174 Air required(cfm) 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `r wrB htStrft" 2017-Nov-15 08:59:37 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 5 AC�Ck...e Homes\ATLANTIC Beach CC\ABCC44(Lern asters).rup Calc=MJ8 Front Door faces:SW Job: RIVER3763(Rio-Coastal) wrightso a Building Analysis Date: 11/15/17 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 Pr • • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Ddsign Cond.itions Location: Indoor: Heating Cooling Jacksonville, Infl 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ftz Btuh % of load Walls 2.6 9029 14.0 Walls Glazing 14.9 12306 19.1 Ducts Doors 22.8 1026 1.6 Ceilings 2.2 5136 8.0 Floors 6.9 16555 25.7 Glazing Infiltration Infiltration 1.8 7064 11.0 Ducts 13271 20.6 `' Piping 0 0 Other Humidification 0 0 Ceilings Ventilation 0 0 Floors Adjustments 1200 Total 65588 100.0 • • Component Btuh/ft2 Btuh % of load Walls 1.5 5139 8.9 Glazing 29.9 24627 42.7 Walls Internal Gains Doors 18.4 826 1.4 Ceilings 1.6 3795 6.6 Floors 0 0 0 Infiltration 0.4 1793 3.1 Ducts Ducts 16171 28.0 Ventilation 0 0 Glazing Internal gains 5380 9.3 Blower 0 0 Infiltration Adjustments 1200 Ceilings Total 1 58931 1 100.0 Other Latent Cooling Load = 13234 Btuh Overall U-value = 0.218 Btuh/ftz-°F WARNING: suspicious slab-on-grade floor perimeter in Guest Quarters. WtY htsoft° 2017-Nov-1508:59:40 �- Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 Aim...e HomesNATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW BIIIedl�1 na�`/SI� Job: RIVER3763(Rio-Coastal) wri htsoft" g Analysis Date: 11/15/17 'st 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: 904.503.7703 ■ - • • • • Location: Indoor: Heating Cooling Jacksonville, Infl 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh % of load Walls 2.6 3938 11.8 Walls Glazing 14.6 6633 19.9 Ducts Doors 22.8 1026 3.1 Ceilings 2.2 1504 4.5 Glazing Floors 5.0 10414 31.3 Infiltration Infiltration 1.8 3047 9.1 Ducts 6743 20.2 -;'' Piping 0 0 Doors Humidification 0 0 Ceilings Ventilation 0 0 Floors Adjustments 0 Total 33305 100.0 Component Btuh/ft2 Btuh % of load Walls 1.4 2076 7.7 Walls Internal Gains Glazing 24.6 11211 Doors 18.4 826 3.1 Ceilings 1.6 1111 4.1 Floors 0 0 0 Infiltration 0.4 773 2.9 Ducts Ducts 8370 30.9 Ventilation 0 0 Glazing Internal gains 2690 9.9 Blower 0 0 Adjustments 0 Infiltration Total 27058 100.0 Ceilings Doors Latent Cooling Load = 6270 Btuh Overall U-value = 0.180 Btuh/ft2-°F Data entries checked. 2017-Nov-15 08:59:40 4 wrighsoft° Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 *4CCX...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Doorfaces:SW �lilOC�in Analysis Job: RIVER3763(Rio-Coastal) -�= - wrightsof , g YSIS Date: 11/15/17 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: 904.503.7703 Pesign C 6ditions Location: Indoor: Heating Cooling Jacksonville, Int'l 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft' Btuh % of load Walls 2.5 3334 19.3 Glazing 13.3 3458 20.0 Walls Doors 0 0 0 Ducts Ceilings 2.2 2961 17.1 Floors 0 0 0 Infiltration 1.8 2631 15.2 Ducts 4929 28.5 Glazing Piping 0 0 Infiltration Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Total 17312 100.0 • • • Component Btuh/ft2 Btuh % of load Walls 1.6 2069 9.3 Glazing 37.8 9834 44.0 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 2188 9.8 Floors 0 0 0 % Ducts Infiltration 0.4 668 3.0 Ducts 5989 26.8 Ventilation 0 0 Glazing Internal gains 1590 7.1 In Blower 0 0 Adjustments 0 Ceilings Total 22337 100.0 Latent Cooling Load = 5051 Btuh Overall U-value = 0.251 Btuh/ft2-°F Data entries checked. wrl htSO't' 2017-Nov-15 08:59:40 rF- Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 AGCK ...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW Building Analysis SIS Job: RIVER3763(Rio-Coastal) wrightsoft', Date: 11/15/17 "I 3rd System By. DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 ' • e • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7703 Design C• • • 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft2 Btuh % of load Walls 2.6 1757 12.8 Glazing 20.1 2215 16.1 Walls Ducts Doors 0 0 0 Infiltration Ceilings 2.2 671 4.9 Glazing Floors 19.7 6141 44.6 Infiltration 1.8 1387 10.1 Ducts 1599 11.6 Ceilings Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Adjustments 1200 Total 14970 100.0 • • Component Btuh/ft' Btuh % of load Walls 1.5 994 11.1 Walls Internal Gains Glazing 36.8 4044 45.1 Doors 0 0 0 Ceilings 1.6 496 5.5 Floors 0 0 0 Infiltration 0.4 352 3.9 Ducts Ducts 1987 22.1 Ventilation 0 0 Internal gains 1100 12.3 Glazing Blower 0 0 Infiltration Adjustments 1200 Ceilings Total 10174 100.0 Latent Cooling Load = 1913 Btuh Overall U-value = 0.278 Btuh/ft2-°F WARNING: window to floor area ratio = 35.3% - more than 25%. WARNING: suspicious slab-on-grade floor perimeter in Guest Quarters. wrI htSOf9 Right-SuiteO Universal 2017 17.0.23 RSU13256 2017-Nov-15 08:59:40 Page 4 X4=1,...e Homes\ATLANTIC Beach CC\ABCC44(Lemasters).rup Calc=MJ8 Front Door faces:SW is NOTES y+is„ l DOORS AND WINOMYS ARE APPROAMATE FNSHED SIZES;REFER TO MFG'S SPELIFlLATION5 FOR ROUGH OPEIRNGS PRIOR b n TO FRAMING 1 tE Z.DUMP OUT LM ROOM SO FLUSH W!CAFE wH 3.ENLARGE PNTFY L{ 4.3 CAR GAME 8 9.EXTEND GARAGE 3'OUT 6.EXrENDLANAI3'GUT 7. a aP»sacs aYuxeeuss zm.x°s.nn �Pw s, ® '� SUITE 3•OUT B.ADD WINDOWN KTCFEN B.GARAGE SVC.POOR 10.PREPLUMB UTILITY SING INGARAGE oxa'ry moor 0. 1L VENNE55 ISORERN GA.S Ftl2EoLALE ,s a h vjG« IIIIIII en4n -A-o„o�4,,�°-a Z s.,BXmF„^°Z.ki.;• S,oa s°�yx/ sZwDV0o3 F r' s 4?6 q 4wssyNz/Oi//m X./�+..f-gi�-tl3lrNl-_6__9X_—/�0_d.L.WsNmnRr(D�GRr•R._,Y„—__—Q_—C—_f_—i„_—.n J.,R IIIA�aB- III•AeLT� 6p8 3$q 13.PREPIUM O SINRKE WVISIO EMENDWR:MOLNDZY TNNT SO G iR AGE2 WV,ADDWALL4WL 16SWLE PINING ROOM WINDOW 17.HALF WALL AT LAM 10. ACE FORUTURBARN P0095 AT PN TRY 2.1 19.EXTEND COURT YARD WALL E20FOrFflUSRO/ERCOOKTOPN 5 21 OUTDOOR SHOWER W/LOJJERED CEDAR U ENCLOSURE 21(2)GAS PROPS AT BREEZEWAY 9XIe ;d OR BREEZEWAYVPCQW f 7-0 II,IrklyI�II l'.°Mrnrt.rooms,m o • °u R �a 2 n rya�/ yxl:r TFOYER "-is ad ASN—A —E standards a_ ndards�°` FN I°^°aer F'FALY ZR° > KIVER.. rS.lPIDE Stati° talffM: cIr / --- — tsizesshwnInAreaXLength __ TP TELo ®MES C 11 De CFM° Db •• LANA] . �ZXID /yocfA' rwr-rtM —--1 n rawing 8a Build With Confidence 7wO PINING -g -- -ii- � 414O&Lf dRa.4S-502 zr F7a^i^g&I.4Flmids32003 b vd II GUESTINrt"• O/fi-(9W)764 dst3 I U ' SyHr b p F2•(904)269.2719 goYytF� ''°°. I i i g Lot 44 Atlantic Beach N CAFE ;:� ra OPEN a, Country Club e d. COUARP G. n 7X10 Vieux PORCH II ?4 b KITCHEN lyda � a i b ao POOL I� o I I Lemasters Residence 1st Floor an I AdandUa°Uc Beach Drive AUanticBwch,Fl.32233 STORAGE ° Onwn By AW Shut Al08.17.7-037 15t FLOOR PLAN Ri°-cwalW 9 I NOTE TO- FRAMER: RIOR E%tEW L FOM SLAG ECCE i-={ {==I fes ^( SQ.FTG.CALCULATIONS MECHANICAL EQUIPMENT NOTES: M. 15TFLOORUVIN3 2075 FBG230252 DUCTSIN GARAGE EMIL BE IAN 26 DESIGN BY: 1 . .° sv s•e sa GUS Si GUARTE25 312 GAGE SHEET STEEL WITH NO OPENdGGS INTO GARAGE ADFfR0.AR°WIE°T,u, ALLOWED.20 R ON LIVING ,0376 0.mninu ORAcx 9tv0.sorts.. Psoa b b $ 4 m 4 S TOTAL 3763 AFu SIDES E M.L1:MNw CLEARANCE REEONICAL EQUIPMENT�AROUND sihi�wcxarvr_eun asxs—s 16 PORCH OCOFMTKENENCLOSM SPS DEW WITH LLEAASST TOTAL I WIDY°ER°R1 DRAFTING Dr: LANM 367 TWIN THE FURNACE OR NR HANDLER OREEZEWAY 321 13G275a°J°se DIW A TOTAL COVERED 5350 GROUND-MOUNTED MEOLANCAL UMTS SHALL DE SWte TV ANCHORED WFBGR ACCORDANCE WITH SECTION ML3p72 '0416D.3319 I I NOTES L DOORS AND WIHOOy15 ARE APPROXWTE FPOS.NE0 52ES:R EFER TO MFGS SPECiFICATICtW1�"7 FOR ROUGH OPEN14GS PRIOR TO rRAMING 0 D 2 BUMP BEO E42011( 3.ADOTL 1YNDON W M 93 AW BED 15 to 4.PKT.000RS AT WIC ; zap ��,zS � a -- �i,� s z as;a a. . w1k° REVISIONS B�� ' ��{ '�'NI ° -F •e$- Xl6 ----� /y0 efnI id 1 @ Xif i ID 1A e /yvlY 9X/S' � 1 r KIVESIIDE ' i it an HOMES , Build With CGnfidexref. BR#6 --- n 414 Old -" d,S°Ire 502 rgIiE eAt I j, ° �iX)0 a P!° ld..4 Fbida32003 I6 > a ; s nintOf—(904)26i6S53 F—(901)269.2729 Lot 44 ROOF PLAN 4atR n ,s IL 7X�s� m Atlantic Beach SCALE P&'=T-0' m yR M1 REGR_ ELATION , Country Club I t 3 a Lemasters Residence GENERAL STAIR DETAIL 'xvcros _�l- Roof Plan/ ' 1 Ouct Sl2ed per ASHRAEStandud,p3ry [Ice p;'°"`°u:i°0 2nd Floor Plan :St T°tal CFM,='/710 1517MIanticHcach Dcive IOuct Sh—ho Area K Length Atlentie Bcach,F1.32733 TEL- IYan "xm.7l..0.c�vwwm C-CFM an D..Ing Dmw7By AR5 Sheet 2nd FLOOR PLAN 08.17.2017 . -_ Herne I(4•=r-o• mar.7cnv.. °�R."1°"o.am,mmn.vwsnvx Duct Sl2.dpe,A5HRAE5.adtdI 7.6r— '09 EI,0& Rio-Ccutal R Stall- ,z T talcFw. 4�9 i_� a�aacaxc Pr a�c+rn+* A .Duct Sh—h—in Area K Length ° Pr " 'TEL. /60 C=CFM on 01a111g DESIGN By, a e � aA°A 911Po�BtAO<2fR]atm DRAFTING\ BY:•� 1262]5,°7702 Ell5nitc F fae4w°vIDe,PL32101 9°1.2603119 I PRO.nQC''APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic Beach Country Club Lot LLL -�- 2 Permit # Project Address: 'j " v 2KillPY 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 applicab a to thg 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 State# Local# A.EXTERIOR DOORS 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 E1300-04 Min 1/8" tempered 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: 16660.4,16660.6 +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 I.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 S.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 Manufacturer I Product Description Limitation of Use State# Local# S.Built-up rsofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A N/A R8.Roofing tiles 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 ro 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 14VHZ: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, 2197.R2- 3. R23.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- qtranrl Rim Rnard TTI 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 I.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. I IN/A 2, 1 INIA 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: ul-NUt LUPY EVALUATION,ICC c SERVICE ICC-ES Evaluation Report 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 CouncilP 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 have 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®(I ECC) (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 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. I—AT— Copyright©2014 Pagel 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 quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when 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 foam plastic insulation are identified with the as described in this section. The thickness of the foam manufacturer's name (SES Foam) and address; the date plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name must not exceed 12 inches(305 mm). The thickness of the (SES Foam 0.5 Ib); the mixing instructions; the density; the foam plastic applied to vertical surfaces must not exceed flame-spread and smoke-developed indices; and the 111/2 inches (292 mm). The foam plastic may be installed evaluation report number(ESR-3375). without a covering or coating. The insulation may be 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 o 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, s 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. s 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•ft2.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,VF—ft-h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested Kvalues at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. e ICC EVALUATION SERVICE Most Wi.dlely Accepted and Trusted ICC-ES VAR Environmental Report VAR-1 030* 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 ([CC 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 under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any otter attributes not spectfically addressed,nor are they to be construed 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 anyproduct covered by the report. X90 im[exATicxu uto[rmixn[ Copyright©2014 Page 1 of 2 VAR-1030 1 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(ICC 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 i EVALUATION c c SERVICE Accepted'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.org 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: o 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 construedTM 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 -1-- to any finding or other matter in this report,or as to any product covered by the report. NIM.— Copyright IM.Copyright©2014 Pagel of 6 I 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. t ESR-3375 I Most Widely Accepted and Trusted Page 3 of 6 a00 a00o0° 000 0° 00 00° 000 0° 00 0° 0 go00o00go000o0q a0000ga00o0000o40g000000oa O�gg4�qq�q0000o g400000gqapq000q0°Op00�000 00000° OOOao °0 a000 a0g000 00 000000000 X0. 000 000oq OOa0()0o Og0Oo000 Interior Partition °qOa°00 00°00p0o 4000000 0000000C Interior Finished Surface 00000000 (1!2-inch Sheetrock) 9 a 0°Oa°00 440°4°O a qOq a a 00000 0 01 SES Foam 0.5 lb Spray oq Oqa a0 00 000 q oq 0 q q0 ao 00040° Exterior Sheathing 00. 00°00°° a>00000 oo0q 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 OD° 00 0 Masonry Block 0000 (Typical)~ '— o Interior Finish Surface 0; (1/2-inch Sheetrock) °0:J ;.-' 2"x 4"Studs ° SES Foam 0.5 Ib Spray ° ° 0 ° ° 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) a°a . g a g a°°a°aa aa°aa°aa°aa°aa°°a°°a a a°°°aa°°°°° °° °°°°aa°°a°aa °a°a Goo a°a°aa°a°a°°°a a°° °a°a°°°°°°°°°°° a°a° °a°a °°°a°aa°aa °a°aa°°°°°°°aa° ° °aa ° gag°gaga o°o°a°o° SES Foam 0.5 Ib Spray a°°aaa°a°aaa g°g°°a°'.0.08.0,0.0° ° ° °°a gg a° ° ° aaa g°g°g°g° aa°aaa°°°° aa°°°aa °g°aga°g° a°° ag°a°ga°gag° Vented Soft ° gaa°g a go o°o°ag'.°gag 0000 000 *Where attic entry is for the °g°g°g°g service of utilities only,thermal SES Foam 0.5 Ib Spray °°°a°a°a a '.'.aaaa gga gaga 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 Subfloor SES Foam 0.5 Ib Spray °e°°°°°° og go ag ogg�e�o�o�e°eSeosoeoe Header °oogsogogog° 0000oo°o°e°p° Sill eg° 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 crawispace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 Subfloor ggegggg °�° Header e °g°gogg` oao 000°o° o .Sill 0 ° �O Joist Thermal Barrier* gSggo, (as required by Exterior Grade g°, local code) SES Foam 0.5 Ib Spray ooe°o i Footer` 6"Min Vapor Bz 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 I Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. 0 0 0 000°000000 .00 SES Foam 0,5 Ib Spray ,°°° °°°° o°o° °o°o oo°° °Ooo01o 0 0 0 Roof Sheathing °°Oo° o 0 a o ° o 0000° n Truss Top Cord/ 0 0 Rafter °°OoQo°° o°o° o°o° nnnnnn o°o° nnnnnn °°o nnnnnn 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 O O to specified thickness. O O O O O O 0000 O Roof Sheathing 0 O 0 O 000000000 Thermal Barrier as Rafter O 0 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 WoR z' International Fireproof Technology, Inc Paint To Protect'" 17528 Von Karman Ave.Irvine,CA 92614 OFFICE C0PY 949-975-8588 d'1N1•:7�1 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 OC315, ffrom the interior of the building by a 15 minute thermal barrier, or other --' i NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test 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 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 3`d party inspection for 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 DryingTime @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)Ultra Max 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10'Cto 27'C(50'F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 58 lbs. 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"x3'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: mesh, removal of filter is recommend from gun and ■ m 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"x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANS1-51 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'/<"x3'whip urritit Vur T 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. times. 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 [FTI 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 ptp@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 OFFICE COPY . ,,, .`��. -; plastpro V:W � � pI%"5.— Z Tc 5200 W. CENTURY BLVD. '�,7 ''• ...... M o n m z LOS ANGELES, CA 90045 0 Z O U 3750 MAX.OVERALL o t a OIVELITE SERIES FRAME WIDTH -- � � c o �°-� E Oz FLUSH GLAZED FIBERGLASS DOOR INSWING/ OUTSWING �o "NON-IMPAcr, W z U 3 y Zoo zo� p K v� } LL GENERAL NOTESa m N W v w j p d� I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida X &I a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" o a (HVHZ). w O x} >O 0 0 'm c 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. m 3 3. When used in areas requiring wind bome debris protection this product is required to be g e o protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. z G w o 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown x� _ for 2x buck masonry construction. 0 0 5. Site conditions that deviate from the details of this drawing require further engineering Q analysis by a licensed engineer or registered architect. m TABLE OF CONTENTS w � SHEET# DESCRIPTION a o 1 Typical elevation,design pressures,&general notes OVERALL OVERALL GLASS DESfGN PRESSURE(FSFJ y 2 Door panel details SWING FRAME p L O'i TYPE ^z n zDlMENS(ON DlMENS1QN PO.SfT1VE NEGATIVE.; o 3 Horzontalcrosssections DATE:02/15/12 z 4 Vertical cross sections SCALE: N.T.S. 9 INSWING 37.50"x 98.00" 21.00"x 79.00" +47.5 -47.5 5 Buck and frame anchoring-2X buck masonry construction G i DWG.er: JK 'm c 6 Frame anchoring-1 X buck masonry construction CHH.Dr: LFS 3 e OUTSWING 37.50"x 96.50" 21.00"x 79.00" +50.0 -50.0 7 Bill of materials,glazing detail&components DRAWING NO.; FL-15215.6 w o SHEET 1 OF 7 R:\OientAPiastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,2.6 95.25"MAX.DOOR PANEL HEIGHT 79.00"MAX.D.L.O.HEIGHT 4 o �� v%4 pv �� 0 CAD m O O Ja 4 o$ f O O Z �1 1.13" Fes— til m n A n 0 0 0 y N ,p Rs Ar- y (Y 5 W Z V W C)x z m F� 1.59" ^I p V v raa o b 1.75"�{ I m 1 oT A ...---LLL v Ce _ A Z m m A N N G1 C A oA. N A _ r to T ZZ M No.43409 Y-Zz•, ~�• i n a PRODUCT: Documents Prepared By: x r' Lyndon F. Schmidt �i�••••• OR10�; •G�`� r PLASTPRO INC. ,tom, m P.E. No. 43409 IN ! N FIBERGLASS DOOR cn o z m /f/fllllltt\\ D tv r y to PART OR ASSEMBLY: �/� ,,II BUILDING CONSULTANTS, INC. IV cn U>\ 1 0472/15 UPDATE 70 5TH ED. (2014) FBC klBy DOOR PANEL DETAILS J l• P•O. Box 230, Valrico. FL 33595 rn to NO DATE Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS IND. R:\Oients\Plmtpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.6 PC A - 3 m ? p CL W O W-+ °Qx �m y9 : v n t0 N O 01 (H O O z rn Z w mrn ;;aA 70 d� A W � 0-1 A A v A N Q W W W N OO m m rn � O O ww 70 rn y Z s 0 7a m �N o 0 0 XZ ca v v 1^ WN r cC) ao:x V O y n n a ? z if fill," ~ V 4 m � v N n � v p No.43409 . T x f a PRODUCT: Documanta Pmparnd By.� .� Lyndon F. Schmidt � o PLASTPRO INC. P.E. No. 43409 / '•� �'.....Q FlBERGLASS DOOR � /77 P' r�rrnritnr cn PART OR ASSEMBLY: �KW BUILDINGBox CONSULTANTS, INC. V U1 X N\ 1 04 2/15 UPDATE TO 5111 ED. (2014) FBC �K 2HORIZONTAL CROSS SECTIONS el l�UI/ O. 230, Valrico, FL 33595 rn N NO DATE BY Y Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 Q 201 2 R.W.BUILDING CCNBULTANTe INC. R:\Gients\Plastpro,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.6 e 1-1/4"MIN. EMB.(TYP.) M X m G M M C n O A W la p �;u pm P0< a'a O-C•' o ~ pSL r e'G rA a � C O y yy y 1r 3.y y .v M n M n Q SD C3 M V Z V A Z A ea N . v G 0.15" C'SINK e. ° m (TYP.) r v. 1-1/4"MIN, EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) w w w a m M c om 0 a n A n " n D ? � 0 oQ Z m O H A ° A M O A O C ape a 11 m n 1-114' IN EMB.(IYP.) Is,IC' 14, .` V�Vc�rsF'•.1• � L No.43409 Y 2 rn a PRODUCT: D.....t.Provarod 9r PLASiPRO INC. Lyndon F. Schmidt � �'• G�� FIBERGLASS DOOR P.E. No. 43409 /,,', -I AL Lh o z //� rnn111\�� o N y N PART OR ASSEMBLY: RK BUILDING CONSULTANTS, INC. ICn 'tet x to\ 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK J l�W P.O. Box 230, Valrbo, FL 33595 � rn N NO. DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FSPE CA No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. 41 Z :V g: -,c r) Y� TYP.HEAD TYP.HEAD& rr4rt* Nt�� o rai °z a N •; MASONRY &JAMBS H MASONRY JAMBS OPENING OPENING u 9�) d E5 co a t d o 9z c W 1� N O � O J d X Nz FRAME zo ticc o� O ?o U(n 2X BUCKo zz D Lo wIR cL OQ Lo" vi V_ v U o 2X BUCK a U a a mm F Y� �m TYP.Q SILL a 3 y N (n W En 0j CONCRETE ANCHOR NOTES: BUCKANCHORING HINGE JAMB FRAMEANCNORING STRIKE JAMB 1. Concrete anchor locations of the comers maybe adjusted to maintain the min. Masonry 2X buck construction F aedge distance to mortarjoints. o a 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to 9 z maintain the min.edge distance to mortar joints,additional concrete anchors " P may be required to ensure the"MAX ON CENTER"dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN.: h11N CLEARANCE MIN CLEgRA.N 0 0 z70 MASONRY TO ADJACENT w TYPE SIZE EMBEL)MENi ....... EDGE i:. z ❑ ZIN ,. ......... . .ANCHOR >'i �( D DATE:02/15/12 z TAPCON® 1/4" 1.1/4" 2" 4" M 27 SCALE: N.T.S. 0 a owG.BY: JK m' ELCO ® 14" 1-1/4" 1" 4" a ULTRACON ! cwc er: LFS WOOD SCREW INSTALLATION NOTES: DFAMNG No.: y 1.Maintain a minimum 518"edge distance,i"end distance,&1"o.c.spacing of HINGE DETAIL LATCH 8 DEADBOLTDETAI! FL-15215.6o wood screws to prevent the splitting of wood. sNEEr 5 OF_L N u I EO 11 J III��rrr►rrii o n m z ki • TYP.HEAD& s QN•: H Ui MASONRY JAMBS U- Z o—v OPENING ^ ( N a u,y o o `o a �Yi N") 5aam HINGE DETAIL v o E oZ 'u c ai y $C N m0 FRAME ^_C5 z o 28 o d y J KZ o0 � w U D rn 4 DD C Z a wo G 0 1X BUCK o o F N a 27 F m LATCH&DEADBOLTDETAIL ' TYP.@ SILL .3 a Ln 0 u o O w n CONCRETEANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. " HINGE JAMB FRAME ANCHORING STRIKE JAMB edge distance to mortar joints. w aMasonry 1X buck construction 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o < maintain the min.edge distance to mortarjoints,additional concrete anchors _ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. " F a3. Concrete anchor table N F a ............./iNCHOR ANCHOR MIN MIN CLEARANCE MIN CLRANCI a o ......... ......................................... TO MASONRY LO AdJACENT i ;;..,.•;7YP7 .: .SIZE EMBEDMENT _o 0 ............EDGE.. ANCHOR..: .: z z ITWDATE.-02/15/12 i ® 1/4" 1-1/4" 2" 4" o c TAPCON SCALE: N.T.S. ITWowe.BY: JK 'm V 3/16" 1-1/4" 3' TAPCON® 1-1/2" c CHK.BY: LFS 3 a WOOD SCREW INSTALLATION NOTES: DrsAwiHc NO.. 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of N FL-15215.6 wood screws to prevent the splitting of wood. 0 SHEEP_L OF 7 N O 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL %N` z C;; A I BUCK SG>=0.55 WOODo nm B 2X BUCK SG>=0.55 WOOD ��— yy` C 1/4"MAX.SHIM SPACE 244" 2.13" ''�iirrf*111t��` o ro ..za U N•; D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1L` �d MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 20 HEAD 8 SIDE ry m E z m m o E CONCRETE Jamb v a r 9 w 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �� a N o t a. F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL m d a. G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 5.63" �I E o z H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56" 8 3'C Li I 114'X 2-1/4"PFH ITW CONCRETE SCREW STEEL J I/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #9 X 2-1/2"PFH WOOD SCREW STEEL "• m L #10 X 2-1/2"PFH WOOD SCREW STEEL z M #9 X 2-1/4"PFH WOOD SCREW STEEL z o 00 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM o ADTHRESHOLD ADJUSTABLE INSWING THRESHOLD OR E2o 9 4"X 4"BUTT HINGE STEEL 33 JUSTABLE INSWING 11 #9 X 3/4"PFH WOOD SCREW STEEL N w c 17 KWIKSETKEYED ENTRY-SIGNATURE SERIES STEEL am 0 �d 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780) STEEL N4.56' o U 0 o 0 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.68" I o m 21 POLYFIBER JAMB COMP./VINYL �, a 27 LATCH STRIKE PLATE STEEL n 28 DEADBOLT STRIKE PLATE STEEL m 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL I I-�-2.44" 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD HEAD&SIDE 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 21 Polyfiberjamb " 0 0 38 GLAZING SPACER ALUM. z 39 GLAZING BEAD PVC W o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS .5"GLASS_ 5/8"NOM. N 41 DOOR SKIN MIN,0.095"THICK) FIBERGLASS BITE 39 GLASS THK. o 42 TOP RAIL CELLULAR PVC w E 43 LATCH&HINGE STILE CELLULAR PVC I/8"TEMPERED o a 44 LATCH&HINGE STILE SUPPORT WOOD GLASS i 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM POLYURETHANE N rw a 47 STILE REINFORCEMENT STEEL AIR SPACEo v o 48 REINFORCEMENT RETAINING SCREW NYLON 0 F $8 1/8" o 0 w 49 GLAZING COMPOUND DOW 995 SILICONE GLASS 'Z a z DAM 02/15/12 0 a 49 SCALE N.T.S. ° DWG.BY: XwE m' o CHK BY: LFS 3 GL GLAZING DETAIL DRAWING ND.: o FL-15215.6 N a SHEET 7 OF 7 N u 0 OFFICE COPY . r plas,tpro o: 5200 W. CENTURY BLVD. Z 'y° m M LOS ANGELES CA 90045 '�� e � v% N' ,��rrrr*P1��` v r m Z �r{: ( ® 68.00"MAX.OVERALL FRAME WIDTH (1. v Z o z v ONELITE f�a LI TE S�I\I�S 37.50"MAX. 15.25'MAX. N D o o`a FRAME WIDTH FRAME WIDTH FLUSH GLAZED FIBERGLASS DOOR E oZ w/SIDELITES o AID: INSWING/OUTSWING ZP "NON-IMPACT" z wZ ZCk� 3 �o Q a rn GENERAL NOTESLi DO -Qe n n 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida a Building Cade(FBC)structural requirements excluding the"High Velocity Hurricane Zone" LL O O o 0 w (HVHZ). O 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. t X iU 3. When used in areas requiring wind borne debris protection this product is required to be o a LL 3 protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. r e 0 0 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown z for 2x buck masonry construction. W 2 U V) 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or tegistered architect. 0 a TABLE OF CONTENTS i SHEET# DESCRIPTION h m 1 Typical elevation,design pressures,&general notes N Hw- < 2 Door panel details o OVERALL DOOR SIDELIiE s 3 Sidelife panel details - GLASS RE(PSh) z 4 Horizontal cross sections SWING: FRAME p(O p L A, DESIGN P SSU ^z a 5 Verficalcross sedions DfMENS1ON. D/MENS(ON ..; .,DIMENSf,ON . ., PE,,, POSITIVE RENEGATtVE.> DATE: 02/15/12 i 6 Vertical cross sections SCALE: N.T.S. INSWING 68.00"x 98.00" 21.00"x 79.00" 7.00"x 79.00" +42.0 -48.0 DWG.Br: JK 'm 7 Buck and frame anchoring-2X buck masonry construction G1 3 8 Frame anchoring-1 X buck masonry construction CHK.BY. LFSOLITSWING 68.00"x 96.50" 21.00"x 79.00" 7.00"x 79.00' +42.0 -42.0 a 9 Bill of materials,glazing detail&components DRAWING NO.: FL-15215.8 N 'n o SHEET I OF 9 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 a LnLn p p rOy W Z � A m O O 2 n nai 0 nm n-1 N cLn A rn 1.13" �{ 1.13 I+ --I f� Z _t -I A � A n 0 0 0 rn a m a y ms W z x 0 RD �x z m F�-1.59"�i A V A V � O P ti5 1.75' LL m I o I I �z` LI Jf F�1.53" ^i o G1 m ^I 'Zi m N N m A N � A c%1 O n A ZtoA tii � rn \\\\11111111111 ' N0.43409 PRODUCT: Documents Prapored By;� ••• PLASTPRO INC. Lyndon F. Schmidt IN N FIBERGLASS DOOR P.E. No. 43409 cn o ? 11111111111\\ o r :-I Cn PART OR ASSEMBLY: //BUILDING CONSULTANTS, INC. I'0 Ln to\ 1 04/22 15 UPDATE 7'0 5TH ED. (2074) FBC JK DOOR PANEL DETAILS rl\•YY P.O. Box 230, Valrico, FL 33595 tb N NO DATE BY Phone No.: 813.659.9197 REVISIONS MPE C.A. No. 9813 0 2012 R.W.BUILDING CONGIILTANT INC. R1Clients\Plastpm,Inc PERMANENT\Flcrida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,3.8 95.25'MAX.SIDELITE PANEL HEIGHT • 79.00"MAX.D.L.O.HEIGHT �{ o H Q am v z m r» �� > O S rz .tea f m N 77777771 u, w A T+ c m cO n w1 � G7 < o Q?P' 3 I n ^I 1.13 Z -►i 1.13" I+- a N O Z m Z a A o 0 o N H H tT n 0 z w .o i� w, Tr; 1.59"-�{ _,; :•o1.76' w a m o N m � A - O X 0 m w m 0 \\\,e SC O � .��;:• civ �A . No.43409 Y zz„S $ x n PRODUCT: Doeumente Prepared By: '” PLASTPRO INC. Lyndon F. Schmidt ��• '••�oR?DP;'U,n`� .A'•. I(A cn o K Z\ FIBERGLASS DOOR P.E. No. 43409 // ls�QPAL" r N PART OR ASSEMBLY: �/��(,�///BUILDING CONSULTANTS, INC. 1 04 22 15 UPDATE TO STH ED. (2014) FBC JK— 1 Box 230, Valrico, FL 33595 SIDELITE PANEL DETAILS c/1�YY IrD bD N tv NO. DATE BY Phone No.: 813.559.9197 REVISIONS FSPE C.A. No. 9813 ®2012 R.W.BUILDIN3 C-5ULTANT9 INC. EMB.(TYP.) 1 2 1 2 CZ E 5 5 6 6 SEE 1-1/4'MIN. = NOTE 1 4 4 EMB.(TYP.) _U• i( o;Q=�LL n a. 7 z @iQ�v C00 35 22 SEE �'' y:<2 6 ro 35 50F. oINTERIOR �i// INTERIOR 50 NOTE 1 S`��'''',"I ••-•,`,y`� o m z 1111 l m a a•• 1 d 4 b z 0 m o V OV 9 W 18 4 �a NM �4tm E5 C; LL 0 E Dz 6 EXTERIOR 4 v 4 EXTERIOR b o 3a U 4 o a 20 /4 4 z o Co 0.15' L (--C'SINK 5 r 4 D 4 C ,v (TYP.J m am � 3 �1 HORIZONTAL CROSS SECTION NOTE: HORIZONTAL CROSS SECTION E N 0 4 Outsw ng shown-insuring 1.Sidelite panel secured to the sidelite 3 4 3 4 o also approved $ 5 6 6 4 Shown w/1 X sub-buck o o frame with(6)of item#22 located 5",22.05",39.10",56.15",73.2,&90.25" a a from top of each jamb and(2)of item m #22 in the head and sill 3"from each end SEE 20 5 5 20 35 22 NOTE 1 .5 5 35 22 SEE 50 � NOTE 1 :r g 20 N 6 6 z V SEE 50 w �_ 22 NOTE 1 7 40 � 7 40 INTERIOR EXTERIOR 7 7 a ° 6 6 50 W z N Q 20 Z 50 22 SEE o 0 12 11 35 12 11 17 11 INTERIOR qp M NOTE 1 DATE:02/15/12 z 11 11 EXTERIOR 40 12 27 35 SCALE: N.T.S. 9 ��JJJ 9 27 DWG.BY: JK m CHK.BY: LFS 3 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION DanvnNc Ho.: Et q Outswing configuration q Outswing configuration Inswing configuration 4 Inswing configuration FL-15215.8 " a ° SHEET 4 OF__L N V C R:\CIients\Plastpro,Inc PERMANENI\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,5.8 1-1/4"MIN. EMB.(TYP.) m ° X m A m T ERCD 0 00 roo'^nO 'aC W :.- ° z 22 p 0 >d v" O a 0.15, v C'SINK J e m (TYP.) ° r n 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) W w w a ° v a T v m W - A v O 22 m O .A o o T o r n A � ° >o �n X E3 � o A N� c:tyil e n ° n > v A m Z m O A A V rn � 0 111111111!//// SCF1�g� /i// 1-1/4'MIN .�� '13CENgF'O� EMB.(TYP.) ' No.43409 PRODUCT: Doeumento Prnpored By.i r PLASTPRO INC. y 'moi S � D�' •Cl��` L ndon F. Schmidt �••••' P.E. No. 43409 S'.......... Icn I FIBERGLASS DOOR ////ONAI 11�� Cn o z /n /1111111 $ N r- -1 to PART OR ASSEMBLY: �K BUILDING CONSULTANTS, INC. cn T to\ 1 0-47T-71-5—UPDATE TO 5TH E0. (2014) FBC JH VERTICAL CROSS SECTIONS e/l.�PBox 230, Valrica, FL 33595 m v NO DATE BY P.O.hona No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.]RUI—INS CDNSUI—NTS INC. RAClientAPlastpro,Inc PERMANENT\Florida Product Apprc-ls\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,6.8 J 1-1/4"MIN. EMB.(TYP.) m v O ° T 0.15" r c C'SINK (7YP.) I Z O� Om ;;a GOTITT C ° 4 °p 0 O�� Q 0 I/I/Ir rQ ^ ° O O n r 9 C C ' .0 o ` r) m °a o y Z a _ 0 a Z Z Z N a to m m w N o M 70 0 rwi'IZ m 0 70 OO m m M z 1-114"MIN. O EMB.(TYP.) NO•'p Q; 3 N 3 N — 5-O N�.O N N �o_o.N QQ-Qn 0 Q=r =.n Cn Q W j W N O O OL N n H 3^ga Q -• N O 0 N Qp 3CD (N N m m 3 CL a M PO M CD CD 70 M °o >'p m N 70 �T 0 a to 0 ry °D X Q ° c A n ° QO 0 c. rn �� N x y to - N. m 0 fZ~1'1 w N m Z m Z o o° ° y n — Oym 0 0ZOm cwis 0 ;;u m 1-1/4"MIN. EMB.(TYP.) w w a w 1-1XMIN. `�� •SC1i(�11� i�� EMB.(TYP.) `�� t VCENBF'•;A �� N0.43409 712 PRODUCT: Document.P-par.d By:I r x E A PLASTPRO INC. Lyndon F. Schmidt �i�� '•u[OR1DI � � FIBERGLASS DOOR P.E. No. 43406 DEAL ' lI11111JJ\\ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. O, z in\ 1 04722715 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS y!/ P.O. Box 230, Valrico, FL 33595 a N N0, DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.Br11LDING CaNSULTANTe INC. 4!' 5" 4.5" Z 4, A% r to -T– § a 5 III h – US z 0 y TYP.HEAD& MASONRYT TYP.HEAD MASONRYv�rrrro 0,0 0 Q\ � OPENING &JAMBS JAMBS OPENING 5 70 o z III III i U 4 -,,-E 9 q M. 0. 5 -a. M a.0. TYP. II FRAME E 0z MULLION V . 2X BUCK–,,, SHOWN FOR III REFERENCE ONLY �C5 No III III 2x BUCK III III _ N III III II - ZO 0 V) III I TYP.0 SILL (X III III -V CL za: EL ca Lid 6d" 0 yY UQ 0 :Dn M03 LI BUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB 03 Masonry 2X buck construction En V) CONCRETE ANCHOR NOTES: a: I. Concrete anchor locations at the comers may be adjusted to maintain the min. 19 INSWING M 28 'R edge distance to mortarjoints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors11 OUTSWING 12 D 1z maybe a y be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 76 3. Concrete anchor table: —OD I OUTSWING t12 % 12 MINMIN o ANCHORi:�CLEARANCE................... ....... ..........CLEkRANCE .................... .ANCH...................I.... . .... ..TYPE . ...... z ................ ........... .......... 11 ;. ... a di ...................... t±—Z D – ...... ...... .. .. .. . ...$.I,. EMBEDMENT INSWING SIZE 9Eb .T. ,...... ...... ............ ............ .......... z DATE-02/15/12 01/4- 1-1/4"TAPCONO SCALE: N.T.S. ELCO — 3 4" HINGEDEMIL LATCH DEADBOLT DEMIL OWG.BY. JK M U RACONGI CFX BY.. LFS a WOOD SCREW INSTALLATION NOTES: MANG NO, N Ix 6 1.Maintain a minimum 518"edge distance,I end distance,&I o.c.spacing of am wood screws to prevent the splitting of wood. FL-152 7 5.8 S)4EEr 7 OF 9 i w * I In N a • �a � o'J^z INSWING ly z OUTSWING 12 o0a0 a N•;.z INSWING 1 e E z m z Q d _ —TYP.HEAD& _ r o 9 i?w OUTSWING 12 D `� MASONRY JAMBS , a m a a 2 27 OPENING E v z° TYP. — S 3`a. LATCH$DEADBOLT DETAIL _ $ a DOC H �O Q� XU _ O 9 FRAMELn 11 i Ln o0 D 12 �o 0 11 11 11 IX BUCK DO HINGE DETAIL 1 1 " TYP.@ SILL '3 TYP.@SILLLn � 0 z V WG O N CONCRETE ANCHOR NOTES: iz 0 1. Concrete anchor locations of the comers may be adjusted to maintain the min. W edge distance to mortarjoints. HINGE JAMB FRAMEANCNORING STRIKE JAMB 0 a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors Masonry 1 X buck construction z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. " w z 3. Concrete anchor table: N Q c ANCHOR ANCHOR MIN MIN CLEARANCE .MIN CLARANEE; J z TO MASONRY 70 ADJACENT 0 :i. TYPE SIZE EMBEDMENT 'z v ...................... ... ._. ........EDGE ..... .: .. ..ANCHOR ..:>: a DA1s:02/15/12 zo ITW a TAPCON® SCALE 1/4" 1-1/4" 2" N.T.S. �ITW DWG.BY: JK m' s TAPCON® 3/16" 1.1/4" 3" 1-1/2" CHK.BY: LFS 3 DRAWING No.: WOOD SCREW INSTALLATION NOTES: N y 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"a.c.spacing of FL-15215.8 ` wood screws to prevent the splitting of wood. 3HEEr 8 OF_L " V 0 d �lvl -le BILL OF MATERIALS L r 4.56' -i �`p� ;�� ITEM DESCRIPTION MATERIAL A I BUCK SG>=0.55 WOOD :U:u3 v * 8 2X BUCK SG>=0.55 WOOD U1':�j z �:0� •LL C 1/4"MAX.SHIM SPACE - - �Y'•. r Gj m n D 114!'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL T ............ •. E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE /// *P10% z o m o 2.44" 2.13' �'�i �`` m ri 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 /II I I «� °v N Z F 114'X 2-3/4"PFH ITW CONCRETE SCREW STEEL HEAD 8,SIDE U` v z x Z C3 I 114'X 2-1/4"PFH ITW CONCRETE SCREW STEEL 2f) Jamb h r o o m w J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 4.69' a 'm a sTO L #10 X 2-1/2"PFH WOOD SCREW STEEL z w d M #9 X 2-1/4"PFH WOOD SCREW STEEL 5.63' E oz 5 #10 X 2"PFH SCREW STEEL 6 SEALANT SILICONE 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAMz 9 4'X 4"BUTT HINGE STEEL cq Rs 10 NOT USED - o o w 11 #9 X 3/4"PFH WOOD SCREW STEEL `OUTSWING BUMP THRESHOLD Zoo a 12 #9 X 2"PFH WOOD SCREW STEEL o s �ZADJUSiABLE INSWING THRESHOLD o Lo J o 17 KWIKSEf KEYED ENTRY-SIGNATURE SERIES STEEL w v ¢� 18 KWIKSETDEADBOLT-SIGNATURESERIES 780) STEEL 5N 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.56" a ¢ o 16 22 #8 X 2"PFH WOOD SCREW STEEL 238" o J o 27 LATCH STRIKE PLATE STEELo 'm 28 DEADBOLT STRIKE PLATE STEEL a a 29 SIDELITE SPACER PVC o m 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL r�I, 31 OUTSWING BUMP THRESHOLD ALUM./WOOD t 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD ADJUSTABLE INSWING THRESHOLD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD pq SIDELITE SPACER U a^ o` 35 SHOE MOULD 5/&'X 3/8" WOOD N ., cn 38 GLAZING SPACER ALUM. z tq 39 1 GLAZING BEAD PVC w m 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - S'GLASS 5/8"NOM. 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS BITE 39 GLASS THK. o 42 TOP RAIL CELLULAR PVC 1/8"TEMPERED o 43 LATCH&HINGE STILE CELLULAR PVC GLASS o 44 LATCH&HINGE STILE SUPPORT WOOD o 45 BOTTOM RAIL CELLULAR PVC = 46 POLYURETHANE FOAM POLYURETHANE AIRSPACE o o 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 38 1/8"TEMPERED -z � z 49 GLAZING COMPOUND DOW 995 SILICONE GLASS E3 a DATE,02/15/12 z 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 49 scuE N.T.S. 9 51 SIDELITESTILE CELLULAR PVC DWG.BY: JK m 52 SIDELITE STILE SUPPORT WOOD CHK.BY: LFS 3 - 53 SIDELITE BOTTOM RAIL CELLULAR PVC Gl GIAZING DETAIL DRAWING NO-- FL-15215.8 0:FL-15215.8 a SHEET 9 OF 9 N OFFICE COPY . �; a plastpro _U: O �_Z n 5200 W. CENTURY BLVD. =w. Z LOS ANGELES CA 900451 10 //zzrzrr Pss �' o)..z fid v i o Z o ° ro °m c w ONEL►T= SERIES a. 74.00 MAX.OVERALL FRAME WIDTH--�{ \ Nava 'm a a T G` I L �7 1�11��7 I v _ U 0 FLUSH GLAZED FIBERGLASS DOORS o INSWING/OUTSWING 'WON-IMPACT" Z~ 00 E Z Z Z U O O Z oz w Q� N GENERAL NOTES = a m Cj 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida < Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" a a a (HVHZ). ¢ J O 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to 'o O m Ubase material shall be beyond wall dressing or stucco. o 3. When used in areas requiring wind borne debris protection this product is required to be o E protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. o P 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown W N for 2x buck masonry construction. — o 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. a 0 a TABLE OF CONTENTS ° m SHEET# DESCRIPTION Z w z a 1 Typical elevation,design pressures,&general notes a 5 ° 2 Door panel details OVERALL OVERALL DES/GN PRESSURE(PSS;; i SWING FRAME DLO GLASS _ 0 w 3 Horizontal cross sections 0 npE " z v Z DIMT.NSION D1MENSlON POSfIIVE NEGATIVE_; ° Da1E:02/15/12 z a 4 Vertical cross sections 5 Buck and frame anchoring-2X buck masonry construction SCALE: N.T.S. ° tt INSWING 74.00"x 98.00" 21.00"x 79.00" +47.5 -47.5 DWG.ar: JK 'm 6 Frame anchoring-IX buck masonry construction G1 7 Endura astragal details OLITSWING 74.00"x 96.50" 21.00"x 79.00" +50.0 -50.0 CHK. LFS 3 8 Bill of materials,glazing detail&components DRAWING NO.: e FL-15215.9 N 0 u sHEEr 1 OF 8 N R:\Clients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,2.9 95.25'MAX.DOOR PANEL HEIGHT , �+ 79.00"MAX.D.L.O.HEIGHT 4 o O ppw a 13 O oa O O .A Og 00cO N� 0 in op `O o�o - x �3 - o 22 --1 1.13" f-- —1.1.13 F-- O Z a m Q 0 H N n �? T o c^ Z az - 0 w z= z m F— 1.59" �i a V a V taa O P zC 1.75 --{ j m o Z �a f--1.53" m .A W tJ N W m P N A y O o 0 N rrs 47� X \\111111111" m ��`��•$Ci>�9/rJ�®viii No.49409 �22 r a PRODUCT: oeoomenta Prepored By. 5 '• PLASTPRO INC. Lyndon F. Sohmldt P. FIBERGLASS . iS••••-• �G`� IN o Z FIBERGLASS DOOR No43409 ro r -1 Ul PART OR ASSEMBLY: �KCBUILDING CONSULTANTS, INC. �7 t0\ 1 OT/27215 UPDATE TO 5TH ED. (2014) FSC JK DOORPANEL DETAILS d I�UV P.O. Box 230, Vah-lao, FL 33595 NO. DATE BY Phone No.: 813.859.9197 REVISIONS FSPE C.A. No. 9813 ©2012 R.W.BWLaING CGNSIJLTANTS INC. 1-1/4"MIN. ��♦♦♦♦♦` * i 1 2 EMB.(TYP.) .� '�: O •� m +k4 ��: ••.'�y� m m M 6m :d:• : y- 9 i 0 V 6j 0 OZN.. 0 O < 7 omcd 1 18 3 INTERIOR 40 \ N d M d r m 3 v v 1. v1. 9 E:a mda� X X 3 E 4 e `z Xw 2 3 o ji a 3 � Z z 0 o w i EXTERIOR 10 11� H ?0 v E toQD v 41 HORIZONTAL CROSS SECTION a a 3 Shownw/1X sub-buck U N EMB.(TYP.) 4 4 1-1/4"MIN. ox a EMB.(TYP.) NOTE: Y r D C 0.15' 1.As noted in the test report astragal was attached 015" C m c C'SINK to the inactive leaf with(11)#8 x 3"psh sms and C'SINK L (TYP.) (6)#10 x 2-1/2"pfh sms for all 8'-0"(outswing). (TYP.) L 4 ° a Astragal was attached to the inactive leaf with 20 21 (13)#8x3"pshsms and(6)#10x2-1/2"pfh sms for all 8'-0"(inswing). 21 20 y V) G >e Z 65 0 7 7 0 40 INTERIOR 40 7 40 INTERIOR 40 F a " mpg,, j �w a z� ♦ a� a 'o 0 o zzz z pDATE:02/15/12 z K 11 11 EXTERIOR27 ( , 1 SEE EXTERIOR 11 11 K SCALE: N.T.S. 9 U NOTE 1 B 11 9 2 11 B owc.BY: JK m O CHK.BY: LFS 3 E ('�HORIZONTAL CROSS SECTION /2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E DRAWNG No.: 3 "I' o ng shown-inswing 3 Outswing shown-inswing 3 Outswing shown-inswing FL-15215.9 " also approved also approved also approved N " SNEa .3 OF 8 i R:\Clients\Plastpm,Inc PERMANENT\Florida Product Approvals\FI-15215\C-Drawings\Current\FL-15215.1-.10.dwg,4.9 1-1/4"MIN. EMB.(TYP.) m v aQ, aw o � �� 22 c n p 0 0 OC p0- n j.ti oc yy O y � 0 r o a c O 2 O 0 y ° N O 'm C7 O m �_ V �7 Z7 °n lV a. a 0.15" ° C'SINK m (TYP.) r n . 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) w w w to m c., m a V yaz o a 0 0 ° w [7 °o o m f4~ H t1 y � �n o z z o gO m O N 0 C m n 1-1/4"MIN. EMB.(TYP.) \01 SCol,��7j�i / No.43409 Yzz.rg PRODUCT: Documents Pro perod By!� •• PLASTPRO INC. Lyndon F. Schmidt IA o ` z n8ERGLASS DOOR P.E. No. 43409 fO�pLL.t��?`\� PART OR ASSEMBLY: �/r�/��BUILDING CONSULTANTS, INC. I� to V7\ 1 04 22/15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS el MVV P.O. Box 230, Valrico, FL 33595 to N NO DATE BY Phone No.: 813.659.9197 L- LREVISIONS FBPE C.A. No. 9813 02012 2 R.W.BUILD—O.N..—NTe IND. to o: � o•J.d v%� Z �:Oc q s;�M ' I SEE DETAIL • ..P,````� o 0 m z I TYP.HEAD& I I rrll 11 a n •: MASONRY TYP.HEAD N MASONRY .o a o a z° OPENING &JAMBS I OPENING JAMBS I I o L o g m c w II e o oa II a Na m dlim II X =0 ASTRAGAL I I _ w ASTRAGAL I — FRAME SHOWN FOR I Pa uj , 3 a SHOWN FOR a 2X BUCK-,.,, REFERENCE I I ^o REFERENCE I I ONLY ONLY IId. Z z N° h 2X BUCK I I F forR ? � Z o SEE DETAILI I I TYP.Q SILL 11 y ¢z K s W N wLn a m a 11 11 11 0 Yx D ti UL) Q mm a a BUCKANCHORING HINGEJAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL m Masonry 2X buck construction ` m 0 CONCRETE ANCHOR NOTES: M 28 w o I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. ❑ 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to F maintain the min.edge distance to mortar joints,additional concrete anchors 27 F may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o a 3. Concrete anchor table: DETAIL ANCHOR ANCHOR IN MIN C�EgkANCE MIN CLEAR4NCE; 0 g70 MASONRY TO ADJACENT. CH 8 DEADBOLT DETAIL a 3 a TYPE $(ZE EMBEDMENT. LAT a -. ......EDG.E s;. ANCHOR ITW Z TAPCON® 2" N, _o z a ELCO DATE:02/15/12 z ULTRACON® 1/4" 1.1/4" 1" 4" SCALE: N.T.S. w 5 ITW $ DWG.BY: JK m s ® 3/16" 1.1/4" 3" 1.1/2" s TAPCON N cHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING NO.: DETAIL I DETAIL 1 N ar 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of Insw ng configuration Outsw ng configuration FL-15215.9 0 wood screws to prevent the splitting of wood. N uSHEET 5 OF 8 K 4:. 4 1 .7 $ N'y z 28 a � �v%• :y� F �� D I I SEE DETAIL ��i''�. •....... N>°M Psi ` o°o °z D U N•; TYP.HEAD& Z o z E Em m m 27 N MASONRY JAMBS I I I \ a N n ?o o a i,.o m OPENING v a m D: Y I I � z u C LATCH&DEADBOLT DETAIL I o JD: ASTRAGAL j Z SHOWN FOR mo FRAME I I REFERENCE ONLY Zo x —� a d J oo n :cu U 3 �� I I D m < wo � fn F , BVI �U h Q H I I o in 1X BUCK O a a N II Y} F �m HINGE DETAIL SEE DETAIL I I TYP,p SILL p N � V h y Z w O v) CONCRETE ANCHOR NOTES: _ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o N edge distance to mortar joints. 0 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to HINGE JAMB FRAMEANCHORING ASTRAGAL STRIKE JAMB a maintain the min.edge distance to mortarjoints,additional concrete anchors Masonry 1X buck construct ion a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ? 3. Concrete anchor table: f ........HO ..........: CHOR MIN MIN CLEARANCE ....ICLEARANCE` N o TO MASONRY 70 ADJACENT G 3 0 m LL TYPE SIzE .EMBEDMENT 3 F ::EC)GE::;:,.,.:,, r::er;:.ANCHOR ., — o 0 z ITW G 1/4" 1.1/4" 2" 4" DATE:02/15/12 i TAPCON ITW SCALE: N.T.S. ° ® 3/16" 1.7/4" 3" 1-1/2" TAPCON $ DWG.BY: JK m WOOD SCREW INSTALLATION NOTES: N cHx BY: LFS 3 a 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of DETAIL 1 DETAIL 1 Gw,WiNG NG.: wood screws to prevent the splitting of wood. DETAIL 2 Insuring configuration OutsMng configuration FL-15215.9 " 0 SHEET 8 OF 8 N A-A TOP 0 0 0 A a � Q zG W 4 O NW �` M 0 y O 0 0,37' o 0 M D O m o O N a ={ C ~ 2 � 14 j A V < Z C 3 C3 = 3 C CL 0 8 m m •° p O CL oy Cn o V � W }— Cn a3 N O 03 as 2.65' r ti n 2 2 C: C 2 O w r M m a w y o.eo^ � � �o.so^ w 0 4 t Y CJ A'A (J AC a c BOTTOM >•'Zrl C A c� � 3 \\\\\11"�SCii/bj N0.43409 ' $ g• PRooucT: 0o.umence PnPond By: • x " PLASTPRO INC. Lyndon F. Schmidt �OR1D�\•'G,�\\� P.E. No. 43409 / �ls/ •• ��\\\ RBERGLASS DOOR m fVA1.t��\ f- -I (n PART OR ASSEMBLY: �h�W(BUILDING CONSULTANTS, INC. InCn '1 � in_ 1 04 22 15 UPDATE TO 5TH ED. (2014) F8C JK ENDURA ASTRAGAL DETAILS el 1.Ul/ p'O. Box 230, Valrieo, FL 33595 m N NO DATE BY l Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ® 2012 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS .. ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD 18 KWIKSETDEADBOLT-SIGNATURESERIES 780 STEEL B 2X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD = _? U:u7i o C 1/4"MAX.SHIM SPACE - 21 POLYFIBER JAMB COMP./VINYL z �+:0` i d w D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL �Y;. MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28 DEADBOLT STRIKE PLATE STEEL '�� ''....... fi�� M m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL '�� 'fill P ��` US Z°m o F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD rr ms $N .:04 Z G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD v a z X Z 0 H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD N =0 9 m w I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. \j a.N,) 'm a a m J 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL 39 GLAZING BEAD PVC s 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 #10 X 2-1/2"PFH WOOD SCREW STEEL 41 DOOR SKIN(MIN.0.095"THICK) FIBERGLASS *W M #9 X 2-1/4"PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC o. a N 3116'X 3-1/2"PFH ITW CONCRETE SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC z O 3/16'X1-1/2"PFH IW CONCRETE SCREW STEEL 44 LATCH&HINGE STILE SUPPORT WOOD 1 #10 X 2-1/2"PFH SMS STEEL 45 BOTTOM RAIL CELLULAR PVCo w 2 #8 X 3"PSH SMS STEEL 46 POLYURETHANE FOAM POLYURETHANE zoo via 3 FLUSH BOLTSTRIKE PLATE STEEL 47 STILE REINFORCEMENT STEEL o 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 48 REINFORCEMENT RETAINING SCREW NYLON 5 m o n u 9 4'X 4"BUTT HINGE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE 5 w N 10 NOT USED - 61 4-3/4"LENGTH TOP BOLT RETAINER HDPE 11 #9 X 3/4"PFH WOOD SCREW STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM rl T KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM $ m 67 SLIDE BOLT ROD STEEL a ¢a Y} �m 4.56" ►{� ��4.56". 4.68" I O U h N .. N O IL � � F 2.44"—�I 31 OUTSWING BUMP iHRFSHOLD � iQ � 1D Hamb EAD&SIDE 2 i HEAD&SIDE Poly fiberjamb .5"GLASS 5/8"NOM, BITE 39 GLASS THK. d z 1/8"TEMPERED w w z 5.63" I GLASS N o 4.56" O o Z a m AIR SPACE DAm 02/15/12 i M 38 1/8"TEMPERED S� N.T.S. GLASS DWG.BY: JK 'm 49 CHK.BY: LFS p 3 ADJUSTABLE INSWING THRESHOLD �ADJUSTABLE INSWING THRESHOLD Daawwc ND.: � 33ro GT GLAZING DETAIL FL-15215.9 0 SHEEr $ OF $ N 4• MIN. NAIL FIN INSTALLATION V O.C. MAX. FROM THRU FIN I CORNERS 1YIN.EYHmYFAR 20x4'or Masonry 1/4" MAX I C C O 1 1/4'uAx SHIM SPACE SNIP SPACE ;I THRU FIN 2"x4" or masonry W000 FRAME SECTION (TYP) VERTICAL SECTION r— om ar...�.i.x.r•.r ar+s 1" MIN. EMBEDMENT N v (7 S 1 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NUM Caa@ IW. n NoMnp Flonps t Wood OpW.9. 1/4•MM OPERATING DOUBLE HUNG WINDOW HIM O— xC SPAMSPAMor Yosomy 1'mx4' Max Frame DP IMPACT WINDOW WIDTH (33 3/8• uAx4--I ,•MIN.ELVR 33 3Z8 x 72 -f- —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: 11,26,123737 LAKEPORT-BLVD.This schedule addresses only the fasteners required to anchor the DRAWN BY: SCALE: [ELD-WENKLAMATH 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 adse In different wall conditions.For the D. Stokes 1 complete Installation procedure,see the instructions packaged with the APPROVED BY: W-2SOO Cladd Double Hung Operator window or go to www.jeld-wen.com/resourcesrinstallaUon. 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: SHEET 1 of 1 except as authorized by JELD-WEN Inc. SJW2012-108 Rantoul - Illinois 81drCLDHO erinstall , ,/+•MIN. EMBEDMENT NAIL FIN INSTALLATIONFFICE COPY 2'x4' or Masonry 2 MIN. DISTANCE 4 FROM EDGE 3/4- 8' O.C. MA). 4• MAX. MIN. DISTANCE THRU FIN CORNEAS 1/4'SHIM FROM EDGE: 3/4' 1/+• SHIM a'O.C. ('?� MAX.TYP THRU FIN 2'X4' or Masonry 1 1/4' MIN. EMBEDMENT FRAME SECTION ME) � VERTICAL SECTION -s o Nate c a b h—N�cam. W-e Owft s g 2 JAMB SECTION ME) HORIZONTAL SECTION f� Nafe Cm&bb—N.%V Fl-g.a wo.a OWMjn U 6 000R vnorH(142 1/8• uAx.) 1/4•SHIM TYPICAL ELEVATION WITH FASTENER SPACING MIN. DISTANCE FROM EDGE 3/4' Max Frame DP JIMPACT 142 1/8" x 95 1/2"1 +/-40 1NO 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 corrosion 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 1 1/2"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 JELDVENK]amathDRAWN BY: SCALE: Falls,OR.97601 not address the sealing consideration that may arise in different wall 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: ADRStoY:BSiteline Clad Quad Sliding Patio Door This drawing and its contents are confidential and are not to be PART PROJECT No.: reproduced or copied in whole or in part or used or disclosed to others D604339 except as authorized by JELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION; CAD DWG.No.: REV: 00 SHEET OFFICE COPi GuIfCo�& SUPPLY & MANUFACTURING FLORIDA PRODUCT AIDQID IAL NO. 11651.16 Rr2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. GulfLokTM 96" Wide Roof Panel over 15132"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: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. �►► �,,, 14429 SW 2nd Place, Suite G30 •% ES•/�U Newberry, FL 32669 �'•t,� ASF tit' r *: No. 75519 Engineer Evaluator: Dan Kuhn, P.E. #75519 ="°' r = STATE of Florida Evaluation ANE ID: 10743 C) - Validator: ",,TONAL SNGo,;` Locke Bowden, P.E. #49704 06Ai it �5 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.16 R2•JUNE 15,2015 ■ • , � ■ • ` e FLORIDA . M � . • a G61icoakt 1 SUPPLY & MANUFACTURING e � Irl e / ' • • ' ° • • • FLORIDA PRQ®IJCT APPROVAL N'O. 11651.16 Rr2 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/a" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15A2" 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: 7/8" 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 1/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" 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 Roof Areas Assembly A Assembly B Assembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Spacing Sealant No Yes No Panel Cfip No No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2-JUNE 15,2015 . . • LUATION REPORT FLORIDA-PRODUCT APPROV G61ICo�'� SUPPLY & MANUFACTURING FLORIDA PRODUCT 4PPROVA,L N-61-N1110 Rr2 TN1 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. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 1 2/1 2201 2 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)Q 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 . . POP SUPPLY & MANUFACTURING FLORIDA PRODUCTAPPROVAL, G6ilCoa� • ' • ® • • 00 FLORIDA PRODUCT APPROVAL NO. IMPD 16 R+2 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 ■ • • ` • REPORTLU XTUP � G6ilCaA SUPPLY & MANUFACTURING Ilk II E .FLORIDA PR®DUST APPROVAL NO. 116-51.16 R�2 TM ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood BuN 1111111111ildings having a Roof Mean Heijl'ght<_20'-0"; Roof Slope: 2"/12" - 12"/12" Viable or Hip Roof;Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based ort 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 ZONE 1 (1�)#10-1:2x1" pLYVVOOD ASSEMBLY AASSEMBL+Y A P;SSEMBL=Y A ASSEMBLY A ASSEMBLY A ASSEMBL'-Y A ASSEMBLY A ,. ZONE 2 (1)#10-12x1" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY13 PLYWOOD ZONE 3 (t1)#1D-12-x1" CDX ASSEMBLY A ASSEMBLN A ASSEMBL+Y B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B 1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1" PANCAKE TYPE A, �/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5'/s"O.C.ASSEMBLY A,-121.75 PSF AT 5'/s"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.75/32"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 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be a less than either 4%of the minimum width of the building or 3 feet. ASSEMBLYA \� RIDGE // ------J% 16"COVERAGE j i� ZONE 1 �(1)02 X 1"TYPE A PANCAKE '---------- ----'---- SPACING:SEE UPLIFT TABLE AVE ASSEMBLY B ZONE 2 GABLE ROOF \a_ 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT I �— ----------------- - —�a I I I I (1)#10-12 X 1"TYPE A PANCAKE RIDGE SPACING:SEE UPLIFT TABLE ----- --------------- — a -------------- a ASSEMBLY C W/CLIP �12X '°CEPA]�CAKE ZONE 1 ---------7 (1)#1 SPACING:SEE UPLIFT TABLE "�ZONE3 \—EAVE FL#11651.16 R2•JUNE 15,2015 PROCT EVALUAT(ON REPORT Client: RIVERSIDE HOMES Date: 10/6/2017 Page 1 of 17 isDesign Address: 1817 ATLANTIC BEACH DR Job Name: J170573 TM Project: Designer. John Knight 3 0 . ATLANTIC BEACH Project#: J170573 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 3-Ply - PASSE I Level:Level 3 az 5OFFICE COPY 10 r.> bttB$ 11.1, i i Twl 171 i?l d@,0 illil F #_ lil ffi 1 dd1'ij 1 ,S ` s Y c a � 1 SPF End Grain 2 SPF End Grain 3 SP 2'10" 5'9 1/4" 14'4 1/4" H5 1/4" 22'11 1/2" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 1129 2598 0 0 2014 Moisture Condition: Dry Building Code: IBC 2012 2 4069 9174 0 0 5705 Deflection LL: 480 Load Sharing: Yes 3 1602 986 0 0 221 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100eF General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 5.500" 22% 2441/2687 5128 LL_ D+C Construction: 20 PSF End Analysis Results Grain 2-SPF 5.500" 73% 9393/7505 16898 Uniform D+0.75(L+C) Analysis Actual Location Allowed Capacity Comb. Case End Neg Moment-14708 ft4b 87 1/4" 82061 fl-lb 0.179(18%) D+L _LL Grain Pos Moment 9828 ft4b 18'1 3/4" 82061 ft Ib 0.120(12%) D+L L_L 3-SP 5.500" 15% 924/1570 2495 L_L D+L Unbraced 9828 ft-Ib 18'1 3/4" 17550 ft Ib 0.560(56%) D+L L_L Shear 9917 Ib 10'3 1/4" 19950 Ib 0.497(50%) D+L _LL LL Defl inch 0.035(U4794) 157 15/16" 0.349(U480) 0.100(10%) 0.75(L+C) Uniform TL Defl inch 0.067(U2513) 15'2 11/16" 0.698(U240) 0.100(10%) D+0.75(L+C)Uniform LL Cant 0.013 Lt Cant 0.200 0.067(7%) 0.75(L+C) Uniform (2U5103) (2U480) TL Cant 0.023 Lt Cant 0.300 0.077(8%) D+0.75(L+C)Uniform (2U2926) (2U240) Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Warning Note:left cant exceeds 1/3 of back span,wind uplift may need to be checked. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top braced at bearings. 9 Lateral slenderness ratio based on single ply width. Notes chemicals S.For eat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-TrussDivsion pending 11155 Philips Parkway Or E,Florida calculated structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shovm it is the 2.Refer to manufacturees product information responsibility of the-,tomer an.,the contractor to regarding installation requirements, multi-ply WWw.WeyerhaeUser.CAm/evefedge/ 804268-8225 ensure the component suirabiilry of the intended fastening details,beam strength values,and code n�Af1�tV+ application,and to vere� ify the dimensions and leads. approvals r r X n pr G Lumber 3.Damaged Beams must not be used Bu1LDrflt3 4.Design assumes top edge is laterally restrained VV 9UPP�L+6S 1.Dry service conditions,unless noted otherwise 5'Provide lateraI support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation Muss DIVISteN Version 17.40.119 Powered by iStructTM r� `` Client: RIVERSIDE HOMES Date: 10/6/2017 Page 2 of 17 isDesiJnTM Project: Designer. John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 0 ATLANTIC BEACH Project#: J170573 BM1 2.0E EverEdgeTm LVL 1.750" X 20.000" 3-Ply - PASSE Level:Level 'RRA 3 a; r �.. _, _._..._ ._ ._ ' � . aI 4 5 6 r 7 8 9 10 v x a � 1 SPF End Grain 2 SPF End Grain 3 SP 2'10" 15'9 1/4" 14'4 1/4" H6 1/4" 22'11 1/2" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Near Face 15 PSF 60 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 10-1-4 Far Face 180 PLF 0 PLF 0 PLF 0 PLF 212 PLF G04 THRU GOB 3 Part.Uniform 0-0-0 to 10-9-8 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9'WALL 4 Point 0-0-0 Far Face 138 Ib 0 Ib 0 Ib 0 Ib 162 Ib J22 Point 0-0-12 Near Face 517 lb 1137 Ib 0 Ib 0 Ib 204 Ib BM5 Brg 2 5 Point 1-0-0 Top 93 lb 0 l 0 l 0 l 109 lb J15 6 Point 3-0-0 Top 107 lb 0 l 0 l 0 l 126111 J16 7 Point 5-0-0 Top 533 lb 0 l 0 l 0 l 626 lb N01 8 Point 7-0-0 Top 296 lb 0 l 0 l 0 l 349 lb NO2 9 Point 9-0-0 Top 296 Ib 0 l 0 l 0 l 349 lb NO3 10 Point 10-2-8 Top 2023 Ib 0 l 0 l 0 l 23791b N04 Point 10-5-12 Far Face 3994 Ib 2520 Ib 0 Ib O lb 1494 Ib BM3 Brg 2 Point 18-1-12 Near Face 5461b 17661b 0 Ib 0 Ib 0 Ib BM6 Brg 2 Self Weight 31 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway or E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1,LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shovm. It is the 2,Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, mufti-ply www.weyerhaeuser.com/everedge/ 904-26&8225 ensure the component suitability of the intended fastening details,beam strength values,and code (- application,and to verify the dimensions and loads. approvals /' 1 rbc N 111 R7 OU Lumber 3.Damaged Beams must not be used Y I101r16 4.Design assumes top edge is laterally restrained R UPPL E- 7.Dry service cand'Rions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated wtth fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION Version 17.40.119 Powered by i5tructTM �^� Client: RIVERSIDE HOMES Date: 10/6/2017 Page 3 of 17 0 iSDeSignrm Project: Designer: John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 3-Ply - PASSE Level:Level 1 • � � N 1 SPF End Grain 2 SPF End Grain 3 SP 2'10" 1 5'9 1/4" 14'4 1/4" H5 1/4" 22'11 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c..except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 96.2% Load 261.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Concentrated Load Fasten at concentrated side load at 0-0-12 with a minimum of(5)—SDW22500 in the pattern shown. Capacity 86.5% Min/Max fastener distances for Concentrated Side Loads Load 1102.91b. Total Yield Limit 1275.0 Ib. Min.6" Min.5/8" Cg 1.0000 Yield Limit per Fastener 255.0 Ib. 1 1/2" Yield Mode Lookup Up Up Load Combination D+L Min.5/8" 0 0 Duration Factor 1.00 0 0 Concentrated Load Min.4" a o Fasten at concentrated side load at 10-5-12 with a Min761 o° 0 o Q minimum of(18)—SDW22500 in the pattern shown. o Q Capacity 94.6 Load 4342.01b. Total Yield Limit 4590.0 Ib. Min.4" Cg 1.0000 Yield Limit per Fastener 255.0 Ib. LMex.'12" Max.12" field Mode Lookup Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion pondin 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation s Weyerhaeuser USA structural adequacy of this component based on the 1.LVLbeams must not be cut or driged Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to regarding installation requirements, mulg-ply www.weyerhaeuser.com/everedge/ 964-268-8225 ensure the component suitability of the Intended fastening details,beam strength values,and code application,and to ved"e dimensions and loads. approvals Mo/� m Lumber 3.Damaged Beams must not be used mo oii p 4.Design assumes top edge is laterally restrained r8 aUPP LIBS 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ++<.acw.a.c ar.. 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSB.ONBiOR Version 17.40.119 Powered by iStruct- ' Client: RIVERSIDE HOMES Date: 10/6/2017 Page 4 of 17 P0roject: Designer. John Knight isDesignTM Address: 1817 ATLANTIC BEACH DR Job Name: J170573 g ATLANTIC BEACH Project#: J170573 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 3-Ply - PASSE Level:Level 1 1 SPF End Grain 2 SPF End Grain 3 SP 2'10" 1 5'9 1/4" 14'4 1/4" H5 1/4" 22'11 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c..except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 96.2% Load 261.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Concentrated Load Fasten at concentrated side load at 18-1-12 with a minimum of(8)—SDW22500 in the pattern shown. Capacity 75.5% Min/Max fastener distances for Concentrated Side Loads Load 1541.11b. Total Yield Limit 2040.0 lb. Min.6" Min.5/8" Cg 1.0000 Yield Limit per Fastener 255.0 Ib. 1 1/2" Yield Mode Lookup ® 0 Load Combination D+L Min 5/8" 1,00 O Duration Factor 1.00 o Min.4" o Min76" 0 0 0 0° 0 a Min-4" Max.12" Max-12" Notes chemicals 6.For flat roots provide proper drainage to prevent Manufacturer Into Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation g Weyerhaeuser USA structural adequacy of this Wmponent based on the t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufactureYs product information responsibility of the customer and1, Me contractor to regarding installation requirements, multi-ply www.weyerhaeuser.com/everedge/ 90426&8225 ensure the component suitability of the intended fastening details,beam strength values,and code M��/s}��+ application,and to verify the dimensions and loads. approvals /�'wjI l o N III N Lumber 3.Damaged Beams must not be used ,�4,Bu 1 t-OI rt® 1.D service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained v SUPPL�' s Dry 5.Provide lateral support at bearing points to avold `" 2.LVL not to be treated with fire retardant or comosive lateral displacement and rotation r7tUti9 DIVISION Version 17.40.119 Powered by iStructT" Client: RIVERSIDE HOMES Date: 10/6/2017 Page 5 of 17 ID0VVI�1nTM Project: Designer: John Knight J J V Address: 1817 ATLANTIC BEACH DR Job Name: J170573 aI ATLANTIC BEACH Project#: J170573 BM2 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level 1W I 4v �a- u . . . F Lv 3 .a 7 Ar N t .tfa sif I i I ig fs I a l Alt! 9dwill,All, 04 �,.,...J„ a.e e,,..�...:� h .�'�T`n« � �;R,.,a �rn..a.k.""ts' wF�c.-.,...,,.. �,..• - .moo. __ _.._.w.-,. w�� ..�;«�'vG,r0 1 SP 2 SP 3 SPF 10'2" 11'4" 43 1/2" 21'6" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brig Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 161 1072 0 0 503 Moisture Condition: Dry Building Code: IBC 2012 2 513 3012 0 0 1127 Deflection LL: 480 Load Sharing: No 3 187 1227 0 0 562 Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 5.500" 15% 1037/561 1598 L_ D+C Construction: 20 PSF 2-SP 3.500" 63% 3079/1267 4336 Uniform D+0.75(L+C) Analysis Results 3-SPF 3.500" 34% 1195/592 1787 L D+C Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-3742 ft-Ib 10'2" 52603 ft-Ib 0.071(7%) D+L LL Pos Moment 2567 ft4b 16'9 11/16" 52603 ft-Ib 0.049(5%) D+L _L Unbraced 3013 ft-lb 16'8 1/16" 16139 ft-Ib 0.187(19%) D+C _L Shear 1494 lb 11'10" 13300 lb 0.112(11%) D+L LL LL Defl inch 0.004 5'3 11/16" 0.245(L/480) 0.020(2%) C L_ (L/28163) TL Defl inch 0.021(L/6335) 15'11 11/16" 0.370(L/360) 0.060(6%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9'WALL 3 Point 0-0-0 Top 230 lb 0l Olb 0l 270 lb J23 4 Tapered Start 0-6-0 Top 46 PLF 0 PLF 0 PLF 0 PLF 55 PLF J15-J17 End 6-3-0 68 PLF 0 PLF 0 PLF 0 PLF 79 PLF Continued on page 2... Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Into Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway or E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. it is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding Installation requirements, mufti-ply www.weyerhaeuser.com/everedge/ 804-26&8225 ensure the component suitability of the intended fastening details,beam strength values,and code application,and to verity the'dimensions and loads. approvals1f11ofuv Lumber 3.Damaged Beams must not be used BurLconG 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained v 892 U o6S 2.LVL not to be treated with fire retardant or corrosive S.Provide lateral support at bearing points to avoid TRUSS Division lateral displacement and rotation Version 17.40.119 Powered by iStructTi` �� Client: RIVERSIDE HOMES Date: 10/6/2017 Page 6 of 17 0 IsDeslnTM Project: Designer: John Knight g Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM2 2AE EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level ' } t q 5 6 3 i �A 7 €IT# -11 i€Bk_Igtlt1 ..0 s 1 , A,;, 2r � �y � ,. 1,6„ '`x , 1,.. .5 cg ISP 2 SP 3 SPF 10'2" 111'4" 43 1/2" 21'6" Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Part.Uniform 6-3-0 to 15-3-0 Top 83 PLF 0 PLF 0 PLF 0 PLF 98 PLF J20 6 Tapered Start 15-3-0 Top 68 PLF 0 PLF 0 PLF 0 PLF 79 PLF J17-J15 End 21-0-0 46 PLF 0 PLF 0 PLF 0 PLF 55 PLF 7 Point 21-6-0 Top 2301b 0 l 0 l 0 l 2701b J23 Self Weight 20 PLF Notes chemicals S.For flat roofs provide proper drainage to prevent Manufacturer Into Manning Building Supplies-Truss Divsion pending 11155 Philips Parkway Dr E,Florida Calculated Structured Designs Is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based an the 1.LVL beams must not be cut or driged Seattle,WA 32256 design arteria and loadings shown. N Is the 2.Refer to manufacturer's product information www.weyerhaeuser.com/everedge/ 904268-8225 responsibility of the customer and/or the contractor to regarding installation requirements, mu"fy ensure the component suitability of the intended fastening details,beam strength values,and code applimflon,and to verity the dimensions and loads. approvals Lumber 3. maged Beams must not be used Ols Oi,U1 LrOi n�ti 4.Design assumes top edge is laterally restrained III App IBS 1.Dry service conditions,unless noted otherwise 5,Provide lateral support at bearing points to avoid ' '� 2.LVL not to be treated vdth fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION Version 17.40.119 Powered by iStructTa s Client: RIVERSIDE HOMES Date: 10/6/2017 Page 7 of 17 0�SDGS��f 1TM Project: Designer. John Knight J J Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM2 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE I Level:Level 1 SP 2 SP 3 SPF �c� 10'2" 11'4" "� "131/2" 21'6" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 10.1% Load 27.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For flat mats provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. Il Is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multiplywww.weyerhaeuser.com/everedge/ 9D4268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code application,and to verify the dimensions and loads. approvals (rMMYT.n�''mamnG Lumber 3.Damaged Beams must not be used ■Y y■0U 1�Oln O 4.Design assumes top edge is latens y restrained y SUPPLIBS 1.Dry service conditions,unless noted othenmse 5.Provide lateral support at bearing points to avoid TRM 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation eIVISION Version 17.40.119 Powered by iStruct' Client RIVERSIDE HOMES Date: 10/6/2017 Page 8 of 17 Project: Designer: John Knight isDeSign- Address: 1817 ATLANTIC BEACH DR Job Name: J170573 0 ATLANTIC BEACH Project#: J170573 BM3 2.0E EverEdgeTm LVL 1.750" X 20.000" 3-Ply - PASSE Level:Level T 5 a 12 �� £ $� � j s - i i € 81 �g Plls 4 °moi I 7I�. L 8 t '9 10 j� 11 ) j )3 ($jj ,. 13 x cu r sm 2 rir i s. i r F g- ,.. ,.- r ..I r n ^, & '� ut ,a k E„a a'�� •�w ,�'i= -,. &'" '$� ��., "� a - r� -� : Ira„ ... .. aw 1 SP 2 Hanger(HHGU5.50-SDS) 23' H61/4" 23' Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 2715 4266 0 0 1723 Moisture Condition: Dry Building Code: IBC 2012 2 2519 3993 0 0 1494 Deflection LL: 480 Load Sharing: Yes Deflection TL: 338 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 5.500" 47% 4266/3329 7595 Uniform D+0.75(L+C) Construction: 20 PSF 2- 5.250" 32% 3993/3010 7003 Uniform D+0.75(L+C) Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 36949 ft-Ib 11'2 9/16" 82061 ft-Ib 0.450(45%) D+L L Unbraced 39769 ft-lb 11' 39947 ft-lb 0.996 D+0.75(L+C)Uniform (100%) Shear 6539 Ib 20'11 5/8" 199501b 0.328(33%) D+L L LL Defl inch 0.241(U1108) 11'5" 0.556(U480) 0.430(43%) 0.75(L+C) Uniform TL Defl inch 0.551(U485) 11'5 1/8" 0.790(U338) 0.700(70%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Fill all hanger nailing holes. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at a maximum of 5'4 1/8"o.c. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 0-6-0 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF 2 Part Uniform 0-0-0 to 20-1-14 Far Face 88 PLF 236 PLF 0 PLF 0 PLF 0 PLF F07 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9'WALL 4 Point 0-0-0 Top 161Ib 0 l 0 l 0 l 189 lb J22 Continued on page 2... Notes chemicals 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway or E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design afteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to regarding installation requirements, mugi-ply www•weyerfiaeuser.com/everedge/ 904-26&8225 ensure the oompomm, suitability of the Intended fastening details,beam strength values,and code � y application,and to verify the dimensions and loads. a ,Duets Lumber 3.Damaged Beams must not be used 6ui1-oing 4.Design assumes top edge is laterally restrained MU�PPe h"N! 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUEB DIVislOA. Version 17A0.119 Powered by iStruct' r . Client: RIVERSIDE HOMES Date: 10/6/2017 Page 9 of 17 Project: Designer. John Knight TM Address: 1817 ATLANTIC BEACH DR Job Name: J170573 0 ATLANTIC BEACH Project J170573 BM3 2.0E EverEdgeTM LVL 1.750" X 20.000" 3-Ply - PASSE I Level:Level 12� §g£ -.g�� £ g ..�' qWL6 � j �3 7j ' 8 9 ajT 10 13 a Oa ..��11R , 1 s_ JV8" 1 SP 2 Hanger(HHGU5.50-SDS) 23' H51/4" 23' Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Tapered Start 0-6-0 Top 45 PLF 0 PLF 0 PLF 0 PLF 56 PLF J15-J16 End 4-2-0 54 PLF 0 PLF 0 PLF 0 PLF 63 PLF 6 Point 5-0-0 Top 478 lb 0l 0l 0l 5631b R01 7 Point 7-0-0 Top 271 lb 0l 0l 0l 3181b R02 8 Point 9-0-0 Top 2221b 0l 0l 0l 261 lb L01 9 Point 11-0-0 Top 1931b 0l 0l 0l 2261b L02 10 Point 13-0-0 Top 1711b 0l 0l 0l 2001b L03 11 Point 15-0-0 Top 1821b 0l 0l 0l 214 lb L04 12 Part Uniform 16-0-0 to 23-0-0 Top 96 PLF 0 PLF 0 PLF 0 PLF 114 PLF L05 13 Point 21-2-0 Far Face 179 Ib 4781b 0 Ib 0 Ib 0 Ib F08 Self Weight 31 PLF chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion Notes 11155 Philips Parkway Dr E,Florida Calculated Structured Designs Is responsible only of the Handling&Installation pO"d'"g Weyerhaeuser USA structural adequacy of this component based on the 1.LVL be ams must not be cut or drifted Seattle,WA 32256 design crheria and loadings shown. it is the 2.Refer to manufacturers product information www.weyerhaeuser.com/everedge/ 964-26&8225 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code �� application,and to verity the dimensions and loads. approvals ■Y v. Lumber 3.Damaged Beams must not be used gBiLoong 1.D service condRions,unless noted otherwise 4•Design assumes top edge is laterally restrained - II�5 �' S.Provide lateral support at hearing points to avoid 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRtl55 OtVISIOH Version 17.40.119 Powered by i5truCff Sip' .• Client: RIVERSIDE HOMES Date: 10/6/2017 Page 10 of 1 Project: Designer: John Knight `� TM J 9 9 isDesign Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM3 2.0E EverEdgeTM LVL 1.750" X 20.000" 3-Ply - PASSE Level:Level T 1 SID 2 Hanger(HHGU5.50-SDS) 23' H5 1/4" 23' Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 79.5% Load 216.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 21-2-0 with a minimum of(6)—10d Box nails(.128x3") in the pattern shown.Repeat fasteners on both sides. Min/Max fastener distances for Concentrated Side Loads Capacity 80.6% Min.3" Min. 1114" Load 438.0Ib. Total Yield Limit 543.2 lb. Cg 0.9996 Yield Limit per Fastener 90.5 Ib. Min-1 1/4" a o Yield Mode IV O Load Combination D+L Duration Factor 1.00 Min'3" ° O O Min.5"� 0 0 o � 0 0 Min.3" Max.12" LMax. 12" chemicals 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion Notes ponding p 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of lha Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shovm. it is the 2.Refer to manufacturer's product Information www.wayerhaeuser.com/everedge/ 8D4268-8225 responsibility of the customer and/or the contractor toregarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code �i.�ptttiV application,and to vedfythe dimensions and loads. approvals Y N" Lumber 3.Damaged Beams must not be used BUILD N 1.D service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained RPP�LwrHS 7 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or canosive lateral displacement and rotation 7Ru59,ONISION Version 17.40.119 Powered by istruct`" r Client: RIVERSIDE HOMES Date: 10/6/2017 Page 11 of 1 .lib.-„,!,,.h... ', . isDesi�nTM Project: Designer. John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM4 2.0E EverEdgeTM LVL 1.750” X 20.000" 2-Ply - PASSE Level:Level h MAI .,z a rt �+�, k, �`� �` ' 7 x.r ,�..,: x,•..� 4 9 � � � 3 �... .. n 2 �6 � � . r b a fY,.. ;'9 t E€€¢ tk.;S 4"r S. l t 2 i 8 F> 8 ! 1 .& $ 1§d ., :,S 4't Ft C 4 1 f t 1 1 1 4 11 i i � ' �' ��" "¢ s `a "�` �z�� t �`' ��'ry�� , s"��'�'�a�� a �ar¢sz y ✓r„�r �a��, 1 SP 2 SP 16'10" H31/2" 16'10" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 340 2365 0 0 1369 Moisture Condition: Dry Building Code: IBC 2012 2 333 2269 0 0 1224 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 5.500" 34% 2365/1369 3735 L D+C Construction: 20 PSF 2-SP 3.500" 50% 2269/1224 3494 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 13273 ft-Ib 8'2 5/16" 65754 ft-Ib 0.202(20%) D+C L Unbraced 13273 ft-Ib 8'2 5/16" 13296 ft-Ib 0.996 D+C L (100%) Shear 3088 Ib 2'5/8" 16625 lb 0.186(19%) D+C L LL Defl inch 0.053(U3688) 8'4 5/16" 0.406(U480) 0.130(13%) C L TL Defl inch 0.156(U1247) 8'4 11/16" 0.541(U360) 0.290(29%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1010 7/8"o.c. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-5-0 Far Face 27 PLF 0 PLF 0 PLF 0 PLF 32 PLF K04,K01 3 Part.Uniform 1-0-0 to 16-10-0 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9'WALL 4 Point 1-6-0 Top 446 lb 0 l 0 l 0 l 526 lb T01 5 Part Uniform 2-7-0 to 10-7-0 Top 83 PLF 0 PLF 0 PLF 0 PLF 98 PLF J20 6 Part.Uniform 4-5-0 to 12-5-0 Far Face 36 PLF 0 PLF 0 PLF 0 PLF 43 PLF K02 Continued on page 2... Notes clremicals b.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsian ponding 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the t.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shovm, It Is the 2.Refer to manufacturer's product information www.weyerhaeuser.com/everedge/ 904-268-8225 responsibility of rhe customer and/or the contractor to regarding Installation requirements, multiply ensure the component suitability of the intended fastening details,beam strength values,and code application,andtoverirythe dimensions and loads. approvals �� Lumber 3.Damaged Beams must not be used Or rU 11.a1 no 1.Dry service conditions,unless noted otherwise 4•Design assumes top edge is laterally restrained S�F;P„s-n ogS 2.WL not to be treated with fire retardant or corrosive s.Provide lateral support hearing points to avoid lateral displacement and rotation rotatlon TRUb9OIvtSIaN Version 17.40.119 Powered by iStructTM Client: RIVERSIDE HOMES Date: 10/6/2017 Page 12 of 1 isDesignrM Project: Designer. John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 �`' 3 ATLANTIC BEACH Project#: J170573 BM4 2.0E EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level ./ Wi k v Y 5 � � 4 7 ': .. .. K r 4' M 9 r s 2 6 t �` 1 0. >a?: 8 . d d o i 1 9 3 a a a�.4�9 `f LLLA ;1 i 8 ri & �-A 4 fes&k 3 i 7 n�.- �^'` Ilk,gz Vis'-t tyw.auk 1 SP 2 SP 16'10" H3 1/2" 16'10" Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 7 Tapered Start 10-7-0 Top 22 PLF 0 PLF 0 PLF 0 PLF 79 PLF J17-J15 End 16-4-0 45 PLF 0 PLF 0 PLF 0 PLF 56 PLF 8 Part.Uniform 12-5-0 to 16-10-0 Top 27 PLF 0 PLF 0 PLF 0 PLF 32 PLF K01,K03 9 Point 16-10-0 Top 2301b 0l 0l 011 2701b J23 Self Weight 20 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway or E,Florida Calculated structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the t,LVL beams must not be M or drilled Seattle,WA 32256 design atone and loadings shown. It is the 2,Refer to manufacturer's product information responsibility of the customer and/er the contractor to regarding Installation requirements, multi-ply www.weyerhaeuser.com/everedge/ 90426&6225 ensure the component suttabifdy of the Intended fastening details,beam strength values,and code ^A�tf�. application,and to verify the dimensions and loads. approvals //�Tj�'mW Il ltl W Lumber 3.Damaged Beams must not be used twj v`,FIUILr intim 4.Design assumes top edge Is laterally restrained SUPPLIES 1.Dry service conditions unless noted otherwise 5.Provide lateral support at hearing points to avoid '""- 2.LVL not to be treated with fire retardant or corresive lateral displacement and rotation TRUSS CIM011 Version 17.40.119 Powered by iStruct- f Client: RIVERSIDE HOMES Date: 10/6/2017 Page 13 of 1 �0S�2S��n'� Project: Designer. John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 e ATLANTIC BEACH Project#: J170573 BM4 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level iV r 1,6„ 1 SP 2 SP 16'10" H3 1/2" 16'10" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 14.5% Load 39.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer info Manning Building Supplies-Truss Divsion Notes pending 11155 Philips Parkway Dr E,Florida calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based an the 1.LVL beams must not be M or drilled Seattle,WA 32256 design criteria and loadings shown. It Is the 2.Refer to manufacturer's product information www.we erhaeuser.comlevered el 90426&8225 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply y g sure the component suitability of the intended fastening details,beam strength values,and code application,and to verif&e dimensions and loads. approvals (rM_YT.n_j'��/�0/�11}1�W+ Lumber 3.Damaged Beams must not be used MBS BU t t-C onG 1.D service cond'dions,unless noted otherwise 4•Design assumes top edge is laterally restrained v v M tIMM" N 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS INVASION Version 17.40.119 Powered by iStruct' Client: RIVERSIDE HOMES Date: 10/6/2017 Page 14 of 1 Project: Designer. John Knight isDesignTM Address: 1817 ATLANTIC BEACH DR Job Name: J170573 `" 3 ATLANTIC BEACH Project#: J170573 BMS 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level 2 Y� I .1� 4 x.�.^�'•G - A f p 1 SP 2 Hanger(HUC414(Min)) 6'B 1/2" H3 1/2" 6'8 1/2" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1452 643 0 0 249 Moisture Condition: Dry Building Code: IBC 2012 2 1137 517 0 0 204 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 5.500" 19% 643/1452 2096 L D+L Construction: 20 PSF 2- 2.500" 24% 617/1137 1654 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 2484 ft-lb 3'5 7/16" 52603 ft-Ib 0.047(5%) D+L L Unbraced 2484 ft4b 3'5 7/16" 22855 ft-Ib 0.109(11%) D+L L Shear 23361b 2'518" 13300 Ib 0.176(18%) D+L L LL Defl inch 0.005 3h5 5/8" 0.155(U480) 0.030(3%) L L (L/14001) TL Defl inch 0.008(U9562) 3'5 9/16" 0.206(L/360) 0.040(4%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Fill all hanger nailing holes. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tapered Start 0-0-0 Top 68 PLF 0 PLF 0 PLF 0 PLF 79 PLF J19-J15 End 6-8-8 45 PLF 0 PLF 0 PLF 0 PLF 56 PLF 2 Point 0-8-0 Far Face 1771b 708 Ib 0 Ib 0 lb 0 Ib F10 3 Part.Uniform 1-4-0 to 6-8-8 Far Face 87 PLF 350 PLF 0 PLF 0 PLF 0 PLF F09 Self Weight 20 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Dr E,Florida calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. It is the Z,Refer to manufacturers product information responsibility of the customer and/or the cantractar to regarding installation requirements, mu" WwW.WByerhaeUSer.COm/evefedge/ 904-266-6225 ensure the component suitability of the intended fastening details,beam strength values,and code application,and to verify the dimensions and loads. approvals 1714 Inti Lumber 3.Damaged Beams must not be used 0r r i OI O 1.D service conditions,unless noted otherwise 4.Design assumes tap edge is Iaterafl restrained SU LY1&it �' S.Provide lateral support at beating points to avoid MBS 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION Version 17.40.119 Powered by iStructT" irk:-aeh-"r Client: RIVERSIDE HOMES Date: 10/6/2017 Page 15 of 1 Project: Designer: John Knight isDesign,M Address: 1817 ATLANTIC BEACH DR Job Name: J170573 0 ATLANTIC BEACH Project#: J170573 BM5 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level 1 •, N 1 SP 2 Hanger(HUC414(Min)) 6'8 1/2" H3 1/2" 6'8 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(1280")at 12" o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 80.4% Load 218.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 0-8-0 with a minimum of(5)—10d Box nails(.128x3") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 97.8% Min.3" Min. 1 1/4" Load 442.51b. Total Yield Limit 452.6 Ib. Cg 0.9998 1 1/21' • • Yield Limit per Fastener 90.5 Ib. Min. 1 1/4" 0 � Yield Mode IV O Load Combination D+L • Duration Factor 1.00 Min'3" D o Min.5"� ° 0 0 0 • 0 0 Min.3" Max.12" Max. 12" Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion pendia 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation g Weyerhaeuser USA structural adequacy of this component based on the f LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shovm. It is the 2.Refer to manufacturers product information responsibigty of the customer and/or the contractor to regarding Instigation requirements, mulfl-ply www.weyerhaeuser.com/everedge/ 90426&8225 ensure the component suitablity of the intended fastening details,beam strength values,and code application,and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used BUr r 01 O 4.Design assumes top edge is laterally rastralnedm8s �Ut3PLtBS I Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid .rc.so..wu.ac 2.LVL not to be treated with fire retardant or conesive lateral displacement and rotation TRUSS DIVISION Version 17.40.119 Powered by iStruct- ' Client: RIVERSIDE HOMES Date: 10/6/2017 Page 16 of 1 isDesign Project: Designer: John Knight Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ID ATLANTIC BEACH Project#: J170573 BM6 2.0E EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level ,• sm y 1 SP 2 Hanger(HU416(Min)) 10' H3 1/2" 10' Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1901 590 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 1766 546 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 5.500" 23% 590/1901 2491 L D+L Construction: 20 PSF 1 2- 2.500" 33% 546/1766 2312 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 5533 ft4b 4'11 3/8" 52603 ft-Ib 0.105(11%) D+L L Unbraced 5533 ft4b 4'11 3/8" 15184 ft-Ib 0.364(36%) D+L L Shear 2281 Ib 2'5/8" 13300 Ib 0.172(17%) D+L L LL Deft inch 0.022(U5281) 5'3/4" 0.237(U480) 0.090(9%) L L TL Defl inch 0.028(U4027) 5'11/16" 0.316(U360) 0.090(9%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform Near Face 87 PLF 350 PLF 0 PLF 0 PLF 0 PLF F09 2 Point 3-9-4 Near Face 62 Ib 167 Ib 0 Ib 0 Ib 0 Ib F20 Self Weight 20 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway or E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. It Is the Z,Refer to manufacturer's product information www.weerhaeuser.rom/everede/e/ 904.26&8225 responsibility of the customer and/or the convector to regarding installation requirements, multi-ply y 9 ensure the component sultabffrty of the intended fastening details,beam strength values,and cede application,and to verify the dimensions and loads, approvals Lumber 3.Damaged Beams must not be used MBS BU I LO1110 1.D service conditions,unless noted otherwise 4•Design assumes top edge is laterally restrained D Sp U�PPL X65 �' 6.Provide lateral support at bearing points to avoid ' 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS OMBION Version 17.40.119 Powered by iStructru ld Client: RIVERSIDE HOMES Date: 10/6/2017 Page 17 of 1 TM Project: Designer: John Knight ei-sDesign Address: 1817 ATLANTIC BEACH DR Job Name: J170573 ATLANTIC BEACH Project#: J170573 BM6 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level 1 (V r 1 SP 2 Hanger(HU416(Min)) 10, '43 1/2" 10, Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 80.4% Load 218.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chernicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Dr E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.U/Lbeams must notbe art ordn�ed Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product Information www.we erhaeuser.com/evered el 904-2fifi-8225 respcnsibSty of the customer and/or the contractor to regarding installation requirements, multi-ply y 9 ensure the component suitability of the Intended fastening details,boom strength values,and code application,and to verity the dimensions and loads. aroyals Pp Lumber 3.Damaged Beams must not be used �� BUIt.Or1T0 1.D service conditions,unless noted otherwise 4.Design assume,top edge is laterally restrained S PPWL has 2 LVL not to he treated with fire retardant or wrrosNa 5.Provide lateral support at Fearing points to avoid TRUSS=am lateral displacement and rotation Version 17.40.119 Powered by i5truct- "* .4. Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 "S Jacksonville,FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 N '. '4, k Jacksonville, FL 32256 jaxtruss@mbs-corp.com H3 zk ?Re`s C1 Qe��Vet�f D � Lemasters Res(Rio-Coastal) Phone: (904) 268-8225 * Fax: (904) 260-2981 .x.< DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 Cover Sheet Mill OFFICE C0PY Truss Level: PROFILE QTY PITCH BASE O/A LU BERI OVERHANG I CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 Ply 3.00 0.00 A01 31-06-00 31-06-00 2 X 4 2 X 6 04-01-08 1 3.00 0.00 A02 31-06-00 31-06-00 2 X 4 2 X 4 05-03-08 1 3.00 0.00 A03 31-06-00 31-06-00 2 X 412 X 4 06-05-08 1 3.00 0.00 A04 31-06-00 31-06-00 2 X 4 2X4, 07-07-08 1 3.00 0.00 A05 31-06-00 31-06-00 2 X 4 2 X 4 08-09-08 5 3.00 0.00 A06 31-06-00 31-06-00 2 X 4 2 X 4 09-02-12 1 3.00 0.00 A07 10-00-00 10-00-00 2 X 4 2 X 4 05-01-04 1 3.00 0.00 1301 18-00-00 18-00-00 2 X 4 2 X 4 02-11-08 1 3.00 0.00 B02 18-00-00 18-00-00 2 X 4 2 X 4 04-01-08 2 3.00 0.00 B03 18-00-00 18-00-00 2 X 4 2 X 4 05-03-08 1 3.00 0.00 B04 18-00-00 18-00-00 2 X 4 2 X 4 04-09-15 1 3.00 0.00 B05 18-00-00 18-00-00 2 X 412 X 4 03-07-15 1 3.00 0.00 B06 18-00-00 18-00-00 2 X 4 2 X 6 02-05-15 1 3.00 0.00 C01 04-02-08 04-02-08 2 X 4 2 X 4 01-06-09 1 3.00 0.00 CO2 04-02-08 04-02-08 2 X 4 2 X 6 02-05-15 cr ° ' 2 3.00 0.00 D01 11-00-00 11-00-00 2 X 412 X 4 02-01-00 ® 4 3.00 0.00 D02 11-01-08 11-01-08 2 X 4 2 X 4 02-03-00 ® 3 3.00 0.00 D03 11-01-08 11-01-08 2 X 4 2 X 4 02-01-00 1 3.00 0.00 D04 07-00-00 07-00-00 2 X 4 2 X 4 02-01-00 / 1 3.00 0.00 D05 07-00-00 07-00-00 2 X 412 X 4 02-00-09 -�1 1 3.00 0.00 D06 07-00-00 07-00-00 2 X 4 2 X 4 03-02-09 1 3.00 0.00 D07 07-00-00 07-00-00 2 X 4 2 X 4 03-07-14 1 1.70 0.00 E01 07-09-08 07-09-08 2 X 4 2 X 6 00-02-08 01-09-08 7 1.70 0.00 E02 07-09-08 07-09-08 2 X 412 X 4 00-02-08 01-09-08 � u�lder• .�. . �� Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 f8rs I Salesman:Scot Burney Designer: John Knight }3' Manning Building Supplies PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com � 4 Lemasters Res(Rio-Coastal) Phone: (904) 268-8225 * Fax: (904) 260-2981 ° DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN iTOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 1.70 0.00 E03 07-04-00 07-04-00 2 X 4 2 X 4 00-02-08 01-08-12 1 2 Ply 3.00 0.00 G01 49-00-00 49-00-00 2 X 4 2 X 6 02-03-04 ® 1 3.00 0.00 G02 49-00-00 49-00-00 2 X 4 2 X 41 02-09-04 ® 1 3.00 0.00 G03 49-00-00 49-00-00 2 X 4 2 X 4 03-03-04 ® 1 3.00 0.00 G04 33-11-08 33-11-08 2 X 4 2 X 4 03-09-04 ® 1 3.00 0.00 G05 33-11-08 33-11-08 2 X 4 2 X 4 04-03-04 1 3.00 0.00 G06 33-11-08 33-11-08 2 X 4 2 X 4 04-09-04 ® 1 3.00 0.00 G07 33-11-08 33-11-08 2 X 412 X 4 05-03-04 ® 1 3.00 0.00 G08 33-11-08 33-11-08 2 X 4 2 X 4 05-09-04 1 3.00 0.00 H01 10-10-00 10-10-00 2 X 6 2X4, 02-08-12 6 3.00 0.00 H02 10-10-00 10-10-00 2 X 4 2 X 4 03-05-00 12 3.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 00-11-08 6 3.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 01-09-08 2 3.00 0.00 J03 05-00-00 05-00-00 2 X 4 2 X 4 02-11-08 1 3.00 0.00 J04 02-07-00 02-07-00 2 X 4 2X4, 01-06-09 2 3.00 0.00 J05 04-02-08 04-02-08 2 X 4 2 X 4 02-05-15 6 3.00 0.00 J06 05-00-00 05-00-00 2 X 4 2 X 4 02-11-08 10 3.00 0.00 J07 07-00-00 07-00-00 2 X 4 2X4. 04-01-08 I 1 2.12 0.00 J08 03-07-01 03-07-01 2 X 6 2 X 4 00-00-06 01-06-04 1 2.12 0.00 J08A 03-04-01 03-04-01 2 X 6 2 X 4 00-00-06 01-05-01 1 2.12 0.00 J09 09-10-01 09-10-01 2 X 6 2 X 4 00-00-06 04-01-03 1 2.12 0.00 J09A 09-07-01 09-07-01 2 X 6 2 X 4 00-00-06 03-11-15 2 2.12 0.00 J10 07-00-02 07-00-02 2 X 6 2 X 4 00-00-06 02-11-03 2 2.12 0.00 J10A 06-09-02 06-09-02 2 X 612 X 4 1 00-00-06 02-09-15 Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 File#: "esi Jacksonville, FL 32233 (904)503-7055 Salesman:Scot Burney Designer: John Knight r Manning Building Supplies PAGE 3 t"w3 Jacksonville, FL 32256 jaxtruss@mbs-corp.com 1l,"fiPhone: 904 268-8225 * Fax: 904 260-2981 ;,Report attd Delivery Date Lemasters Res(Rio-Coastal) � � � � DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 F Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT I RIGHT LEFT RIGHT i 4 3.00 0.00 J11 03-00-00 03-00-00 2 X 4 2 X 4 01-05-08 4 3.00 0.001 J12 05-00-00 1 05-00-00 2 X 4 2 X 4 01-11-08 19 3.001 0.00 J13 06-03-00 06-03-00 2 X 4 2 X 4 02-03-04 2 2.12 0.00 J14 08-09-05 08-09-05 2 X 4 2 X 4 00-00-06 02-03-02 2 2.12 0.00 J14A 08-06-05 08-06-05 2 X 4 2 X 4 00-00-06 02-02-09 16 3.00 0.00 J15 01-00-00 01-00-00 2 X 4 2 X 6 00-11-08 13 3.00 0.00 J16 03-00-00 03-00-00 2 X 412 X 4 01-09-08 1 3.00 0.00 J16A 03-00-00 03-00-00 2 X 4 2 X 4 00-02-00 01-09-08 6 3.00 0.00 J17 05-00-00 05-00-00 2 X 4 2 X 4 02-11-08 I 2 3.00 0.00 J18 03-00-00 03-00-00 2 X 4 2 X 4 01-09-08 7 3.00 0.00 J19 05-00-00 05-00-00 2 X 412 X 4 02-11-08 9 3.00 0.00 J20 07-00-00 07-00-00 2 X 4 2 X 4 04-01-08 1 3.00 0.00 J20A 07-00-00 07-00-00 2 X 4 2 X 4 04-01-08 1 2.12 0.00 J21 04-02-03 04-02-03 2 X 6 2 X 4 00-00-06 01-09-03 1 2.12 0.00 J21A 03-11-03 03-11-03 2 X 6 2 X 4 00-00-06 01-07-15 4 2.12 0.00 J22 07-00-02 07-00-02 2 X 6 2 X 4 00-00-06 02-11-03 4 2.12 0.00 J22A 06-09-02 06-09-02 2 X 6 2 X 4 00-00-06 02-09-15 3 2.12 0.00 J23 09-10-01 09-10-01 2 X 6 2 X 4 00-00-06 04-01-03 �j 3 2.12 0.00 J23A 09-07-01 09-07-01 2 X 6 2 X 4 00-00-06 03-11-15 �` 2 7.00 0.00 K01 03-11-08 03-11-08 2 X 6 2 X 4 03-01-04 4 7.00 0.00 K02 03-11-08 03-11-08 2 X 412 X 4 03-01-03 ® 1r7o 0.00 K03 01-11-08 01-11-08 2 X 6 2 X 4 02-03-15 ® 20.00 K04 01-11-08 01-11-08 2X42X4 03-01-03 1 0.00 L01 29-00-00 29-00-00 2 X 4 2 X 6 04-01-08 yrs 6b,`twj#ormatsnl n, � . Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 (904)503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 4 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Y at Lemasters Res(Rio-Coastal) Phone: (904) 268-8225 * Fax: (904) 260-2981eQ' � � DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LU BERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 3.00 0.00 L02 29-00-00 29-00-00 2 X 4 2 X 4 05-03-08 1 3.00 0.00 L03 29-00-00 29-00-00 2 X 4 2 X 4 06-05-08 ,,((® 1 3.00 0.00 L04 29-00-00 29-00-00 2 X 4 2 X 4 07-07-08 �l��jLlG�la 4 3.00 0.00 L05 29-00-00 29-00-00 2 X 4 2 X 4 08-06-00 1 3.00 0.00 L06 29-00-00 29-00-00 2 X 4 2 X 4 08-06-00 1 3.00 0.00 L07 29-00-00 29-00-00 2 X 4 2 X 4 07-08-11 1 3.00 0.00 L08 29-00-00 29-00-00 2 X 4 2 X 4 06-06-11 1 3.00 0.00 L09 29-00-00 29-00-00 2 X 4 2 X 4 05-04-11 1 2 Ply 3.00 0.00 L10 29-00-00 29-00-00 2 X 4 2 X 4 06-03-12 1 3.00 0.00 M01 21-06-00 21-06-00 2 X 4 2 X 4 04-01-08 1 3.00 0.00 M02 21-06-00 21-06-00 2 X 4 2 X 4 05-01-03 2 3.00 0.00 M03 21-06-00 1 21-06-00 2 X 412 X 4 06-03-12 1 3.00 0.00 N01 15-00-00 15-00-00 2 X 4 2 X 4 02-11-08 1 3.00 0.00 NO2 15-00-00 15-00-00 2 X 4 2 X 4 04-01-08 1 3.00 0.00 NO3 15-00-00 15-00-00 2 X 4 2 X 4 04-05-00 1 2 Ply 3.00 0.00 N04 15-00-00 15-00-00 2 X 412 X 8 04-05-00 1 3.00 0.00 R01 13-08-00 13-08-00 2 X 4 2 X 4 00-02-00 02-11-08 1 3.00 0.00 R02 13-08-00 13-08-00 2 X 4.2 X 4 00-02-00 04-00-05 1 3.00 0.00 S01 07-02-00 07-02-00 2 X 4 2 X 4 01-09-08 ® 1 3.00 0.00 S02 07-02-00 07-02-00 2 X 4 2X41 02-11-08 101 1 3.00 0.00 S03 07-02-00 07-02-00 2 X 4 2 X 4 03-11-03 1 3.00 0.00 SO4 07-02-00 07-02-00 2 X 612 X 6 04-02-11 FLOOR QTY DEPTH BASE O/A I END TYPq INT BEARING CANTILEVER STUB PROFILE PLY1 ID SPAN SPAN I LEFT I RIGHT I SIZE I LOCATION LEFT I RIGHT LEFT I RIGHT Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 "S Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies � PAGE 5 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Res(Rio-Coastal) Phone: (904) 268-8225 * Fax: (904) 260-2981 dRepor andIrverDate DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 01-08-00 C 3 3 F01 16-09-08 16-09-08 ® 0 08-00 r— 3 1 F01A 16-09-08 16-09-08 01-08-00 C 3 5 F016 16-09-08 16-09-08 ® 01-OS-00 3 FE 3 F02 11-03-00 11-03-00 01-OS-00 4 F03 11-03-00 11-03-00 01-08-00 C 3 8 F04 11-03-00 11-03-00 � 01-08-00 1 F05 13-00-08 13-00-08 C 01-08-00 1 F06 13-02-12 13-02-12 31 1 01-02-08 ® 01-08-00 9 C 3 F07 12-00-04 12-00-04 ® 01-OS-00 1 r- 3 F08 12-02-04 12-02-04 ® 01-08-00 K: 3 4 F09 17-08-08 17-08-08 ® 01-OB-00 1 F10 17-11-08 17-11-08 ® 01-08-00 6 F11 18-03-00 18-03-00 C 31 01-08-00 }- 1 F12 10-03-00 10-03-00 E 01-08-00 r- 1 F13 07-11-00 07-11-00 01-08-00 P1 F14 07-11-00 07-11-00 3. 01-08-00 FE 3 1 F16 10-03-08 10-03-08 01-08-00 r 3 6 F17 10-03-08 10-03-08 01-08-00 3 F18 10-05-00 10-05-00 01-08-00 3 1 F20 10-02-00 10-02-00 01-08-00 F21 2 F21 05-11-08 05-11-OB ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES FT-IN-16 Riverside Homes Job#: J170573 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 (904)503-7055 f8rs I Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 6 '` , ' • , y'�` .�`y'' Jacksonville, FL 32256 jaxtruss@mbs-corp.com � a Re ort andeliveiyDate Lemasters Res(Rio-Coastal) Phone: 904 268-8225 * Fax: 904 260-2981 P � DATE 10/06/17 1817 Atlantic Beach Drive Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 SS-LMATL BM1-1 3/4"x 20"2.0E EverEd eT LVL- 24-00-00 1 SS-LMATL BM2-1 3/4"x 20"2.0E EverEdgeTm LVL- 22-00-00 1 SS-LMATL BM3-1 3/4"x 20"2.0E EverEd eTm LVL- 24-00-00 1 SS-LMATL BM4-13/4"x 20"2.0E EverEd eTM LVL- 18-00-00 [37 SS-LMATL BM5-1 3/4"x 20"2.0E EverEd eTM LVL- 08-00-00 SS-LMATL BM6-1 3/4"x 20"2.0E EverEd eTM LVL- 06-00-00 Hanger HGUS28-2 HANGER HHGU5.50SDS 14 zz� 00-00-00 Han er HTU26 HANGER HU416 00-00-00 HANGER HUC414 00-00-00 HangerTHA422 Hamer THAG422 = ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTekCOPYOFFICE COPY RE: J170573 - Riverside Hms/Lemasters /JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Lemasters Res (Rio-Coastal) Moadrrl�a,FL 33610 4115 Lot/Block: 44 Subdivision: ABCC Address: 1817 Atlantic Beach Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Jeffrey K. Hulsberg License#: FL PE#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 115 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. $ o o� z z No. Seal# Truss Name Date No. Seal# Truss Name Date 3 9 ; O O 1 712205417 F01 10/8/17 18 T12205434 F17 10/8/17 - o w a 121712205418 1 FO1 A 110/8/17 119 1 T12205435 1 F18 110/8/17 o w u 2 F 13 I T12205419 I F01 B 110/8/17 120 I T12205436 I F20 11018/17 I :zo E = a 14 1 T12205420 1 F02 110/8/17 121 1 T122054371 F21 110/8/17 1 0 0 _ c o y N N 15 I T12205421 I F03 110/8/17 122 1 T12205438 1 A01 110/8/17 0 o LL, L. z z .Q w 16 1712205422 I F04 1 10/8/17 123 1 T12205439 1 A02 1 10/8/17 o y r d S _ LL 17 7122054231 F05 110/8/17 124 1 T122054401 A03 110/8/17 9 0 N U o 18 I T12205424 I F06 110/8/17 125 1 T12205441 1 A04 110/8/17 0 19 1712205425 1 F07 1 10/8/17 126 1 T12205442 1 A05 110/8/17 I ¢ D o E 110 1 T12205426 1 F08 110/8/17 127 1 T122054431 A06 110/8117 1 z a 3 "N Ill I T122054271 F09 110/8/1 128 1 T1 2205444 1 A07 110/8/17 a _�r z o m 112 1 T12205428 1 F10 110/8/17 129 I T12205445 I B01 10/8/17 W W 113 1 T1 2205429 1 F11 110/8/17 130 1 T1 2205446 1 B02 110/8/17 o d d s W z J 110/8/17 131 I712205447 1B03114 IT12205430IF12 y o W z 110/8/17 1 115 I T12205431 I F13 110/8/17 132 1 T1 2205448 1 B04 110/8/17 1 o y, to a MCLUJ X16 17122054321 F14 1 10/8/17 133 I T12205449 I B05 1 10/8/17 .. W a. MW Y 117 1 T1 2205433 1 F16 110/8/17 134 1 T1 2205450 1 B06 110/8/17 K 3 d The truss drawing(s)referenced above have been prepared by ��J 1 ,1 1111 �i MiTek USA, Inc. under my direct supervision based on the parameters �.��SPS A. provided by Manning Building Supplies. •`,��''�0 E N .;9,1,'•� Truss Design Engineer's Name: Albani, Thomas No 39 My license renewal date for the state of Florida is February 28,2019. = IMPORTANT NOTE' The seal on,these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the % '. STATE OF designs comply with ANSI/TPI 1. These designs are based upon parameters �s�,�'••AN shown(e.g.,loads,supports,dimensions,shapes and design codes),which were '�� p R 1 given to MiTek. Any project specific information included is for MiTek's customers '�i ss ••• �'��` 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 Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs Mfrek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 8,2017 Albani, Thomas 1 of 2 RE: J170573 - Riverside Hms/Lemasters /JK Site Information: Customer Info: Riverside Homes Project Name: Lemasters Res (Rio-Coastal) Model: Lot/Block: 44 Subdivision: ABCC Address: 1817 Atlantic Beach Drive City: Atlantic Beach State: FL, No. I Seal# ITruss Name Date No. Seal# Truss Name I Date 35 1 T1 22054511 C01 1 10/8/17 178 IT12205494IJ17 10/8/17 136 1 T12205452 1 CO2 110/8/17 179 I T12205495 I J 18 1 10/8/17 137 1 T1 2205453 1 DO 110/8/17 180 I T12205496 I J19 110/8/17 138 1 T12205454 1 D02 110/8/17 181 I T12205497 I J20 110/8/17 139 1 T12205455 1 D03 110/8/17 182 I T12205498 I J20A 1 10/8/17 40 1 T12205456 1 D04 110/8/17 183 I T12205499 I J21 110/8/17 141 1 T12205457 1 D05 110/8/17 184 . I T12205500 I J21 A 110/8/17 142 1 T12205458 1 D06 110/8117 185 I T12205501 I J22 1 10/8/17 ' 1 143 1 T12205459 1 D07 110/8/17 186 I T12205502 I J22A 110/8/17 144 1 T12205460 1 E01 110/8/17 187 I T12205503 I J23 110/8/17 1 145 1 T12205461 1 E02 110/8/17 188 I T12205504 I J23A 110/8/17 146 1 T12205462 1 E03 110/8/17 189 1 T12205505 1 K01 110/8/17 147 1 T12205463 1 GO 110/8/17 190 1712205506 1 K02 110/8/17 1 148 1 T12205464 1 G02 110/8/17 191 1 T12205507 1 K03_ 110/8/17 149 1 T12205465 1 G03 110/8/17 192 1 T12205508 1 K04 110/8/17 150 1 T12205466 1 G04 1 10/8/17 193 I T12205509 I L01 1 10/8/17 151 T12205467 1 G05 110/8/17 194 I T12205510 I L02 110/8/17 152 T12205468 1 G06 1 10/8/17 195. I T12205511 I L03 1 10/8/17 153 1 T12205469 1 G07 110/8/17 196 I T12205512 I L04 110/8/17 154 1 T12205470 1 G08 110/8/17 197 I T12205513 I L05 110/8/17 155 1 T12205471 I H01 110/8/17 198 I T12205514 I L06 110/8/17 156 1 T12205472 1 H02 110/8/17 199 I T12205515 I L07 110/8/17 1 157 I T12205473 I J01 1 10/8/17 1 100 I T1 220551 6 1 L08 110/8/17 158 I T12205474 I J02 110/8/17 1 101 i T12205517 I L09 110/8/17 159 I T12205475 I J03 110/8/17 1 102 1 712205518 1 L10 110/8/17 160 . I T12205476 I J04 110/8/17 1103 1 T12205519 1 MO 110/8/17 161 I T12205477 I J05 110/8/17 1 104 1 T12205520 1 M02 110/8/17 1 162 I T12205478 I J06 110/8/17 1 105 1 T12205521 1 M03 110/8/17 163 I T12205479 I J07 11018/17 1106 1 T1 2205522 1 N01 110/8/17 1 164 I T12205480 J08 110/8/17 1 107 1 T12205523 1 NO2 110/8/17 1 165 I T12205481 I J08A 110/8/17 1 108 1 T12205524 1 NO3 , 110/8/17 166 I T12205482 I J09 1 10/8/17 1 109 1 T12205525 1 N04 110/8/17 167 I T12205483 I J09A 1 10/8/17 1 110 1 T12205526 1 R01 110/8/17 168 I T12205484 I J10 1 10/8/17 1111 1 T12205527 1 R02 110/8/17 169 I T12205485 I J 10A 110/8/17 1112 1 T1 2205528 1 SO 110/8/17 170 I T12205486 I J 11 110/8/17 1 113 I T12205529 1'SO2 110/8/17 171 I T12205487 I J12 1 10/8/17 1 114 1 T12205530 1 S03 110/8/17 172 IT12205488IJ13 110/8/17 1 115 1 T12205531 1 SO4 110/8/17 173 I T12205489 I J 14 110/8/17 174 IT12205490IJ14A 110/8/17 175 I T12205491 I J15 1 10/8/17 176 I T12205492 I J16 110/8/17 177 I T12205493 I J 16A 110/8/17 2of2 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205417 •J170573 F01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:41 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-knr_KQo61 fiVz69CbgyKzh3xrZXDf_YLoOo?OyWAYu 0-1-8 1 I 3-0 2-3-4 0-9-4 H kale=1:28.4 1.5x4= 4x7 11 4x7 11 3x6 11 6x6= 3x6 11 3x6 II 6x6= 8x8= 1 2 3 4 5 6 7 8 0 0 m I� 0 17 16 15 14 13 12 11 10 6x6= 6x6= 4x7 11 3x6 11 6x6 11 3x6 11 3x6 11 4x7 11 8x8= 6x6 11 6-6-09-3-4 11-9-4 i4-3-4 15-7-12__ 16-9-8 6-6-0 1-6-4 1-3-0 2-6-0 2-6-0 1-4-8 1-1-12 Plate Offsets(X Y)-- (1:Edge 0-1-81 (1:0-1-8 0-0-81 (4:0-1-8 Edgel (8:0-3-O,Edgel,[14:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40,0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.10 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.17 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014lTP12007 Matrix-SH Weight:146 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 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. REACTIONS. (Ib/size) 18=982/0-5-0,9=2002/0-3-8 FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-978/0,8-9=-1976/0,1-2=-839/0,2-3=-2090/0,3-4=-2812/0,4-5=-3039/0, 5-6=-2775/0,6-7=-1990/0,7-8=-1 303/0 BOT CHORD 16-17=0/1554,15-16=0/2812,14-15=0/2812,13-14=0/2822,12-13=0/3056,11-12=0/2491, 10-11=0/1407 WEBS 1-17=0/1194,2-17=-1 082/0,2-16=0/811,3-16=-1124/0,3-15=0/445,'7-10=-1972/0, 8-10=0/2346,7-11=0/837,6-11=757/0,6-12=0/429,5-12=-424/0,4-13=-51/484, 4-14=-392/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:9-18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=-1 164 2)Dead:Lumber Increase=1.00,Plate.Increase=1.00 Uniform Loads(pIf) Vert:9-18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=-1164 3) list chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:9-18=-10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-1164 ®WARNING-Vef fy design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev.IOIO 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 property incorporate this design Into the overall �y� 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.Alexandria VA 22314. - Tampa,-FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205417 •J170573 F01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:412017 Page 2 I D:IzW BCHfNRyzWIWzTfGxxeDydQZK-knr_KQo6lfiVz69CbgyKzh3xrZXDlj_YLoOo?oyWAYu LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-1164 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-18=10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-1164 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-1164 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1 0/0 312 0 1 5 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based oNy 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 Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandrim VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK TI 2205418 J 170573 F01 A FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:46 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-4kftN7sFsBKn3tl9ODYVgkmnfaCgQwrHV45ZhEyWAYp 0-1-8 H 1-3-0 2-3-4 0�9-4 I Scale=1:28.4 1.5x4= 4x7 11 47 11 3x6 11 6x6= 3x6 11 3x6 11 6x6= 8x8= 1 2 3 4 5 6 7 8 0 m m Ir 0 17 16 15 14 13 12 11 10 6x6= 6x6= 4x7 11 3x6 11 6x6 11 3x6 11 3x6 11 47 11 8x8= 6x6 11 6-6-07-8-0 6-0-4 9-3-4 11-9-4 14-3-4 15-7-12 16-9-8 , 6-6-0 1-2-0 4- 1-3-0 2-6-0 2-6-0 1-4-8 1-1-12 Plate Offsets(X Y)-- (1:Edge 0-1-81 [1:0-1-8,0-0-81,)4:0-1-8 Edge) (8:0-3-0 Edge) (14:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC ' 0.31 Vert(LL) -0.12 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.21 13-14 >947 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:146 lb 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 pudins, 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) 18=1071/0-5-0,9=336210-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1069/0,8-9=-3305/0,1-2=-924/0,2-3=-2338/0,3-4=-3218/0,4-5=-3609/0, 5-6=-3508/0,6-7=-2872/0,7-8=-2174/0 BOT CHORD 16-17=0/1708,15-16=0/3218,14-15=0/3218,13-14=0/3231,12-13=0/3719,11-12=0/3301, 10-11=0/2350 WEBS 1-17=0/1315,2-17=-1 187/0,2-16=0/952,3-16=-1356/0,3-15=0/555,7-10=-3327/0, 8-10=0/3916,7-11=0/750,6-11=648/0,6-12=0/313,5-12=-318/0,5-13=-267/2, 4-13=0/714,4-14=-498/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 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. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=-2613 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=-2613 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-18=-10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-2613 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERAMCE 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 appiicaNilly 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 Oty Ply Riverside Hms/Lemasters /JK T12205418 PJ170573 FOIA FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:46 2017 Page 2 ID:IzW BCHfNRyzW iWzTfGxxeDydQZK-4kftN7sFsBKn3t19ODYVgkmnfaCgQwrHV45ZhEyWAYp LOAD CASE(S) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-2613 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-2613 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-2613 ® 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 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 whh 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 Hms/Lemasters /JK 712205419 1170573 F0113 FLOOR 5 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:53 2017 Page 1 I D:IzW BCHfNRyzWlWzTfGxxeDydQZK-N5aXrXxeCLDoPy4VIBA8SDYzQOcMZ7YJ6fIRRKyWAYi 0-1-8 1-3-0 2-3-4 0-9�-4 Scale=1:28.4 1.5x4= 4x7 11 4x7 11 3x6 11 6x6= 3x6 II 3x6 11 6x6= 8x8= 1 2 3 4 5 6 7 B 0 ao I� 0 17 16 15 14 13 12 11 10 6x6= 6x6= 4x7 I I 3x6 I I 6x6 11 3x6 II 3x6 11 47 II 8x8 6x6 II 6-6-0 7-8-0 $-0-g 9-3-4 11-9-4 14-3-4 15-7-12 16-9-8 6-6-0 1-2-0 4- 1-3-0 2-6-0 2-6-0 1-4.8 1-1-12 Plate Offsets(X Y)-- f1:Edge 0-1-8) f1:0-1-8,0-0-81,[4:0-1-8,Edge],f8:0-3-0,Edgel,f14:0-3-0,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 0.28 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.19 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-SH Weight:146 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 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. REACTIONS. (Ib/size) 18=1020/0-5-0,9=2587/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1017/0,8-9=-2547/0,1-2=-875/0,2-3=-2197/0,3-4=-298710,4-5=-3284/0, 5-6=-309010,6-7=-2369/0,7-8=-1678/0 BOT CHORD 16-17=0/1620,15-16=0/2987,14-15=0/2987,13-14=0/2998,12-13=0/3341,11-12=0/2839, 10-11=0/1812 WEBS 1-17=0/1246,2-17=-1127/0,2-16=0/872,3-16=-1224/0,3-15=0/492,7-10=-2555/0, 8-10=0/3021,7-11=0/800,6-11=-710/0,6-12=0/37915-12=-37910,4-13=0/583, 4-14=-43810 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 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. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9:18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=1787 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-18=-10,1-8=-100 Concentrated Loads(lb) Vert:7=-1787 3) list chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-1787 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 truss systems,seeANSi/TPI iQuality 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 Hms/Lemasters /JK 712205419 J170573 F01 B FLOOR 5 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:53 2017 Page 2 I D:IzW BCHfNRyzW l W zTfGxxeDydQZK-N5aXrXxeCLDoPy4VIBA8SDYzQOcMZ7YJ611 RRKyW AYi LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-1787 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(plf) Vert:9-18=-10,1-4=-100,4-8=-20 Concentrated Loads(lb) Vert:7=-1787 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-18=-10,1-3=-20,3-8=-100 Concentrated Loads(lb) Vert:7=-1787 t Q WARNING-Verify design parameters and READNOTES ON THIS AND INCLUDED MR'EKREFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MflekO 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 OW 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,218 N.Lee Street Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qry, Ply Riverside Hms/Lemasters /JK T12205420 'J170573 F02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:58 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-k2N PuE?n1 tr4VjyT511J9GGIXPFsESa2Fx?C6XyW AYd 0-1-8 H1-3-0 13 2-1-0 0-11-0� Scale=1:18.5 1.5x4= 1.5x4 11 3x6= 1 2 3 4 5 6 1 0 co 12 11 10 9 8 1.5x4 II 9-9-0 11-3-0 9-9-0 1-6-0 Plate Offsets(X Y)-- 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 0.64 Vert(LL) -0.10 10-11 >999 480 MT20 244/190 TCDL - 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.14 10-11 >961 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:65 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 N0.2(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=599/0-5-0,7=605/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-592/0,6-7=-588/0,1-2=-445/0,2-3=-96610,3-4=-1037/0,4-5=-1037/0,5-6=-426/0 BOT CHORD 11-12=0/835,10-11=0/1037,9-10=0/1037,8-9=0/830 WEBS 1-12=0/649,2-12=-619/0,6-8=01639,4-9=-299/0,5-8=-643/0,5-9=0/519 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. ®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/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 RiversideHms/Lemasters /JK T12205421 J170573 F03 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:02 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-cpdwkc2H46LW_KGEKagFK6QRW OcoAGZeAZzPFlyW AYZ 0-1-8 H 1�3� 2-1-0 0�1� 0u1 s Scall=1:18.7 1.5x4= 1.5x4 II 1.5x4= 1 2 3 4 5 6 1 15 0 m I ' 1 12 11 10 9 8 1.5x4 II i t-6-0 5-3-0 7-7-09-9-0 11-3-0 1-6-0 3-9-0 2-4-0 2-2-0 1-6-0 Plate Offsets(X,Y)-- (14:0-1-8,0-0-121,(15:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.10 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.14 10-11 >962 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014lfP12007 Matrix-SH Weight:65 lb FT=20%F,11%E LUMBER- 1 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) 13=599/0-5-0,7=599/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-592/0,6-7=-582/0,1-2=-445/012-3=-966/013-4=-1037/0,4-5=-1037/0,5-6=-427/0 BOT CHORD 11-12=0/835,10-11=0/1037,9-10=0/1037,8-9=0/828 WEBS 6-8=0/622,1-12=0/649,2-12=-619/0,5-8=-638/0,4-9=-301/0,5-9=0/520 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 3-1 Od(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 M1rEKREFERANCE PAGE mu-7473 rev.10/0312015 BEFORE USE. � Design valid for use only with MlTek®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 pq - building design. Bracing Indicated is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i 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/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 Hms/Lemasters /JK T12205422 N 70573 F04 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:06 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-VbsRaz5o8KsyTyZ?ZQvBUyb7W ezj63ZD5BxdO3yW AYV 0-1-8 H , 113 2-1-0 0-11-0 Scale 1:18.5 1.5x4= 1.5x4 I I 3x6= 1 2 3 4 5 6 1 0 12 11 10 9 8 1.5x4 1-6-0 5-3-0 7-7-0 9-9-0 11-3-0 1-6-0 3-9-0 2-4-0 2-2-0 1 6-0 Plate Offsets(X Y)-- [14:0-1-8,0-0-121 ,LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.10 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.14 10-11 >961 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 7 n/a n/a BCDL 5-0 Code FBC20141TP12007 Matrix-SH Weight:65 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 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. REACTIONS. (Ib/size) 13=599/0-5-0,7=605/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-592/0,6-7=-588/0,1-2=-445/0I 2-3=-966/0,3-4=-1037/0,4-5=-1037/0,5-6=-426/0 BOT CHORD 11-12=0/835,10-11=0/1037,9-10=0/1037,8-9=0/830 WEBS 6-8=0/639,1-12=0/649,2-12=-619/0,5-8=-643/0,4-9=-299/0,5-9=0/519 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. ® 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 MITek8 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 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_'J ob Truss Truss Type Qty Ply Riverside Hms/Lemasters/JK T12205423 170573 F05 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:112017 Page 1 I D:IzW BCHfNRyzW IWzTfGxxeDydQZK-rYfKdh9wztUEZjSzLzUMB015zfsunMMyETfO3HyWAYO 0�8 Scale=1:21.6 3x3 I I 13x3= 2 3 4 5 6 7 8 9 10 11 2 0 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3= 3x3 11 13-0-8 13-0-8 Plate Offsets(X Y)-- [23:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 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 n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 13-0-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 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. 6)CAUTION,Do not erect truss backwards. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE M1/-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 Incorporatethisdesign 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!Te k" is always requires]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 Hms/Lemasters /JK 712205424 J170573 F06 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:15 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-kKvrT2CR15_g2KlkapZl LsTemG3Yj7KY94dbC2yWAYM 0-1-8 H 0-11-8 1-3-0 2-3-4 Scale=1:21.8 1.5x4= 3x6= 3x6= 1 2 3x6 3 4 5 6 7 6 0 T 15 13 12 11 10 9 8 3x6= 3x4= 3x6= 1-2-B4 0 13-2-12 1-2-8 0-1-8 11-10-12 Plate Offsets(X,Y)-- f16:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.13 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.12 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 8 rVa. n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-SH Weight:82 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 6-0-0 oc bracing. REACTIONS. (Ib/size) 8=597/Mechanical,14=1276/0-3-8 Max Grav 8=612(LC 4),14=1276(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-601/0,1-2=0/369,2-3=-252/200,3-4=-894/0,4-5=-1 075/0,5-6=-1075/0, 6-7=-437/0 BOT CHORD 13-14=-369/0,12-13=-64/689,11-12=0/1075,10-11=0/1075,9-10=0/833 WEBS 2-14=-783/0,1-14=-618/0,7-9=0/657,2-13=0/751,6-9=-628/0,3-13=-706/0, 6-10=0/477,3-12=0/379,4-12=-435/0,5-10=-251/1 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)Load case(s)1,2,3,4,5,6,7,8,9,10 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 3-10d(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(plf) Vert:8-15=-10,1-7=-100 Concentrated Loads(lb) Vert:1=-452 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-10,1-7=-100 Concentrated Loads(lb) Vert:1=-452 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:8-15=10,1-2=-100,2-7=-20 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE 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 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 Hms/Lemasters /JK T12205424 'J170573 F06 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:15 2017 Page 2 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-kKvrT2CR15_g2KlkapZlLsTemG3Yj7KY94dbC2yWAYM LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=452 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-10,1-2=-20,2-7=-100 Concentrated Loads(lb) Vert:1=-343 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=1 0,1-2=-100,2-7=-20 Concentrated Loads(lb) Vert:1=452 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-10,1-2=-20,2-7=-100 Concentrated Loads(Ib) Vert:1=-343 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-10,1-2=-20,2-5=-100,5-7=-20 Concentrated Loads(lb) Vert:1=-343 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:B-15=-10,1-2=-100,2-4=-20,4-7=-100 Concentrated Loads(lb) Vert:1=-452 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:8-15-10,1-2=-20,2-5=-100,5-7=-20 Concentrated Loads(lb) Vert:1=-343 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-15=-10,1-2=-100,2-4=-20,4-7=-100 Concentrated Loads(lb) Vert:1=-452 ®WARNING-Verily 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 verity the applicability of design parameters and property Incorporate this design Into the overall p�T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V 1 eW 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 Hms/Lemasters /JK T12205425 9170573 F07 FLOOR 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct.6 09:34:20 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-4HikW IGarecz85ei NM9T2vAUeHkoOOhHJMKMuFyW AYH 11-3-0 2-3-4 Scale=1:19.9 3x3= 3x6= 3x3 11 3x3= 3x6= 1 3x6— 2 3 4 5 6 0 aD 12 11 10 9 3x6= 6 7 3x4= 3x3= 3x3 II 3x4= 3x3 I I 3x3 11 12-0-4 12-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.13 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.17 10-11 >824 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:72 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-O.oc bracing. REACTIONS. (Ib/size) 13=647/0-3-8,7=647/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-640/0,6-7=-632/0,1-2=-481/0,2-3=-1074/0,3-4=-1194/0,4-5=1194/0,5-6=-463/0 BOT CHORD 11-12=0/908,10-11=0/1194,9-10=0/1194,8-9=0/894 WEBS 6-8=0/696,1-12=0/723,5-8=-684/0,2-92=-677/0,5-9=0/565,2-11=0/298,3-11=-307/0,4-9=-290/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 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. 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 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing .SOW is ahvays 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 Hms/Lemasters /JK T12205426 •J170573 F08 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:25 2017 Page 1 I D:IzW BC HfNRyzW I W zTfGxxeDydQZK-RF W dZTKigAFFEtW fAvkelztJZI RM3euoSe27ZTyW AYC 1-3-0 2-3-12 Scale=1:20.2 3x3= 3x10= .3x3 II 3x3= 3x6= 1 3x6= 2 3 4 5 6 0 of 12 11 10 9 3x6= 8 7 3x4= 3x3= 3x5= 3x4= 3x3 I I 3x3 I 1224 12-2-4 Plate Offsets(X,Y)-- f3:0-4-8,Edgel,f10:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.14 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.19 10-11 >754 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:75 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) 13=657/0-5-8,7=657/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=649/0,6-7=-640/0,1-2=-489/0,2-3=-1098/0,3-4=-1225/0,4-5=-1225/0,5-6=-470/0 BOT CHORD 11-12=0/923,10-11=0/1227,9-10=0/1225,8-9=0/909 WEBS 6-8=0f70611-12=0/735,5-8=-697/0,2-12=-689/0,5-9=0/589,2-11=0/309,3-11=-320/0,4-9=-304/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 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. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valld 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 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 Hms/Lemasters /JK T12205427 J170573 F09 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:31 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-GPtugW PTFO?Pzo_pWAr2?E7TmjaFTL4vraVSn7yWAY6 ( 1-3-0 ( 1-0-12 2-1-0 102 Scale=1:29.0 1.5x4 11 1.5x4 11 4x7= 14x7= 2 3 4 5 6 7 8 9 10 0 9 20 19 18 17 16 15 14 13 12 11 4x4= 3x5= 1.5x4 11 1.5x4 11 3x5= 4x4= 6-7-8 11-1-0 17-8-8 6-7-8 4-5-8 6-7-8 Plate Offsets_(X,Y)-- (i:Edge,0-1-8),(10:0-3-0,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.13 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.17 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB, 0.29 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:103 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 pudins, 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) 20=873/Mechanical,11=873/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-869/0,10-11=-869/0,1-2=-685/0,2-3=-1722/0,3-4=-1722/0,4-5=-2289/0,5-6=-2454/016-7=-2289/0, 7-8=-1722/0,8-9=-1722/0,9-10=-685/0 BOT CHORD 18-19=0/1297,17-18=0/2096,16-17=0/2454,15-16=0/2454,14-15=0/2454,13-14=0/2096,12-13=0/1.297 WEBS 1-19=0/1029,2-19=-972/0,2-18=0/656.4-18=-577/014-17=0/402,5-17=-500/46,10-12=0/1029,9-12=-972/0, 9-13=0/656,7-13=-577/0,7-14=0/402,6-14=-500/46 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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING-Verity 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/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandrim VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK 712205428 J170573 F10 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:37 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-5YE94aTErsmYhjRztRySFVN V07dLt3UnDVym_myWAYO 1-3-01-1-8� I 2-1-0 Scale=1:29.4 3x4= 1.5x4 11 1.5x4 11 3x4= 4x7= 14x7= 2 3 4 5 6 7 8 9 10 0 ao ' I 20 19 18 17 16 15 14 13 12 44= 3x5= 1.5x4 11 1.5x4 11 3x5= 4x4= 6-7-8 17-11-8 r 6-7-8 11-4-0 Plate Offsets(X,Y)— [1:Edge,0-1-81,[10:0-3-O,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.14 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.19 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:104 lb 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. REACTIONS. (Ib/size) 20=885/Mechanical,11=885/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-881/0,10-11=-881/0,1-2=-696/0,2-3=1754/0,3-4=-1754/0,4-5.2341/0,5-6=-2527/0,6-7=2338/0, 7-8=-1753/0,8-9=-1753/0,9-10=-696/0 BOT CHORD 18-19=0/1319;17-18=0/2139,16-17=0/2527,15-16=0/2527,14-15=0/2527,13-14=0/2144,12-13=0/1319 WEBS 10-12=0/1046,9-12=-988/0,9-13=0/670,7-13=-603/0,7-14=0/397,6-14=-507135,1-19=0/1046,2-19=-988/0, 2-18=0/67214-18=-594/0,4-17=0/412,5-17=-522135 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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 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 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 Hms/Lemasters /JK T12205429 J170573 F11 FLOOR 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:412017 Page 1 I D:IzW BCHf N RyzW I W zTfGxxeDydQZK-zKTgwxW Iv5G_9KIk6H 1 OPLYAdI_xpsON87wz6YyW AXy 0-1-8 H 11I-0 2-3-0 Scale=1:30.3 44= 1.5x4= 3x4= 1.5x4 II 1.5x4 II 3x4= 4x7= 1 2 3 4 5 6 7 8 9 10 21 0 aD 19 18 17 16 15 14 13 12 4x4= 3x5= 1.5x4 11 1.5x4 11 3x5= 4x4= 18-3-0 18-3-0 Plate Offsets(X Y)-- f1:Edge 0-1-81 [10:0-3-0 Edqel [21:0-1-B 0-0-121 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 60.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.16 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 11 Na n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:104 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(fiat) 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. REACTIONS. (Ib/size) 20=894/0-3-0,11=900/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-891/0,10-11=-896/0,1-2=-710/0,2-3=-1791/0,3-4=-1791/0,4-5=-2400/0,5-6=-2608/0,6-7=-2400/0, 7-8=-1790/0,8-9=-1790/0.9-10=-709/0 BOT CHORD 18-19=0/1341,17-18=0/2191,16-17=0/2608,15-16=0/2608,14-15=0/2608,13-14=0/2192,12-13=0/1343 WEBS 1-19=0/1040,2-19=-1002/0,2-18=0/693,4-18=-618/0,4-17=0/420,5-17=-544/23,10-12=0/1066,9-12=-1007/0, 9-13=0/690,7-13=-619/0,7-14=0/420,6-14=-544/23 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. ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/0312015 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/TPI I 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 Hms/Lemasters /JK 712205430 `J170573 F12 GABLE 1 1 Job Reference.(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:45 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-s5j BmJaFyJmQex2VL65KZBivNMTrlknz3luBFJyW AXu oH8 Scale=1:16.9 3x3 1 3x3= 2 3 4 5 6 7 8 9 19 0 I 18 17 16 15 14 13 12 11 10 3x3= 3x3= 3x3 II 1-4.0 2-8-0 4-0 0 5-4-0 6-8-0 8-0-0 9-4-0 10-3-0 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-11.0 Plate Offsets(X Y)-- (19:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08' 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 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 10-3-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,17,16,15,14,13,12,11 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"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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. 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 RiversideHms/Lemasters /JK T12205431 J170573 F13 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:50 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-C2W4pOdOnsOikixT8ghVGEQhYN46Q_hiC i byxW yWAXp 0-1-8 H 1-3-0. 2-2-0 � Scale=1:14.6 3x3= 3x6= 1 3x3— 2 3 3x3= 4 11 1. 4— 0 T 3x3= 3x3= 9 8 7 6 1.5x4 11 1.5x4 11 3x3= 3x3 11 1-6-0 6-5-0 7-11-0 1-6-0 4-11-0 Plate Offsets(X,Y)-- [11:0-1-8,0-0-121 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.04 . 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 r1/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:47 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) 10=378/0-5-0,5=383/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=373/0,4-5=-379/0,2-3=-472/0 BOT CHORD .8-9=0/47217-8=0/472,6-7=0/472 WEBS 4-6=0/369,1-9=0/357,3-6=-349/0,2-9=-347/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) 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. 3)CAUTION,Do not erect truss backwards. - ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK 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 pp T 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 stabiltty 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 Taus Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty . Ply Riverside Hms/Lemasters /JK T12205432 J170573 F14 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:34:56 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-1 CtL33i9Ni9sSeOcUwovW Vfn7oDQpj Nabz2G8AyWAXj Scale=1:14.6 I 3x3= 2 3 4 5 6 73x3 11 15 0 14 13 12 11 10 9 8 3x3= 3x3= - 3x3 I I 7-11-0 7-11-0 Plate Offsets(X,Y)-- (15:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.11 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 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007, Matrix-P Weight:45 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-11-0 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 7-11-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)14,8,13,12,11,10,9 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. 6)CAUTION,Do not erect truss backwards. ®WARNING-Verfly design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mu-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 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 Hms/Lemasters /JK T12205433 'J170573 F16 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:03 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGLueDydQZK-KZo_XSnYjr1 soiQyOuQYI_S_mcc4ytEcCYF8uGyWAXc Scale=1:17.0 3x3 I I 3x6= 2 3 4 5 6 7 8 9 0 0 18 17 16 15 14 13 12 11 10 3x3 11 3x3= 3x3 11 10-3-8 10-3-8 LOADING (psf) SPACING- P-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 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 10-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,17,16,15,14,13,12,11 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. 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 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 fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 Hms/Lemasters/JK T12205434 J170573 F17 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:11 2017 Page 1 I D:IzW BCHfNRyzW IWzTfGxxeDydQZK-55HODCuZgJ2jmxl VsaZRdgnGgrGFgTxol oBZAoyWAXU 1-3-0 2-0-8 Scale=1:16.7 1.5x4 11 1.5x4 II 3x6= 1 3x6= 2 3 4 5 6 0 11 10 9 8 1-6-0 8-9-8 103-8 ' 1-6-0 7-3-8 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.05 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.06 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No2(flat) except end verticals. WEBS 2x4 SP No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=552/0-3-8,7=552/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-548/0,6-7=-548/0,1-2=-391/0,2-3=-875/0,3-4=-875/0,4-5=-875/0,5-6=-391/0 BOT CHORD 10-11=0/7291 9-10=0/875,8-9=0/729 WEBS 6-8=0/588,1-11=0/588,5-8=-536/0,2-11=536/0,5-9=0/353,2-10=0/353 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. Design valid for use only with Mlrek®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 alwing ays required for stn. abil ty and to prevIndicated Is to ent cnollapsellng of with possible personal Injury and providual truss web andlor perty da age nlFy. Additional or general guidanccetemporary 9a regarding bracing MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI 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 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205435 J170573 F18 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:17 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-wFfHTFyKQ9otUsVfDggrsxl I?FI LEANgQketOSyW AXO 1-3-0 2-2-0 0H8 Scale=1:17.2 1.5x4 II 1.5x4 II 1.5x4= 1 3x6— 2 3 4 5 6 13 0 ti- 10 9 8 1-6-0 8-11-0 10-5-0 1-6-0 7-5-0 1-6-0 Plate Offsets(X,Y)— f13:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.05 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:60 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) 12=559/0-3-8,7=553/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=555/0,6-7=-549/011-2=-397/012-3=-895/0I 3-4=-895/0,4-5=-895/0,5-6=-398/0 BOT CHORD 10-11=0/741,9-10=0/895,8-9=0/738 WEBS 6-8=0/580,1-11=0/597,5-8=-540/0,2-11=-545/0,5-9=0/369,2-10=0/369 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. WARNING-Verily 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 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 Bbd. 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 Hms/Lemasters /JK 712205436 .J170573 F20 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:212017 Page 1 ID:IzW BCHfN RyzW I W zTfGxxeDydQZK-oOuoJc?rUN IJyToOSgln t nC3YtkJA?5GLMc5XDyWAXK 0-11-8 1-2-8 1-2-8 0-7-8 0� 1� 1-3-0 1-2-8 Scale=1:16.8 1.5x4 11 1.5x4 11 1.5x4 11 3x3 11 3x6= 1.5x4 11 1.5x4 11 3x6= 1 3x6— 2 3 4 5 6 7 8 9 0 i2 11 10 3x3= 3x3 3x3 11 3x3= 1.5x4 11 1.5x4 11 3x6= 3x3 11 3x3 11 11:32-4 3-4 2-7-4 3-11-4 4-7-8 5-3-4 5 10-0 10-2-0 1-3-4 1-4-0 1-4-0 0-8-4 0-7-12 0-6-12 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:68 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 6-0-0 oc bracing. REACTIONS. All bearings 5-11-8 except(jt=length)1O=Mechanical. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,17,16,15 except 13=329(LC 13),14=1905(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-13=-309/0,5-14=-1819/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 5)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(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5.1749 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18.10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-18=-10,1-6=-100,6-9=-20 Concentrated Loads(lb) Vert:5=-1749 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-6=-20,6-9=-100 Concentrated Loads(lb) Vert:5=1749 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 111I1=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 NTTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxication,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 Sireet,Suite 312'Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205436 '1170573 F20 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:22 2017 Page 2 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-GCSAXyOTFhOAadNcOOGOZ_kEHG4YvSLPZOLe3fyW AXJ LOAD CASE(S) Standard 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18-10,1-6=-100,6-9-20 Concentrated Loads(lb) Vert:5=-1749 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-6-20,6-9=-100 Concentrated Loads(lb) Vert:5=-1749 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5-1749 8),2nd chase Dead+Floor Live(unbalanced):Lumber Increase--1.00,Plate Increase--1.00 Uniform Loads(plf) Vert:10-18-10,1-9-100 •Concentrated Loads(lb) Vert:5-1749 9)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 10)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1:00 Uniform Loads(plf) Vert:10-18=-10,1-9=100 Concentrated Loads(lb) Vert:5=-1749 11)5th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9--100 Concentrated Loads(lb) Vert:5=-1749 12)6th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9-100 Concentrated Loads(lb) Vert:5=-1749 13)7th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18-10,1-8=-100,8-9-20 Concentrated Loads(lb) Vert:5-1749 14)8th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18-10,1-6=-100,6-7=-20,7-9=-100 Concentrated Loads(lb) Vert:5-1749 15)9th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9-100 Concentrated Loads(lb) Vert:5-1749 16) 10th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 17) 11th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9-100 Concentrated Loads(lb) Vert:5=-1749 18) 12th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 19)13th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEKREFERANCE PAGE 111I1-7473 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 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 RiversideHms/Lemasters /JK 712205436 'J170573 F20 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:22 2017 Page 3 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-GCSAXyOTFhQAadNcOOGOZ_kEHG4YvSLPZOLe3fyWAXJ LOAD CASE(S) Standard 20)14th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(lb) Vert:5=-1749 21)15th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-8=-100,8-9=-20 Concentrated Loads(Ib) Vert:5=-1749. 22)16th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-6=-100,6-7=-20,7-9=-100 Concentrated Loads(lb) Vert:5=-1749 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 property Incorporate this design Into the overall Is ailwlng ays rreguired for stn. Bracinabiiity and to prevent cnollapseIndicated Is to prevet iwiith ng oIndividual truss web and/or chord members f personal injury and property damage. lFyor general guidance regarding the Hent braci.Additional temporary and ng Nt[Tek' 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 RiversideHms/Lemasters /JK T12205437 `J170573 F21 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:26 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-9_hhMK3zlwxb3FhNFDKykgvmzulvr8p?UdJsCRyWAXF 1-3-0 1-7-8 0-10-0 1.5x4 11 1.5x4 11 3x6= 6x6= Scale=1:12.4 1 4x7= 2 3 4 5 0 aD 3x3= 6x6= 1 9 8 7 6 4x4= 3x3 11 3x3 11 1-6-0 3-4-8 4-7-8 5-11-8 1-6-0 1-10-8 ' 1-3-0 1-4-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,[9:0-1-8,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 0.66 Vert(LL) -0.06 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.14 7-8 >487 360 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.00 6 n1a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:43 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc pudins, 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) 10=646/0-5-8,6=1731/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 1-10=-756/0,5-6=-1759/0,1-2=-761/0,2-3=-76110,3-4=-761/0,4-5=-1227/0 BOT CHORD 8-9=0/761,7-8=0/1227 WEBS 4-7=-1555/0,5-7=0/2135,1-9=0/1116,2-9=-487/0,4-8=-724/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(lb) Vert:4=-1749 2) Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:6-10=-10,1-5=-100 Concentrated Loads(lb) Vert:4=-1749 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:6-10=-10,1-3=-100,3-5=-20 Concentrated Loads(lb) Vert:4=-1749 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-2=-20,2-5=-100 Concentrated Loads(lb) Vert:4=1749 v 0 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 MlTek6 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 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 McTek7 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 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 w Job Truss Truss Type Qty Ply Riverside Hms/Lemasters 1 JK T12205437 J170573 F21 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:26 2017 Page 2 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-9_hhMK3zlwxb3FhNFDKykgvmzulvr8p?UdJsCRyW AXF LOAD CASE(S) Standard 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:6-10=-10,1-3=-100,3-5=-20 Concentrated Loads(lb) Vert:4=-1749 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-2=-20,2-5=-100 Concentrated Loads(lb) Vert:4=-1749 r U WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 incorporatethis 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 a Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK. 712205438 170573 A01 Hip Girder 1 L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:31:37 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-M W M6101 KEY4552g N KdkFyXwdEa84hb2lgVLEfCyWAaq 2-0-0 7-0-0 12-10-9 18-7-7 24-6-0 28-0-1 31-6-0 _� 2-0-0 5-0-0 5-10-9 5-8-13 5-10-9 3-6-1 3=5-b Scale=1:54.9 NAILED - NAILED NAILED 4x7= 5x4 11 = 7.00 12 NAILED NAILED 1. NAILED NAILED 3x4= NAILED NAILED, 4x7 3 20 21 4 22 23 24 5 25 26 27 6 1.70 Ll2 n 11 5ll .1111 IN Jill 1111 ill 9 n 3.00 12 4x4= 5x12% 7 3x8 8 = I 2 <r t I^ 15 14 nn fln Li-lin fln nn nn fln nn rn 1111 28 29 30 13 31 32 33 12 34 35 36 11 37 10 38 9 6x6 2x4 It 4x4= NAILED NAILED 8x8= NAILED NAILED 3x4= NAILED NAILED 3x4=HTU26 5x5—_ HTU26 3x8 II NAILED NAILED NAILED HTU26 2 12-10-9 18-7-7 24-6-0 28-0-1_ 31-6-0 2-0-0 5-0-0 5-10-9 5 8-13 5-10-9 3-5-15 Plate Offsets(X Y)-- [1:0-1-4,0-3-01,[3:0-5-4,0-2-01,[6:0-5-4,0-2-01,(13:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.23 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.42 12-13 >894 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014TrPI2007 Matrix-MSH Weight:391 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. SLIDER Left 2x4 SP No.2 1-6-10 REACTIONS. (Ib/size) 1=2588/0-5-8,9=2822/0-5-8 Max Horz 1=121(LC7) Max Uplift 1=-1241(LC 8),9=-1341(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2602/1244,2-3=-5008/2462,3-4=-5709/2877,4-5=-5709/2877,5-6=-5675/2856, 6-7=-4754/2341,7-8=-4772/2319,8-9=-2520/1227 BOT CHORD 1-15=2194/4590,14-15=-2264/4703,13-14=-2074/4330,12-13=-2713/5675, 11-12=1 940/41213,10-11=2307/4834 WEBS 2-15=-645/401,2-14=-421/228,3-14=-444/1129,3-13=-808/1679,4-13=-640/461, 5-12=-701/482,6-12=-924/1890,6-11=333/894,7-11—818/420,7-10-1 483[750, 8-10=-2318/4816 NOTES- 1)2-plytruss to be connected togetherwith 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. 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=45ft;L=32ft;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 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 Qt=lb) 1=124119=1341. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 26-0-0 from the left end to 30-0-0 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. ontinijed on nine 2 Q WARNING-Verify.deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11--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 [wilding 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 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PI 712205438y Riverside Hms/Lemasters /JK 'J170573 A01 Hip Girder 1 2 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:31:37 2017 Page 2 I D:IzW BCHfN RyzW I W zTfGxueDydQZK-MwM6I01 KEY4552gN KdkFyXwdEa84hb2lgV LEfCyWAaq NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 Ib down and 312 Ib up at 7-0-0 on top chord,and 307 Ib down and 174 Ib up at 6-9-14,and 388 Ib down and 211 Ib up at 7-2-2 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(pit) Vert:1-2=-54,2-3=-54,3-6=-54,6-7=-54,7-8=-54,9-16=-20 Concentrated Loads(lb) Vert:3=-1 15(B)6=-103(B)14=-388(B)11=-74(B)10=-234(B)20=-103(B)21=-103(8)22=-103(B)23=-103(B)24=-103(B)25=-103(B)26=-103(B)27=-103(B) 28=-307(B)29=-74(B)30=-74(B)31=-74(B)32=-74(B)33=-74(B)34=-74(6)35=-74(B)36=-74(B)37=-234(B)38=-234(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI/-7473 rev.1010312015 BEFORE USE. ' Design valid for use only with MiTek®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 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,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. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205439 IJ170573 A02 Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:31:45 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-7Tr8_mOLL05y2H HvoJt7GDFxGogSZ6PTgl HfxkyWAai 2-0-0 9-0-0 15-9-0 22-6-0 28-0-1 31-6-0 1. 2-0-0 ' 7-0-0 6-9-0 6-9-0 5-6-1 3-5-15 Scale=1:55.4 4x10= 1.5x4 11 4x7= 7.00 F12 3 19 20 4 21 22 5 1.7012 3.00 12 18 23 4x4= m 5x12 6 3x8= m 7 u 2 � 1E DI i3 12 11 10 9 8 5x5 11 1.5x4 11 4x4= 5x8= 3x4= 3x8= 3x6 ll 2-0-0 9-0-0 15-9-0 22-6-0 28-0-1 31-6-0 2-0-0 7-0-0 6-9-0 6-9-0 5-6-1 3-5-15 Plate Offsets(X,Y)-- r1:0-2-0,0-0-31,r3:0-7-8,0-2-01,r5:0-5-4,0-2-4),19:0-3-8,0-1-8),[11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.13 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.35 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:173 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1160/0-5-8,8=1160/0-5-8 Max Horz 1=157(LC 11) Max Uplift 1=-417(LC 12),8=417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-842/380,2-3=-1867/810,3-4=-1876/929,4-5=-1876/929,5-6=-1812/813, 6-7=-1936/851,7-8=-1117/527 BOT CHORD 1-13=-1 106/2440,12-13=-1134/2453,11-12=-652/1541,10-11=-634/1513, 9-10=-88911962 WEBS 2-12=-968/487,3-12=-31/390,3-11=-1 93/527,4-11=413/279,5-11=-207/548, 5-10=-53/372,6-10=-504/282,6-9=-697/379,7-9=-879/2002 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=321t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 26-11-7,Interior(1)26-11-7 to 28-0-1 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 to uplift at joint(s)except Qt=1b) 1=417,8=417. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/033015 BEFORE USE Design valid for use only with MllekO 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 OW 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 4 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205440 4J170573 A03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:31:52 2017 Page 1 I D:IzW BCHf NRyzW I W zTfGxxeDydQZK-QpmnS9Uki9zzOM KFi HVm3i29rdCfiKJVHLUXhgyW Aab 2-0-0 6-6-0 11-0-0 15-9-0 20-6-0 28-0-1 31-6-0 2-0-0 4-6-0 4-6-0 4-9-0 4-9-0 7-6-1 3-5-15 Scale=1:55.6 4x4= 3x4= 5x5= 4 18 5 19 6 7.00112 4x4 i 3 20 1.70 12 3.00 12 m 5x5= `9 5x12= 7 .3x8= T 8 C l 2 Io , 13 12 21 22 11 10 9 4x.7 11 3x4= 5x8= 5x10= 3x8= 3x6 I I 2-0-0 11-0-0 20-6-0 28-0-1 31-6-0 2-0-0 9-0-0 9-6-0 7-8-1 3-5-15 Plate Offsets(X,Y)-- (1:0-3-8,Edge),(6:0-2-8,0-2-11,(10:0-3-8,0-1-81,[11:0-3-0,0-3-41,(12:0-4-0,0-3-01 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 0.86 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.53 12-13 >707 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 9 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:178 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, 6-7:2X4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E`Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9x4 2x4 .2 No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7 WEBS 2x4 No.2 be installed during truss erection,in accordance with Stabilizer 2x i Installation guide. REACTIONS. (Ib/size) 1=1160/0-5-8,9=1160/0-5-8 Max Horz 1=191(LC 11) Max Uplift 1=-417(LC 12),9=-417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2604/1031,2-3=-2987/1245,3-4=-1673/777,4-5=-1388f724,5-6=-1371/728, 6-7=-1 701/748,7-8=-1979/862,8-9=-1127/520 BOTCHORD 1-13=-1058/2541,12-13=-789/1746,11-12=-620/1480,10-11=904/2007 WEBS 2-13=-954/498,3-12=-483/303,4-12=-2271590,5-12=-258/132,5-11=-299/123, 6-11=-131/517,7-11=-692/373,7-10=-694/392,8-10=-903/2066,3-13=-383/1048 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=32ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-0-0,Exterior(2)11-0-0 to 24-11-7,Interior(1)24-11-7 to 28-0-1 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 lb uplift at joint(s)except(jt=lb) 1=417,9--417. ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mtl-EKREFERANCE 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* 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,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 Hms/Lemasters /JK T12205441 J170573 A04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:31:58 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-Fz72iCYVH?k66HnP3YcAlzl BH 1 K76_ZOfGxruUyW AaV 2-0-0 6-10-8 13-0.0 15-9-0 18-6-0 22-7-2 28-0-1 31-6-0 2-0-0 6-10-8 4-1-8 2-9-0 2-9 0 4-1-2 5-4-15 3 5-15 Scale=1:55.6 6x6 i 5x8 M18SHS= 1.5x4// 1.5x4\\ 4 22 5 6 23 7 7.0D 12 4x4 i 4x4 3 8 17 16 2x4 2x4 II 1.7012 M n 3,00 12 r 5x5= 5x12% 9 3x8= 10 1 2 0 I� 15 14 24 25 13 12 11 6x6 11 3x5— 5x8= 6x6= 4x10= 3x6 II 2-0-0 , 10-8-0 13-0-0 18-6-0 20-10-0 , 28-0-1 31-6-0 2-0-0 8-8-0 2-4-0 5:6-0 2-4-0 7-2-1 3-5-15 Plate Offsets(X Y)-- f1:0-3-0 0-0-31 f4:0-3-8 0-2-81 f7:0-5-0 0-1-121 f13:0-3-0 Edgel,f14:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.44 13-14 >854 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.91 13-14 >413 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 , Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:181 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 2-4,4-7:2x4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS- 2x4 SP No.2 JOINTS 1 Brace at Jt(s):16,17 SLIDER Left 2x4 SP No.2 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=1160/0-5-8,11=1160/0-5-8 Max Horz 1=224(LC 11) Max Uplift 1=-417(LC 12),11=-417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2647/1074,2-3=-3085/1346,3-4=-1 726/833,4-5=-1488[776,5-6=-1180/666, 6-7=-1 447f761,7-8=-1671/810,8-9=-2377/1083,9-10=-1 933/813,10-11=-1114/507 BOT CHORD 1-15=-1101/2665,14-15=-657/1673,13-14=-442/12i7,12-13=-613/1500 WEBS 3-14=-421/298,2-15=-1 171/641,8-13.398/281,9-12=-1128/596,10-12=-835/1994, 8-12=-343/681,3-15=-585/1336,14-16=-254[744,5-16=-160/537,6-17=-137/474, 13-17=-223/675,4-16=-125/267,7-17=-116/272 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=3211;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 13-0-0,Exterior(2)13-0-0 to 22-8-12,Interior(1)22-8-12 to 28-0-1 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 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,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=417,11=417. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.101=015 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,deilvery,erection and bracing of trusses and truss systems,seeANSIJTP11 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 Hms/Lemasters /JK T12205442 �J170573 A05 Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:05 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-XJ2hAbeue9c6SMp)zW Ep4R4Nzsj5FD KPGs7jeayW AaO 16-6-0 2-0-0 8-10-8 15-0-0 1 -9 22-7-2 28-0-1 31-6-0 2-0-0 6-10-8 6-1-8 -9- 6-1-2 5-4-15 3-5-15 0-9-0 Scale:3/16°=1' 36\\ 3x5 3x4 i 3x6 4 56 7 7.00 12 1 4x4 i 20 2 4x4 3 8 1.70 12 m aD. 3.00 f 12 5x5= 5xi2 9 3x8= 10 1 2 11 15 14 22 23 13 12 11 3x4= 5x8= 6x6= 4x10= 2x5 11 6x6 I I 2-0-0 10-8-0 20-10-0 28-0-1 31-6-0 2-0-0 8-8-0 10-2-0 7-2-1 3-5-15 Plate Offsets(X,Y)-- [1:0-3-0,0-0-31,[4:0-1-6,Edge),f7:0-3-0,0-0-4f,f13:0-3-O,Edge),[14:0-4-0,0-3-4) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.36 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.68 13-14 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, 2-4:2x4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1160/0-5-8,11=1160/0-5-8 Max Horz 1=257(LC 11) Max Uplift 1=-417(LC 12),11=-417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2--,-2605/1013,2-3=-3020/1267,3-4=-1807/824,4-5=-1602/777,5-6=-1 167/607, 6-7=-1563/764,7-8=-1757/807,8-9=-2318/1019,9-10=-1916/773,10-11=-1113/490 BOT CHORD 1-15=-1026/2630,14-15=-640/1725,13-14=-336/1091,12-13=-603/1536 WEBS 2-15=-1129/590,3-14=-548/363,5-14=-338/910,6-13=-314/846,8-13=-532/351, 9-12=-106b/548,10-12=-788/1969,8-12=-296/598,3-15=-526/1255 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=32ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 15-0-0,Exterior(2)15-0-0 to 16-6-0,Interior(1)20-11-7 to 28-0-1 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=IO.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=417,11=417. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE 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 M01T 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/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 Hms/Lemasters /JK JT12205443170573 A06 Roof Special 5 1 � Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:10 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-uGraEJhl ThEPY7iim3p_nVnFgtQJwVr9Q8rU KoyW AaJ 2-0-0 8-10-8 15-9-022-7-2 28-0-1 1 31-6-0 2-0-0 6-10-8 6-10-8 6-10-2 5-4-15 3-5-15 Scale=1:58.6 5x5= 4 7.00 F12 17 18 4x4 i 4x4 3 5 1.70 Ll2 3.00 12 4x4= 5x12% 6 3x8= 7 2 1c, 1 c, 12 11 19 20 10 9 8 6x6 II 3x4= 5x8= 6x6= 4x10= 2x5 11 2-0-0 10-8-0 20.10-0 28-0-1 31-6-0 2-0-0 8-8-0 10-2-0 7-2-1 3-5 15 Plate Offsets(X,Y)-- [1:0-3-0,0-0-31,[10:0-3-0,Edge],[11:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.35 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.66 10-1.1 >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:179 Ib FT=20% , LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 2-4:2x4 SP 225OF 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 7-11-11 oc bracing:1-12. SLIDER Left 2x4 SP No.2 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) 1=1160/0-5-8,8=1160/0-5-8 Max Horz 1=269(LC 11) Max Uplift 1=-417(LC 12),8—417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2595/975,2-3=-3048/1220,3-4=-1858/804,4-5=-1808/789,5-6=-2323/982, 6-7=-1913/745,7-8=-1113/476 BOT CHORD 11-12=-981/2624,11_12=-607/1736,10-11=-306/1093,9-10=-585/1544 WEBS 2-12=-1 121/566,3-11=-574/364,4-11=-337/926,4-10—313/863,5-10=556/352, 6-9=-1056/526;7-9=-758/1964,3-12=-502/1237,5-9=281/579 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=32ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 15-9-0,Exterior(2)15-9-0 to 18-10-13,Intedor(1)28-0-1 to 31-4-4 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)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 Qt=1b) 1=417,8=417. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 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 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom 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 Hms/Lemasters /JK 712205444 .J170573 A07 Roof Special Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:14 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-n2553glXW wlrl k?U?vuwyLy4zUvZsQfkLmpiTZyW AaF 2-0-010-0-0 2-0-0 8-0-0 Scale=1:28.4 7 2x4 7.00 F12 6 5 3.00 ri2 4 5x5 i 2 0 v 1Li Ll 6 2x5 11 10 9 8 10-0-0 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.07 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matfix-SH Weight:49 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. 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 10-0-0. (lb)- Max Horz 1=234(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s)1,8,9,10,11 Max Grav All reactions 250 Ib or less at joint(s)1,8,9,10,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-345/323,2-4=-301/295,4-5=-260/262 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)1-1-3 to 2-3-11,Exterior(2)2-3-11 to 9-10-4 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)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. 3)All plates are 1.524 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 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)1,8,9,10,11. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top andfor bottom chord. ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE 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 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 Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Piafe Institute,218 N.Lee Street,Suite 312 Alexandra VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PlyRiversideHms/Lemasters /JK /170573 601 Roof Special Girder 1 1 T12205445 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:19 2017 Page 1 ID:IzW BCHfN RyzW I W zTfGxxeDydQZK-7?u_60ogLSN77VuRoS U5fOftuVXOXfmTU 1 W S8myW AaA 2-0-0 5-0-0 9-0-0 13-0-0 ,_ 16-0-0 18-0-0 1 2-0-0 3-0-0 4-0-0 4-0-0 3-0-0 2-0-0 Scale=1:31.3 NAILED 7.00 F12 4x4= NAILED NAILED 3x4= NAILED 44= 3 20 21 22 4 23 24 25 5 3.00 FIT 5x12 5x12 Z- 6 2 1 7 w l 1c?6 11 26 10 27 28 29 30 9 31 B 5x5 11 1.5x4 II 4x10= NAILED NAILED NAILED NAILED 4x10= 1.5x4 11 5x5 1 NAILED NAILED 2-0-0 5-0-0 13-0-0 16-0-0 16-0-0 2-0-0 3-0-0 8-0-0 3-0-0 2-0-0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,[7:0-2-0,0-3-111 LOADING (psf) SPACING- 2-0-0 CSI.- DEFL. 'in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.31 9-10 >702 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 7-3-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1302/0-5-8,7=1302/0-5-8 Max Harz 1=-58(LC 6) Max Uplift 1=613(LC 8),7=-613(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1102/521,2-3=-2498/1213,3-4=-2230/1119,4-5=-2230/1119,5-6=-2498/1213, 6-7=-1 102/521 BOT CHORD 1-11=-1206/2513,10-11=-1227/2553,9-10=-1 24012493,8-9=-1227/2553,7-8=-1206/2513 WEBS 2-11=-255/134,2-10.433/247,3-10=-353/899,4-10—343/255,4-9=-343/255, 5-9=-353/899,6-9=-433/247,6-8=-255/134 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=613,7=613. 7)"NAILED"indicates 3-1 od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)193 Ib down and 312 Ib up at 5-0-0,and 193 ib down and 312 Ib up at 13-0-0 on top chord,and 180 Ib down and 105 Ib up at 5-2-2,and 180 Ib down and 105 Ib up at 12-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,12-16=-20 Q 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 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 reciulied for stability and to prevent collapse wilh 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 Hms/Lemasters /JK J170573 B01 Roof Special Girder 1 1 T12205445 Job Reference optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:19 2017 Page 2 ID:IzWBCHfNRyzWIWzTfGlaeDydQZK-7?u_60ogLSN77VuRoSU5fOftuVXOXfmTU1 WSSmyWAaA LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-121(F)5=-121(F)10=-1 80(F)9=-180(F)21=-54(F)22=-54(F)23=-54(F)24=-54(F)26=-129(F)27=-49(F)28=49(F)-29=49(17)30=-49(F)31=-129(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/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 Hms/Lemasters /JK 712205446 }J170573 B02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:24 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-UzitA5spA??QDHmPa?4GMSNmD W 12CwYCeJ EDp_yWAa5 2-0-0 7-0-0 11-0-0 16-0-0 18-0-0 2-0-0 5-0-0 4-0-0 5-0-0 2-0-0 Scale=1:33.3 5x5= 5x5= 3 21 22 4 7.00 F12 3.00 F12 20 23 CP 5x12 5 5x12 zz� a 2 1 6 Cb TC 16 11 9 8 7 3x5 11 1.5x4 11 4x410 3x4= 4x4= 1.5x4 11 3x5 11 2-0-0 5-2-12 9-0-0 12-9-4 16-0-0 18-0-0� 2-0-0 3-2-12 3-9-4 3-9-4 3-2-12 2-0-0 Plate Offsets(X Y)-- [1:0-2-0 0-0-31 [3:0-2-8,0-2-11,[4:0-2-8,0-2-11,[6:0-2-0,0-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:97 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed dudrig truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=67/0-3-8,6=421/0-5-8,10=844/0-5-8 Max Horz 1=91(LC 11) Max Uplift 1=-27(LC 8),6 149(LC 12),10=-313(LC 12) Max Grav 1=101(LC 21),6=425(LC 22),10=844(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or fess except when shown. TOP CHORD 2-3=-130/364,4-5=-541/232,5-6=-314/144 BOT CHORD 8-9=-78/317,7-8=-356/801,6-7=-346/795 WEBS 2-10=360/225,3-10=-738/363,3-9=-114/322,5-8=-439/263 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;11=251t;B=45ft;L=24111;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 14-0-0,Interior(1)14-0-0 to 16-0-0 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)1 except Qt=1b) 6=149,10=313. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE MO-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 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/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 Hms/Lemasters /JK 712205447 J170573 B03 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:29 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-gwVmDowy_XdjK2fMNYfR3V4e9XxXt9mynbx__VByWAaO 2-0-0 5-2-12 9-0-0 12-9-4 , 16-0-0 18-0-0 2-0-0 3-2-12 3-9-4 3-9-4 3-2-12 2-0-0 Scale=1:33.7 5x5= 4 7.00 12 1.5x4 I1 20 21 1.5x4 11 3 5 3.00 F,2 5x12 5x12 zz 2 6 1 7 IT 11 i0 4x10= 9 8 3x5 11 1.5x4 11 4x10= 1.5x4 11 3x5 2-0-0 5-2-12- 12-9-4 16-0-0 18-0-0 J 22 0-0 3-2-12 7-6-8 3-2-12 2-0-0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,(7:0-2-00-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.06 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.15 9-10 >982 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:99 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=79/0-3-8,7=420/0-5-8,10=833/0-5-8 Max Horz 1=-123(LC 10) Max Uplift 1=-34(LC 8),7=-143(LC 12),10=-325(LC 12) MaxGrav 1=111(LC 21),7=420(LC 1),10=833(LC 1) - .FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-653/315,5-6=-570/214,6-7==351/156 BOT CHORD 8-9=-294/733,7-8=-290/727 WEBS 4-9=-247/593,5-9=-269/198,6-9=-274/181,4-10=-538/213,3-10=272/199 NOTES- i 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=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)16-0-0 to 18-0-0 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)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)1 except Qt=1b) 7=143,10=325. Q 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 anIndividual 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 Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205448 `J170573 B04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:33 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-jikH3AzS2m88pfy7cOkNDLEHnBlxp?OXiDvCdyyW AZy 2-0-0 5-2-12 8-2-8 9-9-8 12-9-4 16.0-0 18-0-0 2-0 0 3-2-12 2-11-12 1-7-0 2-11-12 3-2-12 Scale=1:33.3 5x5= 5x5= 4 5 7.00 12 1.5x4 II 1.5x4 II 3 6 3.00 FIT m v 5x12 5x12= 2 7 1 8 HU 6 I 12 21 22 10 9 3x6 11 1.5x4 11 4x10 1 4x10= 1.5x4 11 3x6 I 2-0-0 5-2-12 12-9-4 16-0-0 18-0 0 2-0-0 3-2-12 7-6-8 3-2-12 2-0-0 Plate Offsets(X Y)-- [1:0-3-0,0-0-31,f4:0-3-0,0-2-41,[5:0-3-0,0-2-41 [8:0-3-0,0-5-111 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 0.33 Vert(LL) -0.0710-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.18 10-11 >838 180 BCLL 0.0 Rep Stress IncrYES WB 0.13 Horz(TL) 0.00 -8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP K1o.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=29?/0-3-8,8=509/0-5-8,11=531/0-5-8 Max Horz 1=-113(LC 10) Max Uplift 1=94(LC 12),8=-178(LC 12),11=207(LC 12) Max Grav 1=296(LC 18),8=513(LC 18),11=583(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-593/264,2-3=-452/134,3-4=-397/216,4-5=-403/256,5-6=-902/432,6-7=-838/316, 7-8=-.1 073/439 BOT CHORD 1-12=-205/421,11-12=-205/421,9-10=388/920,B-9=-388/920 WEBS 2-11=-319/200,5-10=-259/634,6-10=-307/216,7-10=396/226 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=42psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 8-2-8,Exterior(2)8-2-8 to 9-9-8,Interior(1)12-9-4 to 16-1-12 zone;cantilever left and right exposed;end vertical lett 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)1 except Qt=1b) 8=178,11=207. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEIVREFERANCE PAGE 11,1II-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 Hms/Lemasters /JK T12205449 �J170573 B05 Roof Special 1 1' Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:39 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-Ys6YJD2DdcuIXaQHzfrnScULYZQjDjKQ59MWgcyWAZs 2-0-0 6-2-8 9-0-0 11-9-8 16-0-0 18-0-0 2-0-0 4.2-8 2-9-8 2-9-8 4-2-8 2-0-0 Scale=1:33.2 5x5= 1.5x4 11 5x5= 7.00 F12 3 4 5 3.00 FIT 5x12% 21 22 ,r, 5x12 z:� 6 � 2 10 1 7 I6 12 10 9 8 3x5 11.5x4 I I 4x4 1i 3x8= 4x4= 1.5x4'I I 3x5 11 2-0-0 5-2-12 9-0-0 12-9-4 16-0-0 18-0-0 2-0-0 3-2-12 3-9-4 3-9-4 3-2-12 2-0-0 i i Plate Offsets(X,Y)— f1:0-2-0,0-0-31,f3:0-2-8,0-2-11,[5:0-2-8,0-2-11,[7:0-2-0,0-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 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 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=51/0-3-8,7=414/0-5-8,11=867/0-5-8 Max Horz 1=-78(LC 10) Max Uplift 1=-31(LC 22),7=-147(LC 12),11=318(LC 12) Max Grav 1=83(LC 21),7=422(LC 22),11=867(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 351368,3-4=-252/172,4-5=-252/172,5-6=-545/234,6-7=-324/156 BOT CHORD 9-10=-102/367,8-9=-336[776,7-8=-328/772 WEBS 2-11=306/190,3-11=-735/365,3-10=-192/464,6-9=381/229 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)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-2-8,Exterior(2)6-2-8 to 14-9-8,Interior(1)14-9-8 to 16-0-0 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)1 except(jt=1b) 7=147,11=318. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIf•EK REFERANCE PAGE MII-7473 rev.10/03!1015 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,seeANSWI 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 Hms/Lemasters /JK TI220WO J170573 B06 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:45 2017 Page 1 I D:IzW BCHfNRyzW IVVzTfGxxeDydQZK-M?TpaH7_DSeRFVtRJvyBitkKk_KBdOsIT4pr2GyWAZm 2-0-0 4-2-8 9-0-0 13-9-8 16-0-0 18-0-0 2-0-0 2-2-8 4-9-8 4-9-8 2-2-8 2-0-0 Scale=1:31.2 4x10= NAILED 7.00 F12 1.5x4 II NAILED 4x10= 3 20 4 21 22 23 5 :j;er� 6 4x4 2 n t 7 rG I� 0 13 12 10 24 9 25 8 4x4—_ 2x4 I I 3x5= 11 410= HTU26 3x5= HTU26 2x4 11 4x4— NAILED 2-0-0 4-2-8 5-0-0 9-0-0 13-9-8 16-0-0 18-0-0 2-0-0 2-2-8 0-9-8 4-0-0 4-9-8 2-2-8 2-0-0 Plate Offsets(X Y)-- f1:0-0-12 0-2-3) f3:0-7-8 0-2-01 f5:0-7-8 0-2-01 f7:0-0-12 0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 Rep Stress incr NO WB 0.35 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=78/0-3-8,7=89710-5-8,11=1168/0-5-8 Max Horz 1=-44(LC 6) Max Uplift 1=-93(LC 25),7=-427(LC 8),11=-525(LC 4) Max Grav 1=152(LC 13),7=899(LC 18),11=1168(LC 1) FORCES. (lb)-Max.,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-181/391,3-4=-1048/555,4-5=-1048/555,5-6=-1 654/803,6-7=-1597/782 BOT CHORD 11-12=380/212,10-11=-380/212,9-10=-689/1477,8-9=-77011591,7-8=-738/1522 WEBS 2-13=-1 15/282,2-12=-395/192,3-12=-995/514,3-10=-782/1562,4-10=-316/256, 5-10=-480/254,5-9=-339!765,6-8=-398/183 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);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)1 except(jt=1b) 7=427,11=525. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-14dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 4-3-8 oc max starting at 11-0-12 from the left end to 15-4-4 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 Ib down and 28 Ib up at 11-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) 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 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 WOW 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,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 Hms/Lemasters /JK T12205450 J170573 B06 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:45 2017 Page 2 I D:IzW BCHfNRyzW I WzTfGbteDydQZK-M?TpaH7_DSeRFVtRJvyBitkKk_KBdOsIT4pr2GyW AZm LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-54,2-3=54,3-5=-54,5-6=-54,6-7=-54,14-17=-20 Concentrated Loads(lb) Vert:9=-39(B)21=-35(6)23=35(B)24=-446(B)25=-256(B) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MRWK 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 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 e Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205451 J170573 C01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:49 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-Fni KPeAV Hg9tj6BCY107sjv3LbpJZGpu0in2B 1 yW AZi 2-0-02-7-0 4-2-8 2-0-0 0-7-0 1-7-8 7.00 V2 4 1.5x4 11 Scale=1:10.5 3 4x7 5x5= 3.00 12 2 1 cc 6 11 12 5 3x4= NAILED 3x4= 3x5 11 2-0-02-7-0 4-2-8 2.0-0 0-7-0 1-7-8 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31,[2:0-5-4,0-2-01,(3:0-2-8,0-2-11 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 0.16 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014[TP]2007 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 cc 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 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=221/0-5-8,5=276/Mechanical Max Horz 1=57(LC 7) Max Uplift 1=-109(LC 4),5=-163(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-416/234,2-3=-509/301 BOT CHORD 1-6=-235/404 WEBS 3-6=-263/439 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. 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)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(jt=1b) 1=109,5=163. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 Ib down and 86 Ib up at 2-7-0 on top chord,and 104 Ib down and 98 Ib up at 2-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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:1-2=-54,2-3=-54,3-4=-54,5-7=-20 Concentrated Loads(lb) Vert:3=-1 1(B)11=-81(B)12=-104(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE Mg-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.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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihde,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply RiversideHms/Lemasters /JK T12205452 J170573 CO2 Monopitch Girder 1 1 . Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:54 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-ckW DTLEd5DnAqu3ALIcIZncxFcW?EW BdX_VpsEyWAZd 2-0-0 4-2-8 2-0-0 2-2-8 Scale=1:15.3 3 7.00 Fi2 1.5x4 II 3.00 12 4x4 2 1 HTU265�4 4 I 10 HTU26 5x5= 3x4= 200 428 2-0-0 2-2-8 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(fL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:23 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 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=470/0-5-8,4=427/Mechanical Max Horz 1=96(LC7) Max Uplift 1=-202(LC 8),4=-189(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-740/320 BOT CHORD 1-5=-321[702,4-5=-293/640 WEBS 2-5=-162/353,2-4=-690/331 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=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)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 Qt=1b) 1=202,4=189. 6)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 0-9-4 oc max. starting at 1-6-0 from the left end to 2-3-4 to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:9=-298(F)10=-298(F) Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE Design valid for use only with MTek®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 g' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addifional 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 Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205453 J170573 D01 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:32:58 2017 Page 1 ID:IzW BCHfNRyzWlWzTfGxxeDydQZK-UVlkljH89RHbIVNxa8hEkdnaW DtnALQDScT1?OyWAZZ 5-6-0 11-0-0 5-6-0 5-6-0 Scale=1:18.1 4x4= 3.00 12 3 16 17 3x4 15 18 4 3x4 2 , 1 5 of Ll II d 6 3x5 11 1.5x4 11 3x5 11 L 5-6-0 5-9-4 11-0-0 5-6-0 3- 5-2-12 Plate Offsets(X,Y)-- (1:0-2-0,0-0-31,(5:0-3-6,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.05 6-13 .>999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:42 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=318/Mechanical,5=318/0-3-8,6=178/0-5-8 Max Horz 1=-21(LC 10) Max Uplift 1=135(LC 8),5=-137(LC 9),6=-23(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD ' 1-3=460/360,21-5=460/360 BOT CHORD 1-6=-296/437,5-6=-2961437 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=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 5-6-0,Exterior(2)5-6-0 to 8-6-0 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) 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)6 except Qt=1b) 1=135,5=137. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 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 bullding designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 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 RiversideHms/Lemasters /JK � T12205454 J170573 D02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:03 2017 Page 1 I D:IzW BCHf NRyzW l W zTfGxxeDydQZK-rTYdLQLH_wuPGFuNhGPRgUP_EbBrbHyctAohDyW AZU 5-6-0 11-1-8 5-6-0 5-7-8 Scale=1:18.6 4x4= 3.00 12 2 I 8 9 7 10 3x5 1 3 b o 5 4 4x10= 8x8 6 1.5x4 II 5-6-0 11-1-8 5-6-0 5-7-8 Plate Offsets(X,Y)-- f4:0-1-11,0-0-71,[4:0-2-12,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Od PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:53 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=401/0-3-8,4=401/Mechanical Max Horz 6=-49(LC 10) Max Uplift 6=-144(LC 12),4=-144(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6751368,2-3=-676/367,1-6=-350/250,3-4=-348/250 WEBS 1-5=-194/436,3-5=-182/414 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)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-6-0,Exterior(2)5-6-0 to 8-6-0 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) 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(jt=1b) 6=144,4=144. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE 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'ek• 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 16luallty 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 f Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK T12205455 J170573 D03 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:07 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-jEo8BoOn7 CQJutZgcXLMbWf6DrzBnQ6YXV8?q_yWAZQ 5-6-0 11-1-8 5-6-0 5-7-8 Scale=1:18.3 4x4= 3.00 FIT 3 16 17 18 3x4% 15 2 4 3x4 1 5 N aD O 6 1.5x4 11 3x5 11 3x5 11 5-6-0 11-1-8 5-6-0 5.7-8 Plate Offsets(X,Y)-- [1:0-2-0,0-0-31,[5:0-3-4,0-0-111 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) -0.03 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6-13 >999 180 BCLL 0.0 Rep Stress[nor YES WB. 0.05 HOfz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:42 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 9-7-8 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=412/0-3-8,5=412/Mechanical Max Horz 1=23(LC 9) Max Uplift 1=-148(LC 12),5=-148(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-735/428,3-5=-734/426 BOT CHORD 1-6=-359/701,5-6=-359/701 NOTES- 1)Unbalanced root 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. 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 5-6-0,Exterior(2)5-6-0 to 8-6-0 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)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(jt=1b) 1=148,5=148. ®WARNING-Verity design parameters end 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 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 Hms/Lemasters /JK T12205456 *J170573 D04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc, Fri Oct 6 09:33:11 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-c01 e t AR15RwIMVsRgN PI IMpkuTDsj DD7R77DziyW AZM 5-6-07-0-0 5-6-0 1-6-0 44= Scale=1:14.9 3 1.5x4 11 3.0012 4 12 3x4-�: 11 2 1 co Ll 65 1.5x4 11 3x5 II 1.5x4 11 3-6-0 5-6-0 7-0-0 3-6-0 2-0-0 ZRO-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 6-9 >454 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.35 6-9 >234 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 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 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=254/0-5-8,5=254/Mechanical Max Harz 1=72(LC 11) Max Uplift 1=-99(LC 8),5=-92(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-485/176 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;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-0,Exterior(2)5-6-0 to 6-10-4 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 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)1,5. ®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 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 wllh 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 Hms/Lemasters /JK 712205457 J170573 D05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:15 2017 Page 1 ID:IzW BCHfNRyzW IWzTfGxxeDydQZK-UnH9tXUo9gQBr6AC3DUEwC_Vp4jZf1 pjM15Q6XyWAZI 2 -5- -0-0 34 7-0-0 2-0-0 1-5-4 3-6-12 Scale=1:14.5 4x4= 3x4 7.00 F12 3 12 4 3.00,12 4x7 2 1 7 63x8= 5 1.5x4 II 3x5 II 1.5x4 II 20-0 3-5-4 7-0-0 Y0-0 1-5-4 3-6-12 Plate Offsets(X,Y)— f1:0-2-0,0-0-31,f2:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) - 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:37 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 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 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=254/0-5-8,5=254/Mechanical Max Horz 1=82(LC 11) Max Uplift 1=-90(LC 12),5=-124(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-304/221,3-4=-251/205 BOT CHORD 1-7=-298/404,6-7=-301/405 WEBS 4-6=-202/282 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=24fh eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterjor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 3-5=4,Exterior(2)3-5-4 to 6-10-4 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 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)1 except(jt=lb) 5=124. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIFEK 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 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' Is always required for stability and to prevent collapse with 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 BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qry Ply Riverside Hms/Lemasters /JK s T12205458 J170573 D06 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:19 2017 Page 1 I D:IzW BCHtN RyzW I W zTfGxxeDydQZK-NYW givXJ DuxdKjTzl2ZA428AQh3mbq_JH N3eFlyW AZE 2-0-0 5-5-4 7-0-0 2-0-03-5-4 1-6-12 Scale=1:20.5 5x5= 1.5x4 11 3 4 7.00 12 LJ 3.00 F12 4x7 2 1 6 3x4= 5 3x5 11 3x4= 2-0 0 7-0-0 2-0-0 5-0-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31,12:0-5-4,0-2-01,13:0-2-8,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 5-6 >971 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 1 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=254/0-5-8,5=254/Mechanical Max Harz 1=140(LC11) Max Uplift 1=-86(LC 12),5=-1 12(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-491/240,2-3=-626/351 BOT CHORD 1-6=-304/558 WEBS 2-6=-3341251,3-6=-278/553 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 5-5-4,Extedor(2)5-5-4 to 6-10-4 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 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 alive 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)1 except Qt=lb) 5=112. WARNING-Vero design parameters and READ NOTES ON THIS AND INCLUDEDMITEKREFERANCE 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 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 fabrfcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCS]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 Pl712205459 y Riverside /JK �J170573 D07 Half Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:23 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-FJmBYGapG7R2oLnkXud6FuJr71QTXcNuC?I r03yWAZA 2-0-0 6-2-6 7-0.0 , 2-0-0 4-2-6 0-9-10 Scale=1:22.6 3x4= 3x4 I I 3 4 7.00 FI-2 3.00 F,2 5x12 2 1 6 5 3x5 I I f.5x4 11 4x4= 2-0-0 7-0-0 2-0-0 5-0-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31,(3:0-2-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:37 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 9-3-9 oc bracing. SLIDER Left 2x4 SP No.2 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=254/0-5-8,5=254/Mechanical Max Horz 1=162(LC 11) Max Uplift 1=-84(LC 12),5=-106(LC 9) Max Grav 1=254(LC 1),5=262(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-367/589,5-6=-385/590 WEBS 2-5=-499/322 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)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-2-6,Extedor(2)6-2-6 to 6-10-4 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) 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)1 except Qt=1b) 5=106. A 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 vedfy 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,dellvery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instifute,218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205460 J170573 E01 Monopitch Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MjTek Industries,Inc. Fri Oct 6 09:33:27 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGbceDydQZK-85?hOedKKLxUHy4W mkj2PkUOmvg2TSmU7c?3XgyW AZ6 7-9-8 -- r 7-9-8 Scale=1:14.9 = 1.70 F12 2 4x10 W 4x4= I� • 0 NA 7 8 9 3 HTU26 HTU26 HTU26 3x5 HTU26 8xB= -2- 7-9-8 2• 7-7-0 Plate Offsets(X,Y)-- [1:0-0-0,0-4-71,[3:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.20 3-6 >441 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.40 3-6 >218 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:33 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 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x6.SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=932/0-3-8,3=1126/0-3-8 Max Horz 1=84(LC 5) Max Uplift 1=400(LC 4),3=-487(LC 5) 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=24fh 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 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)Bearing at joint(s)3 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=400,3=487. 6)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-2-4 oc max. starting at 1-0-0 from the left end to 7-2-4 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with,lumber. 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:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:3=383(F)7=-381(F)8=-381(F)9=-381(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 Hms/Lemasters /JK T12205461 J170573 E02 Monopitch 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:32 2017 Page 1 I D:IzW BC Hf NRyzW I W zTfGxxeDydQZK-U2paRLhT9uZmOjzTZH ID6nBJAwSL8j?DH uigC 1 yWAZ1 7-9-8 7-9-8 Scale=1:14.9 = 1.70 F12 3 4x10 12 3x4= 11 2 1 °' 4x4= 0 Io 4 1.5x4= 5x5 I I p_ 7.9.8 p_ 7.7.0 Plate Offsets(X,Y)— (1:0-3-4,0-1-91 LOADING_(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.15 4-9 >580 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.27 4-9 >324 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014[TP12007 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. OTHERS 2x6 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=280/0-3-8,4=252/0-3-8 Max Horz 1=84(LC 9) Max Uplift 1=-145(LC 8),4.144(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)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. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(l)3-0-0 to 7-2-4 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)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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=145,4=144. r Q 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 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 fabricatlort 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 Hms/Lemasters /JK � 712205462 J170573 E03 Monopitch 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:33:36 2017 Page 1 I D:IzW BCHf N RyzW I WzTfGxxeDydQZK-Np25HjkzC64CsLH Eo7M9Gd L_BYpG4X_pBW g 1 KpyWAYz 7-4-0 7-4-0 Scale=1:13.6 1.5x4 II 1.70 F12 3 12 3x4= 11 2 1 . 4 5x5 II 1.5x4 11 ' ))I Z8 7-4-0 -2- 7-1-8 Plate Offsets(X,Y)-- f1:0-3-4,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.15 4-9 >576 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.27 4-9 >324 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:27 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) 4=252/Mechanical,1=280/0-3-8 Max Horz 1=84(LC 9) Max Uplift 4=-144(LC 9),1=-1 45(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-265/43 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-4 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 100 Ib uplift at joint(s)except Qt=1b) 4=144,1=145. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MOJ473 rev.10/0312015 BEFORE USE. � Design valid for use only with MTek®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 orgy.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 Aletiandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205463 J170573 G01' Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:35 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-Ojk4FPAd Bg3Kedt6Gc?3bjnJ LW PuS71 KZX?gOPyW AX6 6-3-0 11-2-12 17-10-6 24-6-0 31-1-10 37-9-4_ 42-9-0 49-0-0 6-3-0 4-11-12 6-7-10 67-10 6-7-10 .6-7-10 4-11-12 6-3-0 Scale=1:82.7 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3.00 12 NAILED NAILED NAILED NAILED NAILED NAILED 8x8= NAILED 3x5: NAILED 6x10= NAILED 2x4 II NAILED 8x8= NAILED 2x4 II NAILED 6ri10= 8x8= 2 3. 29 30 4 31 32 33 534 35 36 37 6 38 39 40 41 427 43 44 45 846 47 48 9 3x5 ZZ 10 1 11 m m n. on ou anan 12 0O 20 50 4§b 51 18 52 53 17 54 55 56 57 16 58 59 60 61 15 62 63 64 "(4 65 13 66 12 67 40= 2x4 II 5x5= .2x4 II 8x10= NAILED 2x4 II NAILED 8x10=NAILED 2x4 II 5x5=2x4 II 4x7= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 63-0 8-2-12 11-2-12 17-10-6 24-6-0 31-1-10 37-9-4 40-9-4 ,42-9-0 49-0-0 6-3-0 11-1 3-0-0 6-7-10 6-7-10 6-7-10 6-7-10 3-0-0 1-11-1 6-3-0 Plate Offsets(X Y)-- [1:0-0-11,0-2-OT,[3:0-1-12,0-4-81,[6:0-4-0,0-4-81,19:0-1-12,0-4-81,fll:0-0-11,0-2-01,fl3:0-2-8,0-3-41,115:0-5-0,0-4-81,f17:0-5-0,0-4-81,[19:0-2-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.23 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.51 15-16 >700 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) -0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:586 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. 3-6,6-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. BOT CHORD 2x6 SP N0.2 WEBS T-Brace: 2x4 SP No.2-6-17 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,61n o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.2 1-9-2,Right 2x4 SP No.2 1-9-2 Brace must cover 90%of web length. REACTIONS. All bearings 0-3-8 except Qt=length)18=0-5-8,13=0-5-8. (lb)- Max Horz 1=-17(LC 23) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-159(LO 18),11=687(LC 17), 18=-1619(LC 8),13=-1662(LC 8) Max Grav All reactions 250 Ib or less at joint(s)1,11 except 18=3945(LC 1), 13=4099(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1281773,3-4=-69112125,4-5=-19201718,5-6=-1920/71B,6-7=-3842/1471, 7-8=-3842/1471,8-9=-1 585/4217,9-11=-761/2381 BOT CHORD 1-20=-736/111,19-20=-672/90,18-19=-3714/1462,17-18=-4032/1607,16-17=-1781/4818, 15-16=-1781/4818,14-15=-777/343,13-14=-804/337,12-13=-2222/742, 11-12=-2286[767 WEBS 3-20=-325/916,3-19=-2127/926,4-19=-844/1961,4-18=-3422/1553,4-17=-2345/6148, 5-17=-605/433,6-17=-3009/1164,6-16=0/534,6-15=-1025/411,7-15=-679/483, 8-15=-1801/4753,8-14=0/454,8-13=-4049/1571,9-13=-2885/1249,9-12=-329/914 NOTES- 1)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,2x6-2 rows staggered 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. 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;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=49111;eave=6ft;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 159 Ib uplift at joint 1,687 Ib uplift at oint 11 1619 Ib u lift at'oint 18 and 1662 Ib u lift at Joint 13. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. �� Design valid for use only with MrlekO 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 p� OW Is alwaWrequlred 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 Bbd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 s Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK � T12205463 J170573 G01 Hip Girder 1 2 Job Reference(optional) - Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:36 2017 Page 2 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-svITTIBFy_BAGnSlgKW IBxJU5v17BaHTnBkOZsyWAX5 NOTES- 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 Ib down and 244 Ib up at 6-3-0,and 168 Ib down and 244 Ib up at 42-9-0 on top chord,and 217 Ib down and 135 Ib up at 6-0-14,224 Ib down and 138 Ib up at 6-5-2,and 224 Ib down and 138 Ib up at 42-6-14,and 217 Ib down and 135 Ib up at 42-11-2 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=-54,3-9=-54,9-11=-54,21-25=-20 Concentrated Loads(lb) Vert:3=-1 12(F)9=-112(F)20=-224(F)4=-97(F)14=-52(F)8=-97(F)12=-224(F)29=-97(F)30=-97(F)32=-97(F)33=-97(F)34=-97(F)35=-97(F)36=-97(F)37=-97(F) 39=-97(F)40=-97(F)41=-97(F)42—97(F)43=-97(F)44=-97(F)45=-97(F)47=-97(F)48=-97(F)49=-217(F)50=52(F)51=-52(F)52=-52(F)53=-52(F)54=-52(F) 55=-52(F)56=-52(F)57=-52(F)58=-52(F)59=-52(F)60=-52(F)61=-52(F)62=-52(F)63=-52(F)64=-52(F)65=-52(F)66=-52(F)67=-217(F) 0 WARNING-Verify deSlgn parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M117473 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 buliding 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 tnrss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. 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 Hms/Lemasters /JK 712205464 �J170573 G02 Hip 1 1 Job Referehce(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:41 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-Ds5M W SFNmW gTMYKGdt6Tr_1 ISwQOssICxTS9E3yW AXO r 5.9-2 5-9-2 2--53--10 21-1-2- 17-10. 6-0 61-71- 67- 40--- 3-2-4 1 45--9020 i9 3 3-04 i 6-7-10 6-7-1 7-10 902-5114 Scale=1:83.4 3.00 F12 5x5= 6x8= 2x4 11 5x8= 2x4 11 6x8= 5x5= 3x5::�: . 36 32 3 4 5 33 34 6 735 36 8 37 38 9 10 11 39 3x5 !Pj�l 1 231 QO Q ` GD O O 22 21 20 19 i8 17 16 15 14 5x5 I I 2x4 II 5x8= 2x5 I I 6x8= 2x4 II 6x8= 2x5 11 5x8= 2x4 11 5x5 I 43-2-14 59-2 &3-0 11-2-12 17.10-6 24-6-0 31-1-10 37-9-0 449-04 -4 49-40 59-2 2-5-14 2-11-12 57-10 67-10 67-10 67-10 2-11-120- 59-2 2-510 Plate Offsets(X,Y)-- f1:0-2-0,0-0-3),[7:0-4-0,0-3-0),[13:0-3-6,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.18 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.42 17-18 >847 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.02 13 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:238 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-12 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. All bearings 0-3-8 except Qt=length)20=0-5-8,15=0-5-8. (lb)- Max Horz 1=24(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-1 13(LC 22),13=-247(LC 21),20=-662(LC 12),15=-633(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,13 except 20=1847(LC 1),15=1775(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-194/575,3-4=-250/895,4-5=-243/887,5-6=-933/468,6-7=-933/468, 7-8=-1555/753,8-9=-1555/753,9-10=-483/1329,10-11=491/1341,11-13=-240/976 BOT CHORD 1-22=-537/133,21-22=-537/133,20-21=-1 337/616,19-20=-1413/654,18-19=-757/1898, 17-18=757/1898,14-15=-921/270,13-14=-921/270 WEBS 5-21=-366/747,5-20=-1694/833,5-19=-1046/2465,6-19=-362/258,7-19=-1042/458, 7-18=0/263,7-17=-365/176,8-17=-366/260,9-17=-752/1810,9-15=1 5911731, 10-15=-311/130,3-21=-660/380,11-15=-741/415,11-14=-36/256 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=49ft;eave=6ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-10-13,Interior(1)4-10-13 to 8-3-0,Exterior(2)8-3-0 to 47-8-2,Interior(1)47-8-2 to 49-0-0 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 113 Ib uplift at joint 1,247 Ib uplift at joint 13,662 Ib uplift at joint 20 and 633 Ib uplift at joint 15. 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 Mffek®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 Hms/Lemasters /JK ' 712205465 J170573 G03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:46 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-ZgvFZAJ W b3SmSJ DDQQheX2k78x8yXBbx5lAwuGyW AWx 10-3-0 17-4-8 24-6-0 31-7-8 38-9-0 43-2-12 49-0-0 5-9-2 4-5-14 7-1-8 7-1-8 7-1-8 7-1-8 4-11-12 5-3-4 Scale=1:81.0 3.00 12 3x10= 5x5= c3x8= 2x4 11 4 29 5 630 31 7 32 8 2x4 3x5% 283 9 3x5 Zz 2 27 33 10 1 11.0 of Io 18 17 16 i5 14 13 12 3x5= 5x5= 3x8= 5x5= 3x5= 3x5= 5-9-2 11-2-12 17-4-8 24-6-0 31-7-2 37-9-4 40-9-12 , 49-0-0 5-9-2 5-5-10 6-1-12 7-1-8 7-1-8 6-1-12 3-0 8 8-2-4 Plate Offsets(X,Y)— f1:0-2-0,0-0-31,f6:0-2-8,0-3-41,f11:0-3-6,0-0-31,f14:0-2-8,0-3-O1,f16:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.34 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:235 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-17,7-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,On 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, All bearings 0-5-8 except Qt=length)1=0-3-6,11=0-2-7. (lb)- Max Horz 1=29(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)except 1=-105(LC 22),11=-147(LC 21), 17=-659(LC 12),12=620(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,11 except 17=1870(LC 21), 12=1678(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-184/573,3-4=-56/561,4-5=-479/1200,5-6=-1779/803,6-7=-1779/803, 8-9=-523/1038,9-11=-536!720 BOT CHORD 1-18=537/124,17-18=936/452,16-17.329/835,15-16=-329/835,14-15=-607/1503, 13-14=-607/1503,11-12=-670/230 WEBS 3-18=-320/274,4-18=-474/855,4-17=-845/491,5-17=-2193/965,5-16=0/267, 5-15=-450/1054,6-15=-366/244,7-15=-156/298,7-14=0/279,7-13=71 539/694, 8-13=-2821755,8-12=-1516/759,9-12=-560/422 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=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=49ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 4-10-13,Interior(1)4-10-13 to 10-3-0,Extedor(2) 10-3-0 to 45-8-2,Interior(1)45-8-2 to 49-0-0 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 5x5 MT20 unless otherwise indicated. 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 at joint(s)11. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1,147 Ib uplift at joint 11,659 Ib uplift at joint 17 and 620 Ib uplift at joint 12. 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 MI17473 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 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 Hms/Lemasters /JK T12205466 J170573 G04 Half Hip 1 1 ' Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:51 2017 Page 1 I D:IzW BCHfNRyzWIWzTfGxxeDydQZK-woi7ctNfQb42Z45BCzHpE5R2uyrMCRPgEOtgaUyWAW s 5-9-2 12-3-0 19-4-11 26-6-5 33-11-8 5-9-2 6-5-14 7-1-11 7-1-11 7-5-3 Scale=1:57.9 3.00 12 5x5= 3x4= 6x6= 3x5= 4 19 5 20 21 6 22 7 3x4% 18 3 L3x4 17 12 it 10 9 8 3x5 II 1.5x4 11 4x4— 5x5= 3x10= 2x4 II 5-9-2 11-2-12 19-4-11 26-6-5 33-11-8 5-9-2 5-5-10 8-1-15 7-1-11 7-5-3 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,[10:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.23 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:168 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 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=222/0-3-8,8=739/Mechanical,11=1541/0-5-8 Max Horz 1=162(LC 11) Max Uplift 1=-79(LC 8),8=-310(LC 9),11=-553(LC 12) Max Grav 1=222(LC 1),6=758(LC22),11=1541(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-275/146,3-4=-398/707,4-5=-1004/504,5-6=-1119/543,6-7=-1119/543, 7-8=-690/349 BOT CHORD 10-11=-319/155,9-10=437/1023 WEBS 3-11=-861/461,4-11=-1167/639,4-10=574/1390,5-10=-467/303,6-9=-4i 3/294, 7-9=-501/1194 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=34fh eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-12,Interior(1)3-4-12 to 12-3-0,Exterior(2)12-3-0 to 17-0-10 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 79 Ib uplift at joint 1,310 ib uplift at joint 8 and 553 Ib uplift at joint 11. 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 M(fek®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 pp building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addilional temporary and permanent bracing M!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 Hms/Lemasters /JK 712205467 J170573 G05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:35:56 2017 Page 1 ID:IzW BCHf N RyzW I W zTfGxxeDydQZK-HlVofaRoE7j Lfsz8?Xt_xg9xGzXctkNQOIbRFhyWAW n 5-9-2 11-2-12 14-3-0 20-8-1 27-2-15 33-11-8 5-9-2 5-5-10 3-0-4 6-5-1 6-6-13 6-8-9 Scale=1:57.9 4x4= 1.5x4 II 3x4= 3x4= 3.00 12 1.5x4 II 5 20 6 21 22 7 23 8 - 19 4 3x4 3 3x4% 18 2 1 13 12 11 10 9 3x5 II 1.5x4 II 5x8= 5x8= 3x4= 2x4 II 5 9-2 11-2-12 14-3-0 20-8-1 27-2-15 33-11-8 5-9-2 5-5-10 3-0-4 6-5-1 66 6-8-9 Plate Offsets(X Y)-- f1:0-2-0 0-0-31 [11:0-4-0 0-3-01 f12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.1711-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.43 11-12 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc pudins, 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=249/0-3-8,9=753/Mechanical,12=1501/0-5-8 Max Horz 1=186(LC11) Max Uplift 1=-86(LC 12),9=316(LC 9),12=-541(LC 12) Max Grav 1=249(LC 1),9=762(LC 22),12=1501(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-297/146,3-4=-314/558,4-5=-252/543,5-6=-993/518,6-7=-993/518,7-8=-926/482, 8-9=-700/364 BOT CHORD 1-13=-213/285,12-13=-213/285,10-11=-454/926 WEBS 3-12=-775/383,8-10=-463/1050,7-10=-418/283,6-11=370/271,5-11=374/963, 5-12=-1079/519 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=34ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-12,Interior(1)3-4-12 to 14-3-0,Extehor(2)14-3-0 to 19-0-10 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 86 ib uplift at joint 1,316 Ib uplift at joint 9 and 541 Ib uplift at joint 12. 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 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,seeANSWI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Piate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205468 J170573 G06 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:00 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-9 W IXVyU I I M Dm8THwEMyw6?JaubrzpW o?JwZfOSyW AWj 5-9-2 11-2-12 16-3-0 20-9-0 22-0-11, 27-10-5 +29.3-12, 33-11-8 5-9-2 5-5-10 5-0-4 4-6-0 1-3-11 5.9-11 1-5-7 4-7-12 Scale=1:58.3 4x4= 1.5x4 II 3x4= 3x4= 3.00 12 5 619 20 7 21 8 3x4 4 3x4 3 3x4% i8 2 1 . 13 12 11 10 9 3x5 11 1.5x4 11 3x4= 5x8= 3x4 3x5= 5-9-211-2-12 16-3-0 24-11-8 33-11-8 5-9 2 5-5-10 5-0-4 8-8-8 9-0-0 Plate Offsets(X,Y)-- (1:0-2-0,0-0-31,(11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.38 9-10 >711 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 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=286/0-3-8,9=771/Mechanical,12=1444/0-5-8 Max Harz 1=21O(LC 11) Max Uplift 1—104(LC 12),9=-324(LC 9),12=-514(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-347/205,3-4=-240/437,4-5=-567/336,5-6=-511/343,6-7=-862/449 BOT CHORD 1-13=273/369,12-13=-273/369,11-12=-396/178,10-11=-513/885,9-10=385/648 WEBS 3-12=-765/342,4-12=-1102/578,4-11=439/1063,6-11=-549/283,7-10.58/398, 7-9=-897/476 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=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)0-0-0 to 3-4-12,Interior(1)3-4-12 to 16-3-0,Exterior(2)16-3-0 to 21-0-10 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 104 lb uplift at joint 1,324 Ib uplift at joint 9 and 514 Ib uplift at joint 12. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-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 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/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 Wife 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205469 J170573 G07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:04 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-21_2LJXpMbjCd4bhTCOsGrUDiCGLIJnbDYXtXEyW AW f 5-9-2 11-2-12 18-3-0 26-1-4 33-11-8 5-9-2 5-5-10 7-0-4 7-10-4 7-10-4 Scale=1:57.9 5x12= 1.5x4 11 3x5= 3.00 FIT 5 19 20 21 6 22 7 EB 3x4% 18 4 3x4 3 3x4% 17 2 1 pq 12 11 10 9 8 3x5 11 1.5x4 11 3x4= 5x5= 3x8= 2x4 II 5-9-2 11-2-12 18-3-0 26-1-4 33-11-8 5-9-2 5-5-10 7-0-4 7-10-4 7-10-4 Plate Offsets(X Y)-- [1:0-2-0 0-0-31 r5:0-6-0 0-2-01 r10:0-2-8 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 0.89 Vert(LL) -0:09 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.24 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=310/0-3-8,8=783/Mechanical,11=1408/0-5-8 Max Horz 1=234(LC 11) Max Uplift 1=-113(LC 12),8=-325(LC 9),11—500(LO 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-407/235,3-4=-211/323,4-5=-763/413,5-6=-863/496,6-7=-863/496,7-8=-715/398 BOT CHORD 1-12=-311/417,11-12=-3111417,10-11=-309/130,9-10=-443/692 WEBS 3-11=-707/320,4-11=-1055/566,4-10=-44611063,5-10=-2961230,5-9=-109/265, 6-9=-490/338,7-9=-479/996 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=3411;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-4-12,Interior(1)3-4-12 to 18-3-0,Exterior(2)18-3-0 to 23-0-10 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 113 Ib uplift at joint 1,325 Ib uplift at joint 8 and 500 Ib uplift at joint 11. ®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 �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/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 Hms/Lemasters/JK T12205470 J170573 GOB Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:08 2017 Page 1 I D:IzW BC Hf NRyzW I W zTfGxxeDydQZK-w3EZAhaJ PpDe5iuSi25oRhey3pd2h6uB8AV4g?yW AW b 5-9-2 11-2-12 15-8-14 20-3-0 27-1-4 33-11-8 5-9-2 5-5-10 4-6-2 4-6-2 6-10-4 6-10-4 Scale=1:57.9 5x12= 1.5x4 11 3x5= 3.00 12 6 19 20 7 21 S 3x4 5 1.5x4 II -VZ 4 - 5x5 3 3x4% 18 1 2 13 12 11 10 9 3xS 11 1.5x4 11 6x8= 6x6= 3x8= 2x5 11 5 9-2 11-2-12 20-3-0 27-1-4 _ 33-11-8 5-9-2 5-5-10 9-0-4 6-10-4 6-10-4 Plate Offsets(X,Y)– f1:0-3-6,0-0-31,f3:0-2-8,0-3-O1,f6:0-6-0,0-2-O1,fl2:0-2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.3711-12 >742 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:185 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-10 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 31n 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) 9=783/Mechanical,1=293/0-3-8,12=1426/0-5-8 Max Horz 1=258(LC11) Max Uplift 9=324(LC 9),1=102(LC 12),12=-51 1(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-353/210,3-4=-278/384,4-5=-219/365,5-6=-786/431,6-7=-717/440,7-8=-717/4-4o, 8-9=-722/404 BOTCHORD 1-13=-320/401,12-13.321/395,11-12-402/474,10-11=-460!733 WEBS 3-12=-718/355,4-12=-273/177,5-12 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205471 J170573 H01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:13 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-H01 SEOeSEMswCTn PVbgz8kMyEgUGMX6wl RCrLCyW AW W 10-10-0 10-10-0 Scale=1:18.3 2x4 11 s 2x4 I I 3.00 F12 4 20 11 11 3 2x4 11 2 10 1 a 6 9 8 7 6 3x4% 1.5x4 II 1.5x4 11 1.5x4 11 1.5x4 II 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 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber.DOL 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 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. 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 10-10-0. (lb)- Max Horz 1=116(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,6,7,8 except 9=-1 1 5(LC 8) Max Grav All reactions 250 Ib or less at joint(s)1,6,7,8 except 9=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-9=-188/273 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411t;eave=2ft;Cat. il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)1-5-5 to 4-5-5,Exterjor(2)4-5-5 to 10-8-4 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 2)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. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 100 Ib uplift at joint(s)1,6,7,8 except Qt=1b)9=115. ®WARNING-Verlly 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 MITek8 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 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.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205472 J170573 H02 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:17 2017 Page 1 I D:IzW BCHfNRyzW I WzTfC,xxeDydQZK-9oHz3mhzlaMMg44BkRlvl aW aeROFIGrVD3A3UzyWAW S 5-9-2 10-10-0 r 5-9-2 5-0-14 1.5x4 1�cale=1:20.0 4 3.00 F12 12 3x4 3 11 3x4 2 1 6 5 1.5x4 II 3x5 11 3x4= 5-9-2 10-10-0 5-9-2 5-0-14 Plate Offsets(X,Y)-- 11:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-5 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=395/0-3-8,5=395/Mechanical Max Horz 1=149(LC 11) Max Uplift 1=-155(LC 8),5=-172(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-678/332 BOT CHORD 1-6=-385/655,5-6=-385/655 WEBS 3-5=-679/348 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-8-4 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 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 Qt=lb) 1=155,5=172. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE 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 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 Hms/Lemasters /JK T122b5473 J170573 J01 Corner Jack 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:212017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-2ZW Tv7kTLpso9iOyzHgrSQhK22EBE9r58h8GdlyW AW O 1-0-0 1-0-0 3.00 FIT Scale=1:7.6 2 1 � r C? 6 ° eD r � o 3 4 3x6 11 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 a BC 0.02 Vert(TL) -0.00 4 >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-MR Weight:3lb 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 except end verticals. WEBS 2x4 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) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Harz 4=23(LC 12) Max Uplift 4=-9(LC 8),2=-1 8(LC 12),3=-3(LC 12) Max Grav 4=31(LC 1),2=22(LC 1),3=16(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=oft;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 100 Ib uplift at joint(s)4,2,3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEKREFERANCE 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 applicabtilty of design parameters and properly Incorporate this design Into the overall �AA 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 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 Hms/Lemasters /JK 712205474 J170573 J02 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:26 2017 Page 1 I D:IzW BCHf N RyzW I W zTfGxxeDydQZK-OW J MyrocALU4GTGvmgP09UOAX3wFvQygHzs 1 JyyW AW J 2-0-0 3-0-0 2-0-0 1-0-0 7.00 12 Scale=1:11.8 3 3.00 F12 4x4 2 ao 1 rn rn 4 7�- 5 4 1.5x4 11 6 3x6 I I 2-0-0 2-0-0 LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL " 7.0 Lumber DOL 1.25 .BC 0.09 Vert(TL) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=103/0-5-8,3=61/Mechanical,4=42/Mechanical Max Horz 6=55(LC 12) Max Uplift 6=-30(LC 8),3=37(LC 12),4=15(LC 12) Max Grav 6=103(LC 1),3=62(LC 17),4=42(LC 1) FORCES. (lb)-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=45fh L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 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 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)6,3,4. ®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 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 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatiort 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 Hms/Lemasters /JK 712205475 J170573 J03 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:30 2017 Page 1 I D:IzW BC HfNRyzW I W zTfGxxeDydQZK-H IZtoCr7Ea?W k4ah?g UyKKZouhFprDpQCbq FSjyW AW F 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:16.5 . 3 7.00 F12 3.00 F12 5x5 2 1 5 4 1.5x4 II 6 3x6 11 2-0-0 5-0-0 2-0-0 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 . 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 4-5 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:17 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 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) 6=177/0-5-8,3=108/Mechanical,4=69/Mechanical Max Horz 6=103(LC 12) Max Uplift 6=35(LC 8),3=-78(LC 12),4=-15(LC 12) Max Grav 6=177(LC 1),3=114(LC 17),4=81(LC 3) FORCES. (lb)-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=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 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 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)6,3,4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK AEFERANCE PAGE MII--7473 rev.10/032015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based oNy 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 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 s Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205476 J170573 J04 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:34 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-93oOeaudHpVyDhtSEVZuUAjXslgdnl yO7CoSbUyWAW B 2-0-0 2-7-0 2-0-0 0-7-0 TOO F12 Scale=1:10.6 3 4x4 3.00 12 2 1 rn 5 4 1.5x4 11 6 3x6 11 1-3-8 2-7-0_� 13-8 0-8-8 0-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 3 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins, 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) 6=88/0-5-8,3=54/Mechanical,4=34/Mechanical Max Horz 6=45(LC 12) Max Uplift 6=-27(LC 8),3=-29(LC 12),4=14(LC 12) FORCES. (lb)-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=4511;L=24111;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-6-4 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)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)6,3,4. 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 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 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 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 Hms/Lemasters /JK T12205477 J170573 J05 Jack-Open 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:40 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGpceDydQZK-_DAfudzOtfF5xcLcamfl kRzYkjgaBIMuV8Fmo8yWAW 5 2-0-04-2-8 2-0-0 2-2-8 Scale=1:15.3 3 7.00 F12 3.00 12 5x5 2 N 1 N ' 1 5 4 1.5x4 11 6 3x6 I 2.0.0 4-2-8 200 228 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc pudins, 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) 6=148/0-5-8,3=89/Mechanical,4=59/Mechanical Max Horz 6=84(LC 12) Max Uplift 6=-34(LC 8),3=-62(LC 12),4=-15(LC 12) Max Grav 6=148(LC 1),3=93(LC 17),4=66(LC 3) FORCES. (lb)-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=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-1-12 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)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)6,3,4. Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekC connectors.This design Is based only upon parameters shown,and is for cn 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 I V I e W 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 TypeQty Ply Riverside Hms/Lemasters /JK 712205478 J170573 J06 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:44 2017 Page i ID:IzW BCHfNRyzW I WzTfCUeDydQZK-t_PAk?OvxtmXQEeNpckEuH8CMK057ZHUQmD_xvyWAW 1 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:17.6 3 i7.00 Fi2 3.00 FIT 5x5 ao 2 m N N 1 cc 5 4 1.5x4 II 6 3x6 11 2-0-0 5-0-0 2-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 4-5 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MP Weight:17 Ib 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 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) 6=177/0-5-8,3=108/Mechanical,4=69/Mechanical Max Horz 6=103(LC 12) Max Uplift 6=-35(LC 8),3=-78(LC 12),4=-15(LC 12) Max Grav 6=177(LC 1),3=114(LC 17);4=81(LC 3) FORCES. (lb)-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=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 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 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)6,3,4. 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 properly incorporate this design Into the overall n� 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,dellvery,erection and bracing of trusses and truss systems,seeANSI/1131I 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 Hms/Lemasters /JK T12205479 J170573 J07 Jack-Open 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:48 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-IlfhaM3P_6Gzury82SpA271phxKg3M33LOBC3gyW AVz 2-0-0 7-0-0 r 2-0-0 5-0-0 Scale=1:25.0 3 7.00 F12 o? 3.00 F12 m co a 6x6% 7 2 1 5 6 1.5x4 11 4 3x6 I i 2-0-0 - 7-0-0 22 0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.16 4-5 >509 240 MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 4-5 >278 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=251/0-5-8,3=157/Mechanical,4=94/Mechanical Max Horz 6=151(LC 12) Max Uplift 6=-47(LC 12),3=-118(LC 12),4=-1 5(LC 12) Max Grav 6=251(LC 1),3=168(LC 17),4=119(LC 3) FORCES. (lb)-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=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)0-1-12 to 2-0-0,Interior(1)2-0-0 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 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'l00 Ib uplift at joint(s)6,4 except at—lb) 3=118. 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 Mrfek®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 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 Hms/Lemasters /JK � 712205480 J170573 J08 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:52 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-eXuBPk6w2LmONSFvHHt6DzTc7Yn0?AJfG09PCSyWAVv 1-6-12 2-9-15 3-0-12,__ 3-7-1 1-6-12 1-3-4 0-2-13 0-6-5 4.95 F12 Scale=1:10.4 4x4= 3 2.12 12 2 0 V NAILED 9 \ 1 V T v cc Ll 10 5 4 NAILED 1.5x4 11 3x4= 0- -6 1-9-9 2-9-15 3-7-1 0- -6 1-9-3 1-0-6 0-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02• 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2;Except` TOP CHORD Structural wood sheathing directly applied or 3-7-1 cc purlins. 2-3:2x4 SP No.2 BOT CHORD ; Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=131/0-7-0,3=19/Mechanical,4=112/Mechanical Max Horz 1=39(LC 21) Max Uplift 1=-63(LC 4),3=-14(LC 8),4=-55(LC 4) FORCES. (lb)-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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh 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 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)1,3,4. 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:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:10=-1(B) 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 properly incorporate this'design Into the overall MOW building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing py'OW Is always required for stability and to prevent collapse with possible personal Iniury 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 avallable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 f Job Truss Truss Type Qty Ply Riversitla Hms/Lemasters /JK � 712205481 J170573 J08A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:36:57 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-_Uh4TRA2ttOhU E8t4rTHwOAT?ZV8g RZOPHsAufyW AVq 1-6-12 2-9-15 2114 3-4-1 1-6-12 1-3-4 -11 0-4-13 4x4 95 F12 Scale=1:9.9 3 2.12 F12 NAILED 2 9 1 o_ 0 10 5 4 NAILED 1.5x4 I 3x4= 0- -6 1-8-1 2-9-15 3-4-1 0-91 1-7-11 1-1-14 0-6-2 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=122/0-7-0,3=12/Mechanical,4=110/Mechanical Max Horz 1=36(LC 4) Max Uplift 1=59(LC 4),3=-9(LC 8),4—58(LC 4) FORCES. (lb)-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=45fh 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)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)1,3,4. 7)"NAILED"indicates 3-1od(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:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:10=-1(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 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,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 336100 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205482 J170573 J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:012017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-tFxblpDZx6v7yrSeJgYD4sL64AkGcDK_KvgOl QyW AVm 1-6-12 2-9-15 6-2-4 9-10-1_ 1-66 12 1-3 4 3-4-5 3-7-13 4 Scale=1:24.6 4.95 12 NAILED 13 5x5 3 2.12 F12 NAILED 12 4x4 NAILED 2 11 1 14 7 3x4= 15 16 6 NAILED NAILED NAILED 5 3x5= 3x4= 0- -6 2-9-15 9-10-1 0- -6 2-9-9 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.29 6-7 >407 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) -0.02 4 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (lb/size) 1=397/0-7-0,4=83/Mechanical,5=342/Mechanical Max Horz 1=141(LC 8) Max Uplift 1=-152(LC 4),4=-63(LC 8),5=148(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1044/315,2-3=-1046/343 BOT CHORD 1-7=-428/987,6-7=-238/415 WEBS 3-6=-497/285,3-7=-217/665 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)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)4 except Qt=1b) 1=152,5=148. 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(pif) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-5(B)13=-32(B)14=-1(B)15=-20(B)16=-41(B) ®WARNING-Verity 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 MOW W 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 avallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Riverside Hms/Lemasters/JK 712205483 J170573 J09A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:06 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGpceDydQZK-DDkUM W HileXP3cKb6E70nw2z5BS6HTlj UBY9i eyW AVh 1-6-12 2-9-15 6-0-12 _9-7-1 1-6-12 1-3-4 3-2-13 3-6-5 4 Scale:1/2"=1' 4.95 12 NAILED 13 5x5 i 3 2.12 12 NAILED Cr 4x4_ 12 NAILED 2 11 1 14 7 3x4= 15 16 6 NAILED NAILED NAILED 5 3x5= 3x4= 0- -6 2.9-15 9-7-1 0- -6 2-9-9 6-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Verl(TL) -0.25 6-7 >451 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:44 lb FT=20%, LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc pudins. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=386/0-7-0,4=82/Mechanical,5=336/Mechanical Max Harz 1=137(LC 8) Max Uplift 1=-149(LC 4),4=-62(LC 8),5=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-999/304,2-3=-1000/329 BOT CHORD 1-7=-411/944,6-7=-230/401 WEBS 3-6=-482/276,3-7=-210/634 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)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)4 except Qt=lb) 1=149,5=145. 7)"NAILED"Indicates 3-1Od(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(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-5(F)13=-32(F)14=-1(F)15=-20(F)16=-41(F) ®WARNING-Verily 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 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. 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 Hms/Lemasters /JK 712205484 J170573 J10 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:10 2017 Page 1 I D:IzW BC HfNRyzW I WzTfCmeDydQZK-6_?BuKCptl rXDeN L3CLxmDdlptgDH LJPpW MrPyWAVd 1-6-12 2-9-15 4-9-4 7-0-2 1-6-12 1-3-4 1-11-5 2-2-13 Scale=1:18.4 3 4.9512 0 NAILED 2.12 F12 11 6x6= m NAILED 2 T � N 10 1 12 6 13 3x4=5 4 NAILED 1.5x4 II NAILED 3x4= 0- -6 2-9-15 7-0-2 0- -6 2-9-9 4-2-3 Plate Offsets(X,Y)-- (2:0-3-0.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 4. n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=267/0-7-0,3=113/Mechanical,4=159/tvlechanical Max Horz 1=93(LC 8) Max Uplift 1=-108(LC 4),3=-81(LC 8),4=46(LC 8) Max Grav 1=267(LC 1),3=113(LC 1),4=163(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5651165 BOT CHORD 1-6=-224/532,5-6=-224/518 WEBS 2-5=-532/230 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=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)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)3,4 except Qt=lb) 1=108. 7)"NAILED"indicates 3-10d(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(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:11=5(F)12=-1(F)13=20(F) ®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 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"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 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 Hms/Lemasters /JK T12205485 J170573 J10A Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:142017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-_IDW 1 FNjt5YHOrx8avGH6cNKMQGC95IuKRUa_AyWAVZ 1-6.12 2-9-15 4-7-12 6-9-2 1-6-12 1-3 4 1-9-13 2-1-5 Scale=1:17.8- 3 4.95 12 NAILED 2.12 F12 11 6x6 NAILED 2 10 1 , Ll E 12 6 13 3x4=5 4 NAILED 1.5x4 ll NAILED 3x4= 0- -6 2-9-15 6-9-2 0- 6 2-9-9 3-11-3 Plate Offsets(X,Y)-- (2:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MP Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=258/0-7-0,3=106/Mechanical,4=157/Mechanical Max Horz 1=89(LC 8) Max Uplift 1=106(LC 4),3=77(LC 8),4=-47(LC 8) Max Grav 1=258(LC 1),3=106(LC 1),4=158(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-530/158 BOT CHORD 1-6=-212/498,5-6=-212/485 WEBS 2-5=-4991218 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);cantilever left and right exposed;end vertical left and right exposed;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)3,4 except Ot=lb) 1=106. 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(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:11=-5(F)12=-1(F)13=20(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Ma-7473 rev.10/03/2015 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 vetify 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 Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205486 J170573 J11 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:19 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-LjOP4zRsheAZ6cg5MSsSpf5DnROW gOCdTj BLgNyWAVU 3-0-0 3-0-0 Scale=1:10.1 3.00 Fl2 2 1 C? N T co I 3 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 0.13 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .0.10 Vert(TL) -0.01 3-4 >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 FBC20141TP12007 Matrix-MR Weight:9lb 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 except end verticals. WEBS 2x4 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) 4=103/0-3-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=43(LC 12) Max Uplift 4=-35(LC 8),2=-51(LC 8) Max Grav 4=103(LC 1),2=70(LC 1),3=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=lot mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh 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&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)4,2. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK 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 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 Qry Ply Riverside Hms/Lemasters /JK T12205487 J170573 J12 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:26 2017 Page 1 I D:IzW BCHf N RyzW I W zTfGxxeDydQZK-e3x2YM W F2n2aShsRHQU5b8tMaFMezYwf4lOCPTyWAVN 5-0-0 5-0-0 Scale=1:13.1 2 3.00 12 6 5 1 m r; 3 4 3x6 II 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 0.35 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR Weight:15 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 except end verticals. WEBS 2x4 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) 4=177/0-3-8,2=120/Mechanical,3=57/Mechanical Max Horz 4=64(LC 12) Max Uplift 4=-62(LC 8),2=85(LC 8) Max Grav 4=177(LC 1),2=120(LC 1),3=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=25fh B=45ft;L=24ft eave=4ft;Cat. 11;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 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 100 Ib uplift at joint(s)4,2. Q 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 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 l Quality Cr(teria,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 Hms/Lemasters /JK T12205488 J170573 J13 Jack-Open 19 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:33 2017 Page 1 1 D:IzW BCHfNRyzW I WzTfGxxeDydQZK-xPthOlceOxxaomunBO6kNcgVO4jw6jfhhua49ZyWAVG 63-0 6-3-0 Scale=1:14.6 2 3.00 F12 6 5 a N 1 3 4 4x7 11 6-3-0 6-3-0 Plate Offsets(X Y)-- f 1:0-0-7 0-1-121 i4:0-0-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.07 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.17 3-4 >427 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR Weight:19 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=224/0-3-8,2=151/Mechanical,3=72/Mechanical Max Horz 4=76(LC 12) Max Uplift 4=-79(LC 8),2=-106(LC 8) Max Grav 4=224(LC 1),2=151(LC 1),3=112(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 Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-2-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)4 except(jt=1b) 2=106. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 applicabuity 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 Mek' 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 Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK � T12205489 J170573 J14 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:39 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-mZEyHogP_nhjW hlxXfD8dtwZEVIKW.Nsa4gl ONDyWAVA 4-4-11 8-9-5 4-4-11 4-4-11 Scale=1:16.7 NAILED 4 2.12 12 �2 13 m NAILED n Io 3x4= NAILED 3 3x4 2a 12 T ci N 1 I � 1 14 7 15 6 5 NAILED 1.5x4 11 NAILED 3x4= 3x5 11 NAILED 0- 4-4-11 8-9-5 -916- 4-4-4 4-4-11 Plate Offsets(X Y)-- [1:0-1-12,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 _ Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:37 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 8-10-10 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=340/0-4-3,4=132/Mechanical,5=252/Mechanical Max Horz 1=83(LC 4) Max Uplift 1=-174(LC 4),4=-101(LC 4),5=-110(LC 4) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-746/385 BOT CHORD 1-7=-437/745,6-7=-437/745 WEBS 3-6=-772-/453 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);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 100 Ib uplift at joint(s)except Qt=1b) 1=174,4=101,5=110. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 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=-54,5-8=-20 Concentrated Loads(lb) Vert:3=-1(13)7=-6(B)13=-44(B)14=-1(B)15=-29(B) ®WARNING-Verily 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 property Incorporate this design Into.the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additionaltemporary and permanent bracing I V�A i iTe 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 l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.21814.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Riverside Hms/Lemasters/JK 712205490 J170573 J14A Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:46 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-2v9clCmoKwaksmOHSdrnPLin?J9OfY0chPEG7JyWAV3 4-3-3 8-6-5 4-3-3 4-3-3 Scale=1:16.2 NAILED 4 2.12 12 13 Io NAILED 3x4= NAILED 3 3x4 2 CP12 N N N O 1 14 7 NAILED 15 6 5 NAILED 1.5x4 II NAILED 3x4= 3x5 11 0- -6 4-3-3 8-6-5 0- -6 4-2-12 4-3-3 Plate Offsets(X Y)-- )1:0-1-12 0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:36 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 9-0-15 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=329/0-4-3,4=132/Mechanical,5=246/Mechanical Max Horz 1=80(LC 17) Max Uplift 1=-169(LC 4),4=-100(LC 4),5=-1 07(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-711/369 BOT CHORD 1-7=-418/710,6-7=-418/710 WEBS 3-6=-737/434 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 100 Ib uplift at joint(s)4 except(jt=1b) 1=169,5=107. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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=-54,5-8=-20 Concentrated Loads(lb) Vert:3=-1(B)7=-6(B)13=-44(B)14=-1(B)15=-29(B) 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 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 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 Informafion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK �J!170573 712205491 J15 Corner Jack 16 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:37:52 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-t3Wt?FgYwmKtahrRouyBecytFklc3JMU3LhaJzyWAUz 1-0-0 1-0-0 3.00 52 Scale=1:7.6 2 1 r r m 0 T n 0 3 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 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/TPI2007 Matrix-MP Weight:4lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 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=20/Mechanical,3=16/Mechanical Max Horz 1=11(LC 8) Max Uplift 1=10(LC 8),2=-15(LC 8),3=-5(LC 8) Max Grav 1=37(LC 1),2=20(LC 1),3=20(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;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 100 Ib uplift at joint(s)1,2,3. ® WARMING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-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 bullding 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 W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab itcation,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 Hms/Lemasters /JK 712205492 �J170573 J16 Corner Jack 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:00 2017 Page 1 ID:IzW BCHfNRyzW IW zTfGxxeDydQZK-ec?vh_xa1 EKIXvS_GZ53zlHEdzOElaLgvbd?bVyWAUr 2-0-0 3-0-0 2-0-0 1-0-0 7.00 F12 Scale=1:11.8 3 3x4 3.00 F12 2 3x6 11 1 mrn rn 4 5 2-0-03-0.0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.11 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:10 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 except end verticals. WEBS 2x4 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 tniss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=70/Mechanical,5=103/0-3-8,4=33/Mechanical Max Horz 5=55(LC 12) Max Uplift 3=-51(LC 12),5=-30(LC 8),4=-1(LC 12) Max Grav 3=70(LC 1),5=103(LC 1),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-Alf 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=101 mph;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)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 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 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)3,5,4. 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with Mr1ek6 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 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 RiversideHms/Lemasters /JK 712205493 �J170573 J16A Corner Jack 1 1 Job Reference(optional) Manning Building.Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:07 2017 Page 1 ID:IzW BCHfNRyzWIWzTfGxxeDydQZK-xywY9NOzONDlt_UKAXiln4QsnOt454iWAptLbyWAUk 2-0-0 3-0-0 2-0-0 1-0-0 7.00 12 Scale=1:11.8 3 3x4 3.00 fl2 2 3x6 I I 1 m rn ci cc v 5 4 2-0 2-0-0 _T6 - 1.10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >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-MR Weight:10 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 except end verticals. WEBS 2x4 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) 3=70/Mechanical,5=103/0-3-8,4=33/Mechanical Max Harz 5=55(LC 12) Max Uplift 3=-51(LC 12),5=-30(LC 8),4=-1(LC 12) Max Grav 3=70(LC 1),5=103(LC 1),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-Ali 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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 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 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)3,5,4. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1--7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MlTek®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 Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 772205494 J170573 J17 Corner Jack 6 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:13 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-m6HpPQ5kzDzvbvyTXog6?2KPvCPwUpJau6GBZFyW AUe 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:17.6 3 7.00 F12 3.00 12 5x5% m 2 0' a 3x6 11 1 Li 5 4 1.5x4 II 6 2-0-0 5-0-0 2-0-0 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 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 4-5 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:17 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 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) 3=108/Mechanical,6=177/0-5-8,4=69/Mechanical Max Horz 6=103(LC 12) Max Uplift 3=-78(LC 12),6=-35(LC 8),4=-15(LC 12) Max Grav 3=114(LC 17),6=177(LC 1),4=81(LC 3) FORCES. (lb)-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=251t;B=45th L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Intedor(1)2-0-0 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 3)This truss has been designed for a 10.0 psi 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)3,6,4. 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 n, 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 Hms/Lemasters /JK � T12205495 J170573 J18 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:20 2017 Page 1 I D:IzW BCHf NRyzW I WzTfGxxeDydQZK-3SCStgA7KNsvx_gRmSInW 6faOgvdzIeViT3JLyW AUX 2-0-0 3-0-0 2-0-0 1-0-0 7.00 12 Scale=1:11.8 3 3x4 3.00 12 2 1 rn m v 4 3x6 11 1-6-0 3-0-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-b >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >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 FBC2014lTPI2007 Matrix-MR Weight:10 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 except end verticals. WEBS 2x4 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. All bearings Mechanical. (lb)- Max Horz 5=55(LC 12) Max Uplift All uplift 1001b or less at joint(s)5,3,4 Max Grav All reactions 250 Ib or less at joint(s)5,5,3,4 FORCES. (lb)-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=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)011-112 to 2-0-0,Interior(1)2-0-0 to 2-11-4 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 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)5,3,4. 7)Non Standard bearing condition. Review required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 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/TPI1 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street Suite 312•Alexandria,VA 22314. Tampa,FL 3361 D Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205496 J170573 J19 Jack-Open 7 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:24 2017 Page t ID:IzW BCHfNRyzWIWzTfGiaeDydQZK-xDSzjBDdOcMLQblbecXhxMHH7e9UZn1 CQKRHS6yW AUT 2-0-0 5-0-0 _ 2-0-0 3-0-0 Scale=1:17.6 3 7.00 F12 3.00 Fi2 5x5 co 2 cu 1 cv S 4 1.5x4 II 6 3x6 11 2-0-0 5-0-0 2-0-0 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 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(Q -0.07 4-5 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:17 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 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) 6=177/0-5-8,3=108/Mechanical,4=69/Mechanical Max Horz 6=103(LC 12) Max Uplift 6=-35(LC 8),3=-78(LC 12),4=-15(LC 12) Max Grav 6=177(LC 1),3=114(LC 17),4=81(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Intedor(1)2-0-0 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 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)6,3,4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mllek®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 Hms/Lemasters /JK T12205497 �J170573 J20 Jack-Open 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:32 2017 Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-imx?PwJeV3MCNgv78HgZG2cbSsg9QPpNGZNikfyW AU L 2.0-00 7-0-0 - 2-0- 5-0-0 Scale=1:25.0 3 7.00 F12 m 3.00 12 0> aD � 6x6% 7 2 1 5 6 1.5x4 II 4 3x6 II 2-0 0 7-0-0 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.16 4-5 >509 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 4-5 >278 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=251/0-5-8,3=157/Mechanical,4=94/Mechanical Max Horz 6=151(LC 12) Max Uplift 6=-47(LC 12),3=-118(LC 12),'4=-15(LC 12) Max Grav 6=251(LC 1),3=168(LC 17),4=119(LC 3) FORCES. (lb)-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=25fh B=45fh L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 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 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)6,4 except Qt=1b) 3=118. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11-7473 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 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 Hms/Lemasters /JK T12205498 J170573 J20A Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:44 2017 Page 1 ID;IzW BCHfNRyzW IWzTfGxxeDydQZK-M4fXwl TAgltVpgpRrpuNla6fNi_HEpsBORHK9yyWAU9 4-4-0 , 5-8-0_ 7-0-0 , 2-0-0 2-4-0 1-4-0 1-4-0 Scale=1:25.0 5 1.5x4 I I 7.00 F12 4 1.5x4 11 3 op 3.00 F,2 rn ro v 4x4% 13 "o 2 1 1.5x4= 8 1.5x4= O 0 11 10 7 12 1.5x4 11 4x4= 1.5x4 I I 6 3x6 11 2-0-0 4-4-0 5 8-0 7 2-0-0 2-4-0 1-4-0 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 0.51 Vert(LL) 0.19 10 >440 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.32 10 >252 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:34 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 2-5:2x4 SP 225OF 1.9E except end verticals. 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=252/0-5-8,5=242/Mechanical,6=11/Mechanical Max Horz 12=151(LC 12) Max Uplift 12=-47(LC 12),5=-136(LC 12) Max Grav 12=252(LC 1),5=254(LC 17),6=23(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD .1-2=-368/115 BOT CHORD 11-12=266/416,10-11=-274/423 WEBS 2-10=-470/303 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)0-1-12 to 2-0-0,Interior(1)2-0-0 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 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)12 except Qt=1b) 5=136. Q WARNING-Verify design parameters end 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 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/iPll 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 Hms/Lemasters /JK 4 T12205499 J170573 J21 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:38:58 2017 Page 1 I D:IzW BC Hf NRyzW I WzTfGxxeDydQZK-xmVgspeyN2eW Vqu7fI8fKXh7fLjTW9RC Ecg4d8yWATx 1-6-12 2-9-15 3=4-5 4-2-3 1-6-12 1-3-4 0-6-6 0-9-14 4.95 F12 Scale=1:11.6 3 6x6 2.12 F12 0 2 NAILED 9 C? 1 m m v cc 10 5 4 NAILED 1.5x4 11 3x4= 0- -6 2-9-15 4-2-3 0- -6 2-9-9 1-4-4 Plate Offsets(X,Y)-- (2:0-3-0,0-0-121 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) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(Q -0.05 5-8 >907 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=156/0-7-0,3=35/Mechanical,4=119/Mechanical Max Horz 1=46(LC 4) Max Uplift 1=73(LC 4),3=-26(LC 8),4=-49(LC 4) FORCES. (lb)-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=25fh B=45ft;L=24ft;eave=4fh 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)This truss has been designed for a 10.0 lost 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)1,3,4. 7)"NAILED"indicates 3-1Od(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:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:10=-5(B) &WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev.1 0/0 312 0 1 5 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'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/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 Hms/Lemasters /JK T12205500 J170573 J21A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:08 2017 Page 1 I D:IzW BCHf N RyzW I W zTfGxxeDydQZK-fh6cyEID07v5hMf2FrJOje5sl N9_shwgXA5c_ZyWATn 1-6-12 2-9-153-2-13 3-11-3 1-6-12 1-3-4 0-4-14 0-8-6 4.95 F12 Scale=1:11.1 3 6x6 2.12 F12 2 NAILED 9 1 " r rn c? Ll 10 5 4 NAILED 1.5x4 I I 3x4= 0-A-6 2-9-15 3-11-3 0- -6 2-9-9 Plate Offsets(X,Y)-- (2:0-3-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.02 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.04 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=2O% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=146/0-7-0,3=28/Mechanical,4=117/Mechanical Max Harz 1=43(LC 4) Max Uplift 1=-69(LC 4),3=-21(LC 8),4=-52(LC 4) FORCES. (lb)-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=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)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)1,3,4. 7)"NAILED"indicates 3-1od(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(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:10=-5(F) 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 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 mustbedfy 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 wlth 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 avallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 - Job • Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205501 J170573 J22 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:13 2017 Page 1 I D:IzW BCHf NRyzW I W zTfGxxeDydQZK-?fvV?xpM rtXOo7X02PvBQipesOtiXwvPhSpNfnyW ATi 1-6-12 2-9-15 4-9-4 7.0-2 1-6-12 1-3-4 1-11-5 2-2-13 Scale=1:18.4 3 4.95,12 0 I0 NAILED 2.12 12 11 6x6 CO NAILED 2 m 1 � N of 10 N 1 1 12 13 5 4 NAILED 6,5x4 II NAILED 3x4= 3x4= 0- -6 2-9-15 7-0-2 0- -6 2-9-9 4-2-3 Plate Offsets(X,Y)-- (2:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=264/0-7-0,3=111/Mechanical,4=151/Mechanical Max Horz 1=93(LC 8) Max Uplift 1=110(LC 4),3=-83(LC 8),4=-41(LC 4) Max Grav 1=264(LC 1),3=111(LC 1),4=160(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-539/159 BOT CHORD 1-6=-215/507,56=-2 18/495 WEBS 2-5=-508/223 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. 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)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)3,4 except Qt=1b) 1=110. 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(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:11=-0(F)12=5(F)13=-6(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M0-7473 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 applicablilty 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.bee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 7' Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205502 J170573 J22A Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:21 2017 Page 1 1 D:IzW BCHfNRyzW I W zTfGxxeDydQZK-mBOW hhvNy7YFl MBYW4231081 RccOPXHbXhloyJyW ATa 1-6-12 2-9-15 4-7-12 6-9-2 1-6-12 1-3-4 1-9-13 2-1-5 Scale=1:17.8 3 4.95 12 NAILED 11 2.12 12 6x6= NAILED 2 10 1 12 13 5 4 1 NAILED 6,5x4 II NAILED 3x4= 3x4= 0- -6 2-9-15 6-9-2 0- -6 2-9-9 3-11-3 Plate Offsets(X,Y)-- 12:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=254/0-7-0,3=105/Mechanical,4=148/Mechanical Max Horz 1=89(LC 8) Max Uplift 1=-107(LC 4),3=78(LC 8),4=-43(LC 4) Max Grav 1=254(LC 1),3=105(LC 1),4=155(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-506/152 BOT CHORD 1-6=-206/475,5-6=-208/464 WEBS 2-5=-478/214 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. 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 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)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)3,4 except Qt=1b) 1=107. 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(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:11=-0(B)12=-5(B)13=-6(B) 0 WARNING-Verity 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 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 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 RiversideHms/Lemasters /JK T12205503 J170573 J23 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:31 2017.Page 1 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-U6?ln51 fcBogyuvT5AEP9VYk6evdl3K3q FAKIkyWATQ 1-6-12 2-9.15 6-2-4 9.10-1 1-6.12 1-3-4 3-4-5 3-7-13 4 Scale=1:24.6 4.95 12 NAILED 13 5x5 3 2.12 F12 NAILED 6x6= 12 NAILED 2 11 1 14 7 3x4= 15 16 6 NAILED NAILED NAILED 5 3x5= 3x4= 0- -6 2-9-15 9-10-1 0- -6 2-9-9 7-0-2 Plate Offsets(X,Y)-- f2:0-3-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 6-7 >996 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.33 6-7 >356 180 BCLL 0:0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-14 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=390/0-7-0,4=82/Mechanical,5=335/Mechanical Max Horz 1=141(LC 8) Max Uplift 1=154(LC 4),4=-62(LC 8),5=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1027/302,2-3=-1 099/371 BOT CHORD 1-7=-403/970,6-7=-235/401 WEBS 3-7=-244/724,3-6=-479/281 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=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 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)4 except Qt=1b) 1=154,5=145. 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(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-0(B)13=-32(B)14=-5(B)15=-6(B)16=411(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGEM11-7473 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 bdlding 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 BCS]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 Hms/Lemasters /JK d T12205504 J170573 J23A Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:412017 Page 1 ID:IzWBCHfNRyzWIWzTfGxxeDydQZK-B7c4uW9wFG3Q9RgOhHPIZczRrgLn5awX7obrf9 WATG 9-6-12 2-9-15 6-0-12 9-7-1 1-66 12 1-3-4 3-2-13 3-6-5 4 Scale:1/2"=1' I� 4.95 F12 NAILED 13 5x5 i 3 2.12 Fi2 NAILED 12 0 6x6= ^ m r> NAILED 2 11 1 I 1 14 7 3x4= 15 C 16 6 NAILED NAILED NAILED 5 3x5= 3x4= 0- -6 2-9-15 9-7-1 0- 6 2-9-9 6-9-2 Plate Offsets(X,Y)-- f2:0-3-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.29 6-7 >393 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-MSH Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. BOT CHORD 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 Installation guide. REACTIONS. (Ib/size) 1=379/0-7-0,4=81/Mechanical,5=329/Mechanical Max Horz 1=137(LC 25) Max Uplift 1=-151(LC 4),4=-62(LC 8),5=-142(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-982/292,2-3=-1050/358 BOT CHORD 1-7=-387/927,6-7=-227/387 WEBS 3-7=-236/691,3-6=-465/272 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)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)4 except Qt=1b) 1=15115=142. 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:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:12=-0(B)13=32(B)14=-5(B)15=-6(B)16=-41(B) WARNING-trerlfy deslgn 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 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 wilh 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 RiversideHms/Lemasters /JK e 712205505 J170573 K01 Monopitch Structural Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:39:53 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-gLKdPdISQyajbHbi0odZ28TYGW bMv1 UlugVU4SyWAT4 2-0-0 3-11-8 2-0-0 1-11-8 2x4 I I Scale=1:18.4 4 3x5 i 3 a 7.00 F1_2' 2 CO 2x4 i q 1 a 6 5 3x4 i 1.5x4 II 3x4= 6 2-0-0 ,2-5-8 , 3-11-8 2-0-0 0 5-8 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC '0.04 Vert(TL) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 nta n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 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. All bearings 0-3-8 except Qt=length)1=2-5-8,5=Mechanical. (lb)- Max Horz 1=121(LC 11) Max Uplift All uplift 100 Ib or less at joints)1,5,6 Max Grav All reactions 250 Ib or less at joint(s)1,5,6,6 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=24fh eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 2=1-12,Interior(1)2-1-12 to 3-9-12 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)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 ANSIIrPI 1. 3)Gable studs spaced at 2-0-0 oc. 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)1,5,6. ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I1-7473 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 anMOW chord members only.Additlonal temporary and permanent bracing Itl1 OW 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 Cdlerta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexan dila.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205506 J170573 K02 Monopitch 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:17 2017 Page 1 I D:IzW BCHf NRyzW I W zTfGxxeDydQZK-7znhRgbVmKbJTzQJor3BOBScPBIIXuGgPPJlv3yW ASi 3-11-8 3-11-8 Scale=1:18.4 2 1.5x4 I I 7.00 F12 6 m CO 5 1 3 4 1.5x4 II 3x8 11 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 3-4 >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/TP12007 Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD, Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP Not except end verticals. WEBS 2x4 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) 3=136/Mechanical,4=136/0-5-8 Max Horz 4=132(LC 11) Max Uplift 3=-76(LC 9),4=-41(LC 12) Max Grav 3=157(LC 17),4=136(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=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;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 3-9-12 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)3,4. ®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 Mllek®conhectors.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 fabricaliom 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.Plexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205507 J170573 K03 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:30 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-FT3cAHIfiJ ETXzwp24oE2xVs2QCW4m UlOwyxtpyW ASV 1-1 -8 1-1 11-8 2x4 11 Scale=1:14.7 7.00 FIT 2 2x4 1 I 1 4 3 1.5x4 II 1.5x4 II I ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight:12 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=6?/1-11-8,3=62/1-11-8 Max Horz 4=88(LC 11) Max Uplift 4=-19(LC 8),3=-61(LC 9) Max Grav 4=82(LC 18),3=85(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)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=2ft;Cat. Il;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)Truss designed for wind loads in the plane of the thiss 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. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 2-0-0 oc. 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 lb uplift at joint(s)4,3. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEM11=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 damage. For general guidance regarding the fabrlcatlon,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,State 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK T12205508 J170573 K04 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:38 2017 Page 1 I D:IzW BCHfNRyzW IWzTfGxxeDydQZK-0?YdrOrhgnEKUBXLW Ix6NdgCFfvLyOSwEAuN9LyWASN 1-11-8 -11-8 Scale=1:18.7 7.00 FIT 2 1.5x4 III 2x4 11 1 1 3 4 2x4 11 3x4 11 1-11-8 1-11.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer' Installation guide. REACTIONS. (Ib/size) 3=62/Mechanical,4=62/0-5-8 Max Horz 4=128(LC 9) Max Uplift 3=-117(LC 9),4=-54(LC 8) Max Grav 3=118(LC 17),4=124(LC 18) 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=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 100 Ib uplift at joint(s)4 except(jt=1b) 3=117. Q WARNING-Verity desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-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 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 Hms/Lemasters /JK a T12205509 J170573 L01 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:45 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-JLTHJ Pw4Aw7KgGZhRjZ195dH6TE15Qbyrm5EvRyW ASG 2-0-0 7-0-0 10-3-14 14-6-0 18-8-2 22-0-0 27-0-0 29-0-0 , 2-0-0 5-0-0 3-3-14 4-2-2 4-2-2 3-3-14 5-0-0 2-0-0 Scale=1:49.8 4x7 NAILED NAILED = 3x4= 3x4 4x7= NAILED NAILED 4x4= 7.00 F12 3 26 4 27 28 29 5 30 31 6 7 3.00 12 5x12 °D 5x12 2 8 19 �� aD 0 17 16 32 1 34 5 14 101 13 35 12 11 10 6x6— 2x4 11 6x6= 3x4= 8x8 8x8= 3x4= 6x6= 2x4 11 6x6= NAILED NAILED NAILED NAILED 2-0-0 7-0-0 10-3-14 13-4-4 15-7-12 , 18-8-2 22-0-0 27-0-0_ 29-0-0 2-0-0 5-0-0 3-3-14 3-0 6 2.3.8 3-0 6 3-3-14 5-0-0 2-0-0 Plate Offsets(X,Y)-- f1:0-1-5,0-2-41;f3:0-5-4,0-2-O1,f7:0-5-4,0-2-O1,f9:0-1-5,0-2-41,fll:0-3-0,0-3-81,f13:0-4-0,0-4-81,f14:0-4-0,0-4-81,fl6:0-3-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.06 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.11 16-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.02 13 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:192 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-10,Right 2x4 SP No.2 1-6-10 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=949/0-5-8,9=216/0-5-8,13=246210-3-8 Max Horz 1=90(LC 7) Max Uplift 1=-434(LC 8),9=-223(LC 25),13=-1146(LC 8) Max Grav 1=968(LC 17),9=398(LC 14),13=2462(LC 1) FORCES. (lb)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-857/376,2-3=-1583R55,3-4=-869/490,5-6=-365/902,6-7=-264/415, 7-8=-426/323,8-9=-312/174 BOT CHORD 1-17=-793/1785,16-17=-818/1801,15-16=-673/1342,14-15=-507/869,13-14=-414/251I 12-13=-415/300,11-12=-207/311,10-11=-407/720,9-10=-384/710 WEBS 2-16=-499/257,3-16=-353/861,7-11=-26/259,8-11=-422/219,3-15=-736/349, 4-15=-264/693,4-14=-1400/699,5-14=-540/1211,5-13=-1669/863,6-13=-774/322, 6-12=-134/401,7-12=-582/253 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=3.0psf;h=25ft;B=45ft;L=29ft;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 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.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. 6) Provide mechanical connection.(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=434,9=223,13=1146. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)270 Ib down and 328 Ib up at 7-0-0 on top chord,and 301 Ib down and 170 Ib up at 6-9-14,and 307 Ib down and 173 ib up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) 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 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 properly Incorporate this design into the overall building design. Bracing Indicatedis 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 BCS1 Building Component 6904 Parke East Brod. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312 Aiexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK J 712205509 J170573 L01 ROOF SPECIAL GIRDER 1 1 Job Reference o tional Manning Building Supplies; Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:45 2017 Page 2 I D:IzW BCHfNRyzW IWzTfGxxeDydQZK-JLTHJPw4Aw7KgGZhRjZ195dH6TE15Qbyrm5EvRyWASG 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=-54,3-7=-54,7-8=-54,8-9=-54,l&22=-20 Concentrated Loads(lb) Vert:3=-1 99(F)14=-74(F)16=-307(F)26=-103(F)27=-103(F)29=-1 03(F)30=-1 03(F)32=-301(F)33=-74(F)34=-74(F)35=-74(F) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with 101100 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,]he building designer must verify the applicability of design parameters and properly Incorporate the 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 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,Alexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK s 712205510 J170573 L02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:40:56 2017 Page 1 I D:IzW BCHfNRyzW I W zTfC,xxeDydQZK-UTeRd93zbJ W nfyvoaXFK6QaCJvzWAM UaNzGJnly W AS5 2.0-0 9-0-0 14-6-0 20-0-0 27-0-0 29-0-0 r 2-0-0 7-0-0 5-6-0 5-6-0 7-0-0 2-0-0 Scale=1;51.1 4x10= 4x10= 3x4= 3 2324 4 2526 5 Z-:� 27 3.00 12 m 5 6 7 LLA tT 13 12 11 10 9 8 3x5 I I 1.5x4 11 4x4= 5x5= 5x5= 4x4= 1.5x4 11 3x5 I 2-0-0 9-0-0 13-4-4 15.7-1220-0-0 27-0-0 29-0-0 , 2-0-0 7-0-0 4-4-4 2-3-8 4-4-4 7-0-0 2-0 Plate Offsets(X,Y)-- (1:0-2-0,0-0-31,(3:0-8-0,0-2-41,(5:0-8-0,0-2-41,(7:0-2-0,0-5-111,[10:0-2-8,0-3-01,(11:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.19 12-13 >988 180 BCLL 0.0 Rep Stress Incr .YES WB 0.73 Horz(TL) 0.02 . 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:165 Ib 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, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:10-11,9-10. SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 FMffek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=374/0-5-8,7=268/0-5-8,10=1504/0-3-8 Max Harz 1=123(LC11) Max Uplift 1=-127(LC 12),7=88(LC 12),10=-557(LC 12) Max Grav 1=418(LC 21),7=316(LC 22),10=1504(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-316/90,3-4=39/319,4-5=-165/611 BOT CHORD 1-13=309/918,12-13=325/910,10-11=-551/282,8-9=-235/699,7-8=-220/710 WEBS 2-13=0/266,2-12=-785/382,3-12=-17/337,3-11=-667/289,4-11=-199/542, 4-10=-852/407,5-10=-805/346,5-9=-10/326,6-9=-762/370,6-8=0/283 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=29ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 23-0-0,Interior(1)23-0-0 to 27-0-0 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)7 except Qt=1b) 1=127,10=557. 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 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 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 Criterla,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 s' Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK � T12205511 J170573 L03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:05 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-kCgrW EAcT4eV EL5XcwwRzJSnRX5znSOuRbd bHyW ARy 2-0-0 6-6-0 11-0-0 14-6-0 18-0-0 22-6-0 27-0-0 29-0.0 2-0-0 4-6-0 4-6-0 3-6-0 3-6-0 4-6-0 4-6-0 2-0-0 Scale=1:51.1 5x5= e 3x4= 5x5= 4 25 26 5 27 28 6 7.00 F12 24 29 4x4 i 4x4 3 7 c5 T 3.00 12 5x12 5x12= 2 8 1 9 to 15 14 13 11 12 10 3x5 11 3x4= 3x4= 5x5= 5x5= 3x4— 3x4= 3x5 11 2-0-0 7-8-2 13-4-4 15-7-12 213-14 27-0-0 29-0-0 , r 2-0-0 5-8-2 5-8-2 2-3-8 5-8-2 5-8-2 2-0-0 Plate Offsets(X,Y)— (1:0-2-0,0-0-31,[4:0-2-8,0-2-11,[6:0-2-8,0-2-11,(9:0-2-0,0-5-111,112:0-2-8,0-3-0),(13:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.05 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.12 14-15 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.58 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:181 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:1-15,9-10. SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=311/0-5-8,9=196/0-5-8,12=1640/0-3-8 Max Harz 1=-1 59(LC 10) Max Uplift 1=-106(LC 12),9=-64(LC 12),12=-601(LC 12) Max Grav 1=377(LC 21),9=267(LC 22),12=1640(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-757/239,2-3=-896/345,3-4=-289/160,4-5=-33/397,5-6=-139/653,6-7=-53/274, 7-8=-624/224,8-9=-517/131 BOT CHORD 1-15=213/738,14-15=-135/305,13-14—308/179,12-13=-660/328,11-12=-494/258, 9-10=-118/504 WEBS 2-15=-391/236,3-15=-249/552,3-14=-388/252,4-14=-234/573,4-13=-634/295, 5-13=-250/656,5-12=-860/394,6-12=-747/337,6-11=-224/554,7-11=383/250, 7-10=-233/515,8-10=-315/202 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=29ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Intedor(1)1-10-4 to 11-0-0,Exterior(2)11-0-0 to 21-0-0,Interior(1)21-0-0 to 27-1-12 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 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)9 except gt=lb) 1=106,12=601. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-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 verity the applicab4llty 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/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 Hms/Lemasters /JK • 712205512 J170573 L04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:11 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-YM26ml FN3wPeyGZhyB1 sDahmly7XB7dngpOcoxyWARs 2-0-0 7.6-0 13-0-0 16-0-0 21-6-0 27-0-0 29-0-0 2-0-0 5-6-0 5-6-0 3-0 0 5-6-0 5-6-0 2-0-0 ' Scale=1:53.8 4x10= 4x4= 4 5 7.00 12 23 24 3x5 i 3x5 3 6 r 3.00 F12 5x12% 5x12 2 7 8 to 14 13 12 11 10 9 3x5 11 1.5x4 11 4x4= 5x5= 4x10= 4x4= 1.5x4 11 3x5 I I 2-0-0 , 7-6-0 13-4-4 15-7-12 21-6-0 27-0-0 29 0-0 , 2-0-0 5-6-0 5-10-4 2-3-8 5-10-4 5-6-0 2-0-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31,14:0-7-8,0-2-0),(8:0-2-0,0-5-1 11,(12:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 13-14 >999 180 BCLL 0.0 Rep Stress Incr. .YES WB 0.77 Horz(TL) 0.01 11 n1a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:179 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=344/0-5-8,8=219/0-5-8,11=1583/0-3-8 Max Horz 1=190(LC 11) Max Uplift 1=-114(LC 12),8=68(LC 12),11=-589(LC 12) Max Grav 1=405(LC 21),8=293(LC 22),11=1583(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-290/119,2-3=-401/105,3-4=-26/345,4-5=-52/490,5-6=-129/604 BOT CHORD 1-14=-230/775,13-14=240/770,12-13=-119/311,11-12=-382/241,9-10=136/538, 8-9=-129/545 WEBS 2-13=-493/253,3-13=-9/310,3-12=-619/293,4-12=-142/421,5-11—481/223, 6-11=608/288,6-10=-3/301,7-10=-464/241,4-11=762/332 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=29ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Extefior(2)13-0-0 to 16-0-0,Interior(1)19-0-0 to 27-0-0 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.uplif.at joint(s)8 except(jt=1b) 1=114,11=589. 0 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 Mlrek®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 BCS]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 RiversideHms/Lemasters /JK T12205513 J170573 L05 Roof Special 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:18 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-rizl EhKmP3Hfl Lb 1 s9fV?3UwFn UeKMOpRObUY1 yW ARI 2-0-0 , 8-3-0 14-6-0 20-9-0 27-0-0 29-0-0 22 0 6-3-0 6-3-0 6-3-0 6-3-0 2--0 Scale=1:55.1 5x5= 4 7.00 12 22 23 3x5 i 3x5 3 5 3.00 F12 5x12 5x12 Zz 2 6 IT� ES I� W 0 13 12 11 10 9 8 3x5 1 1.5x4 11 4x4= 5x5= 5x5= 4x4= 3x5 11 1.5x4 11 2-0-0 , 8-3-0 13-4-4 15-7-12 20-9-0 27-0-0 29-0 0 2-0-0 6-3-0 5 1-4 2-3-8 5-1-4 6-3-0 2-0-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-3),f7:0-2-0,0-5-111,[10:0-2-8,0-3-0),[11:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.04 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.12 12-13 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.53 Horz(TL) 0.01 10 n/a n/a BCD 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:174 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-10. SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=362/0-5-8,7=255/0-5-8,10=1528/0-3-8 Max Horz 1=214(LC 11) Max Uplift 1=-119(LC 12),7=-79(LC 12),10=-572(LC 12)_ Max Grav 1=417(LC 21),7=317(LC 22),10=1528(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-277/115,2-3=-385/100,3-4=-15/352,4-5=-99/572 BOT CHORD 1-13=-248/854,12-13=-259/846,11-12=-138/306,10-11=-458/279,8-9=-176/620, 7-8=-166/631 WEBS 4-10=-1091/416,5-10=-636/308,5-9=-2/308,6-9=-563/277,4-11=-179/470, 3-11=-651/313,3-12=-10/321,2-12=-588/287 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=25th B=45ft;L=29ft;eave=4fh Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-6-0,Exterior(2)14-6-0 to 17-6-0,Interior(1)27-0-0 to 29-0-0 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)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)7 except Ot=1b) 1=119,10=572. 0 WARNING-Verity desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II--7073 rev.10/03/2015 BEFORE USE. � Design valid for use orgy 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 wish 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.Alexandra VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205514 J170573 L06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:25 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-82uOi4P9mD9fdPdNn7H8nXHDKbmDT W Xr2_nMl7yW ARe , 2-0-0 6-0-0 10-0-0 14-6-0 19-0.0 23-0-0 27-0-0 29-0 2-0-0 4-0-0 4-0.0 4-6-0 4-6-0 ° 4.0-0 4-0-0 2-0-0 ' Scale=1:55.1 5x5= 5 7.00 F12 1,5x4 II 24 25 1.5x4 II 4 6 3x5 i 3x5 Q cc 3 7 3.00 12 5x12 5x12 2 8 9 ICP T 0 15 14 13 26 27 12 11 10 5x5 11 1.5x4 11 4x4= 5x8= 3x8= 4x4= 5x5 II 1.5x4 11 2-0-0 6-0.0 10-0.0 19-0-0 23-0-0 27-0-0 29-0-0 2.0-0 4-0-0 4-0-0 9-0-0 4.0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- fl:0-2-0,0-0-31,f9:0-2-0.0-3-111,[13:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.28 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.63 12-13 >552 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1073/0-5-8,9=1073/Mechanical Max Horz 1=214(LC 11) Max Uplift 1=-386(LC 12),9=-386(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-869/367,2-3=-1894!744,3-4=-1618/654,4-5=-1740/775,5-6=-1740/775, 6-7=-1618/654,7-8=-1894[744,B-9=-869/367 BOT CHORD 1-15=798/2232,14-15=-814/2245,13-14=-564/1710,12-13=-220/1000,11-12=-566/1610, 10-11=-820/2137,9-10=-804/2121 WEBS 5-12=-355/872,6-12=-296/218,5-13=-355/872,4-13=-296/218,3-13=-450/230, 2-14=-556/261,7-12=-450/230,8-11=556/260 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=29ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-6-0,Exterior(2)14-6-0 to 17-6-0,Interior(1)27-0-0 to 29-0-0 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)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) 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=386,9=386. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE M11-7473 rev.1010312016 BEFORE USE. Design valid for use only with MiTek®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 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.We Street,Suite 312 Alexandria•VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205515 J170573 L07 Roof Special 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:30 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-V?hHmoTlaloykB W LZgsJ Ub_OOcUU8pKaBGV7zKyWARZ 2-0-0 6-0-0 10-0-0 13-2-0 15-10-0 19-0-0 23-0-0 27-0-0 29-0.0 2-0-0 4-0-0 4-0 0 3-2-0 2-8-0 3-2-0 4-0-0 4-0-0 2-0-0 Scale=1:52.9 3x6= 3x5 3x5// 3x6— 5 6 7 8 28 7.00 F12 1.5x4 11 1.5x4 11 427 9 3x5 i 3x5 3 10 d6 3.00 FIT r� 5x12 5x12 Z , 11. 2 1 12 T� co 0 18 17 16 29 30 15 14 13 5x5 11 1.5x4 11 44= 5x8= 3x8= 44= 5x5 11 1.5x4 11 2-0-0 6-0-0 10-0-0 13-2-0 15-10-0 19-0-0 23-0-0 27-0-0 29-0-0 2-0-0 4-0-0 4-0-0 3-2-0 2-8-0 3-2-0 4-0-0 4-0-0 2-0-0 Plate Offsets(X Y)-- fl:0-2-0 0-0-3) f5:0-3-8 0-2-0) f8:0-3-8 0-2-0) fl2:0-2-0 0-3-111 fl6:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.30 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.69 15-16 >504 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.07 12 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrik-MSH Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. 5-8:2X4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. BOT CHORD 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 1-9-7,Right 2x4 SP No.2 1-9-7 Installation guide. REACTIONS. (Ib/size) 1=1073/0-5-8,12=1073/Mechanical Max Horz 1=-193(LC10) Max Uplift 1=-386(LC 12),12=-386(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-873/382,2-3=-1899/780,3-4=-1564/681,4-5=-1 596/771,5-6=-1 431/713, 6-7=-1064/562,7-8=-1431/713,8-9=-1596/771,9-10=-1 564/681,10-11=-1899!780, 11-12=-873/382 BOT CHORD 1-18=-826/2221,17-18=-842/2234,16-17=602/1710,15-16=267/1019,14-15=-599/1617, 13-14=-849/2132,12-13=833/2116 WEBS 3-16=-485/252,2-17=-537/256,10-15=-485/252,11-14=-543/256,6-16=-301/767, 7-15=-301/767 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=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave--tft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 13-2-0,Exterior(2)13-2-0 to 15-10-0,Interior(1)18-10-0 to 27-0-0 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 100 Ib uplift at joint(s)except Qt=1b) 1=386,12=386. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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.Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK • T12205516 J170573 L08 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:34 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-Nnxob9W pe_INCop6oWxFeR8kODvb4e6A6uTK65yWARV 2-0- 6-7 11-2-0 14-6-0 17-10-0 22-5-0 27-0-0 0.0 , 2-0 0 4-7-0 4-7-0 3-4-0 3-4-0 4-7-0 4-7-0 LN—WO Scale=1:51.1 4x4= 3x4= 4x4= 4 25 526 27 26 6 7.00 12 29 3x5 i 24 3x5 3 7 . 3.00 12 'D m 5x12= 5x12 Zz 8 Y:: 2 1 1 9 ICb Cb 0 15 14 13 30 31 12 11 10 5x5 11 1.5x4 11 4x4= 5x8= 3x8= 4x4= 1.5x4 11 5x5 II 2-0-0 6-7-0 11-2-0 17-10-0 22-5-0 277 0-0 29-0-0 , 2-0 0 4-7-0 4-7-0 6-8-0 4-7-0 4-7-0 2-0-0 Plate Offsets(X Y)— f 1:0-2-0 0-0-31 (9:0-2-0 0-3-111 f 13:0-4-0 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 0.34 Vert(LL) -0.11 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.28 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.08 9 n1a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8.00 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1073/0-5-8,9=1073/Mechanical Max Harz 1=-159(LC 10) Max Uplift 1=-386(LC 12),9=-386(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-864/383,2-3=-1860!779,3-4=-1447/675,4-5=-1 194/630,5-6=-1195/631, 6-7=-1445%674,7-8=-1860/779,8-9=-864/384 BOT CHORD 1-15=-853/2131,14-15=-870/2145,13-14=601/1589,12-13=-414/1241,11-12=595/1576, 10-11=-876/2144,9-10=-859/2128 WEBS 2-14=-579/291,3-14=-39/280,3-13=-563/278,4-13=-198/501,6-12=-198/500, 7-12=-564/279,7-11=39/281,8-11—579/291 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=29ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 11-2-0,Exterior(2)11-2-0 to 20-10-0,Interior(1)20-10-0 to 27-0-0 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 100 Ib uplift at Joint(s)except Qt=1b) 1=386,9=386. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 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 Hms/Lemasters /JK � T12205517 J170573 L09 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:39 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-kkkhfsaxSWwgJZi3b3XQLUsVyEejlyevG9A5oJyWARQ 2-0-0 5-7-0 9-2-0 14-6-0 19-10-0 23-5-0 27.0-0 29-0-0 , 2-0-0 3-7-0 3-7-0 5-4-0 5-4-0 3-7-0 . 3-7-0 2-0-0 Scale=1:50.6 4x7= 1.5x4 4x7= 4 24 25 5 26 27 6 l7.00 F12 4x4 i 23 28 4x4 3 7 3.00 12 5x12 5x12 z u 2 8 1 9 T 14 13 12 11 10 4x7 II 3x4= 3x4= 5x8= 3x4= 3x4= 4x7 11 2-0-0 9-2-0 14-6-0 19-10-0 27-0-0 29-0-0 2-0-0 7-2-0 5-4-0 5-4-0 7-2-0 2-0-0 Plate Offsets(X Y)-- f1:0-3-8 Edgel f4:0-5-4,0-2-01,[6:0-5-4,0-2-01,19:0-3-8 Edgel f-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 0.71 Vert(LL) 0.14 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.37 13-14 >944 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1073/0-5-8,9=1073/Mechanical Max Horz 1=-129(LC 10) Max Uplift 1=-386(LC 12),9=386(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2326/926,2-3=-2664/1113,3-4=-1621[737,4-5=-1555/773,5-6=-1555[773, 6-7=-1621/737,7-8=-2664/1112,8-9=-2326/926 BOT CHORD 1-14=-884/2269,13-14=-666/1623,12-13=-478/1358,11-12=-475/1358,10-11=656/1623, 9-10=-894/2269 WEBS 2-14=-846/434,3-14=-310/831,3-13=-406/239,4-13=-125/427,4-12=-140/365, 5-12=-333/230,6-12=-140/365,6-11=-125/427,7-11=-406/239,7-10=-310/831, 8-10=-846/434 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=29ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 9-2-0,Exterior(2)9-2-0 to 22-10-0,Interior(1)22-10-0 to 27-1-12 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 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 girders)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=386,9=386. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. � Design valid for use orgy 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 t 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 Hms/Letnasters /JK � T12205518 J170573 L10 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:45 2017 Page 1 I D:IzW BCHfNRyzW I WzTfGxxeDydQZK-Zu5yvwfi2Mhg 1 U9DyKegbl6bJfbt9Z4ne5dP?zyWARK 2-0-0 7-0-0 10-9-0 14-4.0 18-1-0 21-10-0 27-0-0 29-0-0 2-0-0 5-0-0 3 9-0 3-7-0 3-9-0 3-9-0 5-2-0 2-0-0 Scale=1:52.1 5x5= 4 7.00 F12 1.5x4 I 4x4= 3x4= 4x7= 5 6 3 24 3.00 12 5x12 5X12 N 2 8 a 1 9 Tm i-o 15 14 25 26 13 12 11 27 28 29 10 3x5 I I 1.5x4 II 4x10= 5X8= 8x8= 8x8= HTU26 2x4 II 6x10= HTU26 HTU26 HTU26 2-0-0 7-0-0 14-4-0 18-1-0 21-10-0 27-0-0 29-0-0 , 2-0-0 5-0-0 7-4-0 3-9-0 3-9-0 5-2-0 2-0-0 Plate Offsets(X Y)-- f1:0-2-0 0-0-3) (7:0-5-4 0-2-0) f11:0-3-8 0-4-4) 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 0.47 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.33 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applfed or 3-4-14 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. 9-12:2x6 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 i-9-7,Right 2x4 SP No.2 1-10-4 REACTIONS. (lb/size) 1=1532/0-5-8,9=2750/Mechanical Max Horz 1=152(LC 24) Max Uplift 1=-581(LC 8),9=-1 140(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1516/578,2-3=-2808/1084,3-4=-2817/1212,4-5=-4368/1829,5-6=-3673/1502, 6-7=-3966/1647,7-8=-4845/1963,8-9=-2976/1235 BOT CHORD 1-15=-1155/3038,14-15=-1 180/3081,13-14=-689/2032112-13-1 502/3962, 11-12=-1645/4239,10-11=-2448/5809,9-10=-2419/5736 WEBS 2-15=-268/158,2-14=-701/330,3-14=-299/231,4-14=-310!745,4-13=-1340/3271, 5-13=-2319/1012,7-11=-970/2430,8-11=-1686/851,8-10=-336/511,6-12=-487/419, 7-12=-6661700,'6-13=-546/407 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 1-0-0 oc,2x6-2 rows staggered at 0-9-0 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=2911t;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 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 jive loads. 7)'This truss has been designed for a jive 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=I O.Opsf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=581,9=1140. 10)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 21-6-12 from the left end to 25-11-4 to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. to) Olaf Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 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/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,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK a T12205518 J170573 LTO Roof Special Girder 1 n 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:45 2017 Page 2 I D:IzW BCHfNRyzW I W zTfGxueDydQZK-Zu5yvwfi2Mhq 1 U9DyKegbl6bJfbt9Z4ne5dP?zyWARK LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-5=-54,5-7=-54,7-8=-54,8-9=-54,16-20=-20 Concentrated Loads(lb) Vert:11=-1310(6)27=-240(B)28=-240(B)29=-351(B) ®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 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 stabiilty 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 Hms/Lemasters/JK T12205519 J170573. Mot Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8-130 s Sep 15 2017 MiTek Industries,Inc- Fri Oct 6 09:41:50 2017 Page 1 I D:IzW BC Hf N RyzW I WzTfGxxeDydQZK-vsurydjrtuJ67F1 BktD?IppLpgMTgsoW nNLAhAyW ARF 2-0-0 7-0-0 10-9-0 14-6-0 19-6-0 21-6-0 2-0-0 5-0-0 3-9-0 3-9-0 5-0-0 2-0-0 Scale=1:37.6 4x4= NAILED NAILED 3x4= NAILED 4x4= 7.00 F12 3 20 4 21 5 3.00 Fi2 w 6x8% 6 6x8� v 2 1 7 1O 0 11 10 22 23 24 25 8 1.5x4 II 5x10= NAILED NAILED NAILED 6x8= 1.5x4 11 6x6 I I 6x6 I I Special 2-20:20 0 7-0-0 14-6-0 19-6-0 21-6-0 2-0-0 5-0-0 7-6-0 5-0-0 2-0-0 Plate Offsets(X Y)-- fl:0-3-0 0-0-31 f2:0-5-8 0-3-0) f6:0-5-8 0-3-01 [7:0-3-0 0-2-111 [10:0-4-12 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 0.87 Vert(LL) 0.20 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1-25 BC 0.70 Vert(TL) -0.45 9-10 >576 180 BCLL 0.0 Rep Stress Incr I NO WB 0.42 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:115Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1859/0-5-8,7=1855/0-5-8 Max Horz 1=-91(LC 6) Max Uplift 1=-888(LC 8),7=887(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 533/730,2-3=-3516/1732,3-4=-2992/1548,4-5=-3039/1568,5-6=-3470/1713, 6-7=-1516/723 BOT CHORD 1-11=-1797/3711,10-11=-1832/3766,9-10=-1571/3227,8-9=-1838/3783,7-8=-1807/3736 WEBS 2-11=344/220,2-10=786/431,3-10=576/1356,4-10=385/269,4-9=-326/245, 5-9=-568/1335,6-9=-841/453,6-8=-295/201 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;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=888,7=887. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 310 lb up at 7-0-0,and 203 Ib down and 310 Ib up at 14-6-0 on top chord,and 301 Ib down and 170 Ib up at 6-9-14,381 Ib down and 208 Ib up at 7-2-2,and 381 Ib down and 208 Ib up at 14-3-2,and 301 Ib down and 170 Ib up at 14-8-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,12-16=-20 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M7EK 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'properiy 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 Hms/Lemasters /JK T12205519 J170573 M01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:50 2017 Page 2 I D:IzW BCHf N RyzW I W zTfGxxeDydQZK-vsurydjrtuJ67F1 BktD?IppLpgMTgsoW nNLAhAyW ARF LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-1 14(B)5=1 14(B)10=682(B)4=-103(B)9=-381(B)20=-103(B)21=11 03(B)22=74(13)23=-74(B)24=-74(B)25=-301(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 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 8904 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 RiversideHms/Lemasters /JK 712205520 J170573 M02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:55 2017 Page 1 ID:IzW BCHfNRyzW IWzTfGxxeDydQZK-Gpik?Ln_hRxPE1 w8XQpA?sW Fi h5DV20Fx12xMOyWARA HO -0 8-8-0 12-10-0 19-6-0 21-6.0 6-8-0 4-2-0 6-8-0 2-0-0 Scale=1:38.4 4x7= 5x5= 3 20• 21 22 234 7.00 FIT 19 24 3.00 12 5x12 5x12 zZ 5 2 T 1 6 to EEO 10 9 8 7 3x5 II 1.5x4 II 5x5= 4x10= 1.5x4 II 3x5 II 2-0-0B-8-0 12-10-0 19-6-0 21.6-0 2-0-0 6-8-0 4-2-0 6-8-0 2-0-0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,f3:0-5-4,0-2-41,14:0-2-8,0-2-11,[6:0-2-0,0-5-111,[9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.25 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:117 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 BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=796/0-5-8,6=796/Mechanical Max Horz 1=-1 18(LC 10) Max Uplift 1=286(LC 12),6=286(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-545/252,2-3=-1124/484,3-4=-903/491,4-5=-1116/481,5-6=-543/253 BOT CHORD 1-10=-684/1680,9-10=-705/1683,8-9=-305/893,7-8=-709/1686,6-7=-688/1684 WEBS 2-9=-857/418,3-9=-32/296,4-8=-38/299,5-8=-868/418 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)0-0-0 to 2-0-0,Interior(1)2-0-0 to 8-8-0,Exterior(2)8-8-0 to 15-10-0,interior(1)15-10-0 to 19-6-0 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=286,6=286. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE 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 applicabillty 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 s Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK � 712205521 J170573 M03 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:41:59 2017 Page 1 I D:IzW BCHfN RyzW I W zTfGxxeDydQZK-8bxFriq UlfSgieEvmGu69ih 7 81 RCRyLrsH09V9yW AR6 2-0-0 7-0-0 10-9-0 14-6-0 19-6-0 _ 21-6-0 2-0-0 5-0-0 3-9-0 3-9-0 5-0-0 2-0-0 Scale=1:39.9 . 5x5= 4 7.00 12 1.5x4 11 20 21 1.5x4 11 3 5 3.00 F12 5x12 5x12 6 2 f 7 I� 1 11 10 22 23 9 8 3x5 II 1.5x4 11 5x8= 4x10= 1.5x4 11 3x5 11 2-0-0 14-6-0 _19-6-0 21-6-0 2-0-0 5.0-0 7-6-0 5-0-0 r 2-0-0 Plate Offsets(X Y)— f1:0-2-0 0-0-31 f7:0-2-0 0-5-1 1) f10:0-4-0 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 0.32 Vert(LL) -0.10 9-10. >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.25 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 FBC2014/fP12007 Matrix-MSH Weight:121 Ib FT=20% LUMBER- BRACiNG- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied oro-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-8 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=796/0-5-8,7=796/Mechanical Max Horz T=-I 52(LC 10) Max Uplift 1=-286(LC 12),7=-286(LC 12) , FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-626/268,2-3=-1245/493,3-4=-1377/627,4-5=-1364/620,5-6=-1 241/492, 6-7=-625/268 BOT CHORD 1-11=-613/1574,10-11=-625/1589,9-10=-177/722,8-9=-631M73,7-8=-618/1563 WEBS 4-9=-304/704,5-9=348/249,6-9=-577/301,4-10=-311/713,3-10=-353/252, 2-10=-573/301 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=2411;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 10-9-0,Exterior(2)10-9-0 to 13-9-0,Interior(1)19-6-0 to 21-6-0 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)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) 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=286,7=286.. ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE 114II--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 1' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing P�IVIiTek" 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 Hms/Lemasters /JK 712205522 J170573 Not Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc..Fri Oct 6 09:42:04 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-VYIBuQudaC47pP6tZpTHsmOm4J7S5.Gna?YkwAMyWAR1 2-0-0 5-0-0 10-0-0 13-0-0 15-0-0 2-0-0 3-0-0 5-0-0 3-0-0 2-0-0 Scale=1:26.0 4x7= NAILED NAILED 4x4= 7.00 12 3 19 20 4 3.00 12 5x12 5 5x12 zz o 2 N 6 Qi 1� q nil H o 1 10 21 9 22 23 B 24 7 5x5 II 1.5x4 it 4x4= NAILED 4x10= 1.5x4 I NAILED NAILED 5x5 I NAILED 2-0-0 5-0-0 10-0-0 13-0-0 15-0-0 2-0-0 3-0-0 5-0-0 3-0-0 2-0-0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,[3:0-5-4,0-2-01,[6:0-2-0,0-3-111 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 0.75 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:78 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1069/0-5-8,6=1065/0-5-8 Max Horz 1=-58(LC 23) Max Uplift 1=-501(LC 8),6=-500(LC 8) FORCES. (1b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except wheri shown. TOP CHORD 1-2=-900/431,2-3=-1978/981,3-4=-1739/900,4-5=-1956/972,5-6=-895/429 BOT CHORD 1-10=-973/2060,9-10=-990/2082,8-9=-825/1725,7-8=-987/2077,6-7=-971/2057 WEBS 2-9=-404/203,3-9=185/561,4-8=-183/559,5-8=-416/208 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=501,6=500. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 lb down and 315 Ib up at 5-0-0,and 194 Ib down and 315 Ib up at 10-0-0 on top chord,and 171 to down and 100 lb up at 5-2-2,and 171 Ib down and 100 lb up at 9-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) 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:1-2=-54,2-3=-54,3-4=54,4-5=-54,5-6=-54,11-1'5=-20 Concentrated Loads(lb) Vert:3=-1 18(F)4=-118(F)9=-1 71(F)8=-171(F)19=-54(F)20=-54(F)21=-120(F)22=-49(F)23=-49(F)24=-120(F) ® WARNING.Verily 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 a muss 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 y Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK s T12205523 J170573 NO2 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:09 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-sW Y 1 x7xm0kiQvA_gMM3SZp5kkKvJ mUhJ9gRhrayW AQy 2-0-0 7-0-0 8-0-0 13-0-0 15-0-0 2-0 0- 5-0-0 1-0-0 5-0-0 2-0-0 Scale=1:28.8 4x4= 4x4= 3 4 7.00F1_2 2 19 0 3.00 12 `4 5x12 5 5x12 2 1 6 71 p Icp D Li 10 9 84x4= 7 1.5x4 11 4x4= 1.5x4 11 3x5 II 3x5 II 2-0-0 7-0-0 B-0-0 13-0-0 15-0-0 2-0-0 5-0-0 1-0-0 1 5-0-0 2-0-0 Plate Offsets(X Y)-- f1:0-2-0 0-0-31 f6:0-2-0,0-5-1 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.31 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 . Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:80 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 8-5-10 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=555/0-5-8,6=555/0-5-8 Max Horz 1=-91(LC 10) Max Uplift 1=-1 99(LC 12),6=-199(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-410/209,2-3=-725/329,3-4=-634/339,4-5=-7251329,5-6=-410/209 BOT CHORD 1-10=-458/1086,9-10=-472/1088,8-9=-187/575,7-8=-477/1088,6-7=-463/1086 WEBS 2-9=-565/297,5-8=-565/297 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 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 8-0-0,Interior(1)11-0-0 to 13-0-0 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 Qt=1b) 1=199,6=199. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 Hms/Lemasters /JK T12205524 J170573 NO3 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:13 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-kHnYnV?GSzCrOolcbCBOjfGPhyFhi Hov4SPu_LyWAQu 2-0-0 7-6-0 13-0-0 15-0-0 2-0-0 5-6-0 5-6-0 2-0-0 Scale=1:30.2 44= 3 7.00 F12 17 18 3.00 F12 5x12 4 5x12 2 1 5 10 0 g 7 6 3x5 II 1.5x4 II 4x10= 1.5x4 II 3x5 11 7-6-0 13-0-0 2-0-0 5-6-0 5-6-0 Plate Offsets(X Y)— 11:0-2-0 0-0-31 f5:0-2-0 0-5-111 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) 0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:77 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 8-6-4 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=555/0-5-8,5=555/0-5-8 Max Horz 1=-98(LC 10) Max Uplift 1=-1 99(LC 12),5=-199(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-405/198,2-3=-710/306,3-4=-710/306,4-5=-405/198 BOT CHORD 1-8=-453/1095,7-8=-467/1097,6-7=-472/1097,5-6=-458/1095 WEBS 3-7=-78/390,4-7=-598/315,2-7=-598/315 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 2-0-0,Interior(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,Interior(1)13-0-0 to 15-0-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=199,5=199. ®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 WOO 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 ,/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 fabricatlon,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 ih Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205525 J170573 N04 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:22 2017 Page 1 ID:IzWBCHfNRyzWIWzTfG xeDydQZK-zOgygZ6wKkLazAUKcboVbY8v9alOJG7E8M5toJyWAQI 2-0-0 4-9-0 7-6-0 10-3-0 13-0-0 15-0-0 � 2-9-0 2-9-0 2-9-0 2-9-0 2-0-0 Scale=1:30.0 5x5 11 4 7.00 12 3x8 i 3x8 3 5 3.00 F12 10x10 i 10x10 6 2 1 7 �c 0 12 19 11 20 10 21 98x8= 22 8 23 HTU26 HTU26 8x8_ HTU26 8x8— HGUS28-2 NAILED NAILED 6x8— HTU26 6x8 2-0-0 4-9-0 7-6-0 10-3-0 13-0-0 15-0 0 2-0-0 2-9-0 2-9-0 2-9-0 2-9-0 2-0 0 Plate Offsets(X Y)-- [1:0-1-3 0-3-3) [2:0-1-0 Edge) [6:0-1-0 Edgel [7:0-1-3 0-3-3j [8:0-2-6 0-1-61 f9:0-3-8 0-5-4) [10:0-4-0,0-5-01,[11:0-3-8,0-5-41,[12:0-2-6,0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in (loo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.22 9-10 >808 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:203 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 2x4 SP No.2`Except` 6-8,2-12:2x6 SP No.2 REACTIONS. (Ib/size) 1=4402/0-5-8,7=3816/0-5-8 Max Horz 1=-98(LC 6) Max Uplift 1=-1678(LC 8),7=-1506(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-8958/3428,2-3=-8077/3115,3-4=-5896/2346,4-5=-5893/2345,5-6=-8199/3256, 6-7=-7887/3122 BOT CHORD 1-12=-3287/8620,11-12=-3120/8214,10-11=-265016989,9-10=-277017088, 8-9=-2735/6960,7-8=-2993/7590 WEBS 4-10=-2257/5717,5-10=2639/1136,5-9=-1088/2694,6-8=-2169/888,3-10—2509/977, 3-11—908/2531,2-11=1278/487,2-12=-1399/577 NOTES- 1)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:2x8-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered 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=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 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 100 Ib uplift at joint(s)except Qt=1b) 1=1678,7=1506. 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 2-0-12 from the left end to 7-9-4 to connect truss(es)to back face of bottom chord. 9)Use Simpson Strong-Tie HGUS28-2(36-1 Od Girder,12-1 Od Truss)or equivalent at 9-8-8 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)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. i &WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473rev.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 tauMOW web and/or chord members only.Additional temporary and permanent bracing I V I OW 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 T• Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK ' 712205525 J170573 N04 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:22 2017 Page 2 I D:IzW BCHfN RyzW I WzTfGxxeDydQZK-zOgygZ6wKkLazAUKcboVbYBv9alOJG7E8M5toJyWAQI LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-6=-54,6-7=-54,13-16=-20 Concentrated Loads(lb) Vert:10.1053(B)12=-1053(B)19=-1053(B)20=-1053(B)21=-2730(B)22=-83(B)23=-83(B) 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 possble personal Injury and property damage. For general guidance regarding the fabricatlom storage,deilvery,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 T1 Jo Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK T12205526 J170573 R01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 609:42:27 2017 Page 1 ID:IzW BCHfNRyzW I WzTfGxxeDydQZK-KzdrjH929Gzs3xNIP80glcronb0q_gezldoeTXyWAQg 2-0-0 5-0-0 8-8-0 11-8-0 13-8-0 2.0.0 3.0-0 3-8-0 3-0-0 2-0-0 Scale=1:24.8 4x7= NAILED 4x4= 7.00 F12 3 21 4 3.00 12 5x12 5 5x12 °J 2 N 1 6 171 F1 Io jjj 10 22 9 23 8 24 7 111 1.5x4 II 4x4= NAILED 4x10= 1.5x4 II 3x5 I I NAILED 3x5 I I NAILED 2-0-0 5-0-0 8-8-0 11-8-0 13-6-0 1$$0 2-0-0 3-0-0 3-8-0 3-0-0 1-10-0 0-2-0 Plate.Offsets(X Y)-- [1:0-2-0,0-0-31,[3:0-5-4,0-2-01,[6:0-2-0,0-5-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.05 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.10 9-10 >999 180 BCLL 0.0 Rep Stress Incr' NO WB 0.12 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-8 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=945/0-5-8,6=987/0-3-8 Max Horz 1=-58(LC 6) Max Uplift 1=440(LC 8),6=-460(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-783/374,2-3=-1685/838,3-4=-1444/757,4-5=-1641/818,5-6=-426/207 BOT CHORD 1-10=-855/1826,9-10=-869/1842,8-9=-728/1462,7-8=-750/1588,6-7=-737/1574 WEBS 2-9=-424/211,3-9=-177/512,4-8=-157/474 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=440,6=460. 7)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3-25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 lb down and 315 lb up at . 5-0-0,and 194 Ib down and 315 Ib up at 8-8-0 on top chord,and 171 lb down and 100 lb up at 5-2-2,and 171 to down and 100 to up at 8-5-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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=125 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,11-15=-20 Concentrated Loads(lb) Vert:3=-118(B)4=-118(8)9=-171(B)8=-171(8)21=-54(B)22=-120(B)23=-49(B)24=-120(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valld 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 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 Hms/Lemasters /JK 712205527 J170573 R02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:32 2017 Page 1 I D:IzW BC HfNRyzW I W zTfGxxeDydQZK-gxRkm_D B_oc9AiFFCh_r?fYgGcmhfvGiSvW P9kyWAQb 2-0-0 6-10-0 11-8-0 13-8-0 2-0-0 4-10-0 4-10-0 2%% 4x4= Scale=1:27:7 3 7.00 12 19 20 3.00 12 5x12 4 5x12 zz 2 1 5 �o 8 7 6 3x5 11 1.5x4 11 4x10= 1.5x4 II 3x5 II 2-0-0 6-10-0 11-8-0 13-6-0 is-$-0 2-0-0 4-10-0 4-10-0 1-10-0 0-2-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-31,(5:0-2-0,0-5-111 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 0:29 Vert(LL) 0.03 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:70 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 9-1-1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-9-7,Right 2x4 SP No.2 1-9-8 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=494/0-5-8,5=518/0-3-8 Max Horz 1=-87(LC 10) Max Uplift 1=-177(LC 12),5=-186(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-371/192,2-3=-620/279,3-4=-620/277 BOT CHORD 1-8=-405/943,7-8=-416/945,6-7=-359/818,5-6=-347/817 WEBS 3-7-73/339,4-7=-3861219,2-7=-5081281 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=24fh eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-10-0,Exterior(2)6-10-0 to 9-10-0,Interior(1)11-8-0 to 13-8-0 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)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=lb) 1=177,5=186. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 01.7473 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 �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,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205528 J170573 Sol Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies,, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:37 2017 Page 1 I D:IzW BCHfNRyzW I W zTfGxxeDydQZK-1 uEcgiH KoLERGU7D?FZOij FVzdVLKA5RbBDAgyyW AQW 2-0-03-0-0 7-2-0 2-0-0 1-0-0 4-2-0 Scale=1:14.1 7.00 FITW NAILED 1.5x4 11 = 3 12 4 3.00 12 4x7 2 Ll 1 . LP 7 13 6 14 5 1.5x4 II 3x4= NAILED NAILED 3x5 11 3x4= 2-0-03-0-0 7-2-0 2-0-0 1-0-0 4-2-0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,J2:0-5-4,0-2-01,J3:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 eLumber DOL 1.25 BC 0.26 Vert(TL) -0.03 5-6 >999_ 180 BCLL 0.0 Rep Stress iricr NO WB 0.18 Horz(TL) 0.01 5 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:37Ito 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 9-9-4 oc bracing. SLIDER Left 2x4 SP No.2 1-9-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 1=387/0-5-8,5=371/Mechanical Max Horz 1=69(LC 7) Max Uplift 1=-187(LC 4),5—199(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-325/165,2-3=-637/328 BOT CHORD 1-7=-357/658,6-7=-359/665,5-6=-312/574 WEBS 3-6=-162/378,3-5=-613/316 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=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 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=1b) 1=187,5=199. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")tae-naits per NDS guidlines. - 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)102 Ib down and 141 ib up at 3-0-0 on top chord,and 104 ib down and 84 Ib up at 3-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) 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:1-2=-54,2-3=54,3-4=-54,5-8=-20 ®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 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 BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria VA 2231A. Tampa,FL 33610 r Job Truss Truss Type Qty Ply RiversideHms/Lemasters /JK T12205528 4 J170573 Sol Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:37 2017 Page 2 I D:IzW BCHfNRyzW I WzTfGpreDydQZK-1 uEcgiH KoLERGU7D?FZOijFVzdV LKA5RbBDAgyyWAQW LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=1 6(B)6=-104(B)12=-1 6(B)13=-89(B)14=-13(6) ®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 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 MiTe 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/TPiI 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. Tampa,FL 33610 Job7 Truss Truss Type Qty Ply . Riverside Hms/Lemasters /JK T12205529 J170573 S02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:42 2017,Page 1 ID:IzW BCHfN RyzW I WzTfGxxeDydQZK-Osl VtPLSdtskM FOAno9BPmzPieEH?TFAITxwV9yWAQR 2-0-0 5-0-0 7-2-0 2-0-0 3-0-0 2-2-0 Scale=1:19.8 4x7= 1.5x4 II 3 4 7.00 F12 3.00 F12 4x7 2 1 LJ 7 6 5 1.5x4 II 4x4= 3x5 11 3x4= 2-0-0 5-0-0 7 2 0 2-0-0 3-0-0 2-2.0 Plate Offsets(X Y)-- [1:0-2-0,0-0-31,f2:0-5-4,0-2-01,[3:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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 1-9-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=260/0-5-8,5=260/Mechanical Max Horz 1=127(LC 11) Max Uplift 1=-89(LC 12),5=-1 18(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-7=-309/483,6-7=-314/479 WEBS 2-6=-297/205,3-5=-279/195 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 2-0-0,Interior(1)2-0-0 to 5-0-0,Exterior(2)5-0-0 to 7-0-4 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. 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)1 except(jt=1b) 5=118. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfrrEK 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 Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandfla,VA 22314. Tampa,FL 33610 +- Jobs Truss Truss Type Qty Ply RiversideHms/Lemasters /JK 712205530 J170573 S03 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:48 2017 Page 1 ID:IzWBCHfNRyzWIWzTfGxxeDydQZK-DOPn7SQDDjdu5ATK82Gbe1 DPt3FRP81370OFjpyWAQL 2-0-0 6-8-0 7-2-0 2-0-0 4-8-0 0-6-0 3x4= 3x4= Scale=1:23.7 3 4 7.00 F12 11 3.00 F12 5x12% 2 cci I Li 6 5 3x5 11 1.5x4 II 4x4= 2-0-0 7-2-0 26-02 5-2-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-31,f3:0-2-0,0-2-51,f4:Edge,0-1-81 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 0.31 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 5 Na n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:39 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. SLIDER Left 2x4 SP No.2 1-9-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=260/0-5-8,5=260/Mechanical Max Horz 1=175(LC 11) Max Uplift 1=-86(LC 12),5=-106(LC 9) Max Grav 1=260(LC 1),5=274(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-355/619,5-6=-373/620 WEBS 2-5=-536/341 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=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-8-0,Exterior(2)6-8-0 to 7-0-4 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. 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)1 except Ot=lb) 5=106. 0 WARNING-Verity 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 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 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 Atexandda.VA 22314. Tampa,FL 33610 Joe Truss Truss Type Qty Ply Riverside Hms/Lemasters /JK 712205531 J170573 SO4 Monopitch Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 09:42:52 2017 Page 1 ID:IzW BCHfNRyzW I WzTfC,meDydQZK-5neHzgTkGy7JZnn5NuLXotN4egT6Lvbe20MSsayWAQH 2-0.0 4.5.q 7-2-0 2-0-0 2-5-4 2-8-12 Scale=1:26.1 4 1.5x4 7.00 F12 5x5 i 3 3.00 12 4x10 5 2 1 LLI 11 7 12 6 13 5 HTU26 2x4 Il HTU26 8x8_ HTU26 6x6= 8x8= 2-0-0 4-5-4 7-2-0 2-0-0 2-5-4 2-8-12 Plate Offsets(X Y)-- [6:0-3-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.02 5 n/a n/a, BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, 2-4:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-3 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1516/0-5-8,5=1330/Mechanical Max Horz 1=183(LC 20) Max Uplift 1=-558(LC 8),5=-505(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2700/992,2-3=-1520/564 BOT CHORD 1-7=-965/2604,6-7=-983/2658,5-6=-509/1295 WEBS 2-7=-130/308,2-6=-1436/553,3-6=-609/1715,3-5=-1712/686 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;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);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 100 Ib uplift at joint(s)except Qt=lb) 1=558,5=505. 6)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-2-12 from the left end to 5-2-12 to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:11=-776(F)12=-776(F)13=-776(F) 0 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 pp� 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 BCS]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 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. (Drawings not to scale] Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss1 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, 1 c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBS �c�1.4 may require bracing,or alternative Tor I 0 bracing should be considered. O c0 = U 3. Never exceed the design loading shown and never a �p U stock materials on Inadequately braced trusses. a- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 CSb 0 designer,erection supervisor,property owner and plates 0-1716" 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 MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 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, .g, 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 611 portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, W1 0 is not sufficient. BCSI: Building Component Safety Information, i� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015