The URL can be used to link to this page

1883 Atlantic Beach Dr revised new home permit : i , % CITY OF ATLANTIC BEACH s) 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: 17-SFR-3338-01 Description: new single family dwelling Estimated Value: 650000 Issue Date: 8/18/2017 Expiration Date: 2/14/2018 PROPERTY ADDRESS: Address: 1883 ATLANTIC BEACH DR RE Number: PROPERTY OWNER: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502MATTHEW ROBERTS ORANGE PARK, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. (r1 x`11 Permit Conditions City' F7 ofAtlanticBeach Permit Number: 17-SFR-3338-01 Description: new single family dwelling Applied: 2/24/2017 Approved: 8/18/2017 Site Address: 1883 ATLANTIC BEACH DR Issued: 8/18/2017 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner: RIVERSIDE HOMES OF N FL Parent Project: Contractor: RIVERSIDE HOMES OF N FL Details: BROUGHT IN REVOCABLE ENCROACHMENT PERMIT LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 8/30/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 8/30/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 8/30/2017 ROLL OFF CONTAINER INFORMATIONAL j PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 4 8/30/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. i S 8/30/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed:Wednesday,04 October, 2017 1 of 1 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 x _ REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date '61 Z�A 11'+ Revision to Issued PermitzCorrections to Comments Permit # l'�-5FIL-3338-0 Project Address 106% 3 A'k1Qofi L fXkLV\ W A)-- Contractor/Contact Name Q��t.CS� %Ae-S Phone :5o3 "+C7SS Email JU-, lJADfne- •Com Description of Proposed Revision/ Corrections: Permit Fee Due $C-4) 50.00 Additional Increase in Building Value $ Additional S.F. By signing below, I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: uildi la Em21niRtratPr Reviewed By Tree is Wor s CP ublic Utilities Public Safety Date Fire Services ' rS y1�y j•,Ji CITY OF ATLANTIC BEACH s� 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date �A I(q Revision to Issued Permitzcorrections to Comments Permit # l'�-S F?--(L 333 _ o� Project Address_ 1 $13 &+ O f yi L e,Q„( C'VN Contractor/Contact Name Phone t Email Description of Proposed Revision/Corrections: Permit Fee Due$ _w huas� o`an on 10+ Additional Increase in Building Value$ Additional S.F. By signing below,I (printed name) affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved v PP Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: uildi Pla ing onin Reviewed By Tree 77—inistrator is Wor<s ublic Utilities 0 —� Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road AUG 19 2017 Atlantic Beach,Florida 32233 L REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit/Corrections to Comments Permit# l a-S F — K. 3338 0� Project Address 3 A+rami L fJ44�[_y/1 -OCAL Contractor/Contact Name L(S� *kbMt,S Phone ff G)y— �3 "�C7SS Email—L Description of Proposed Revision/Corrections: Permit Fee Due $ new huas� �Aal) o� Additional Increase in Building Value$ Additional S.F. By signing below,I (printed name) affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: uildi Pla ingonin asewed Tree A ministrator is Wor s ublic Utilities ,� ,� Public Safety ate Fire Services CITY OF ATLANTIC BEACH ' ff� JAUG 800 Seminole Road 2 9 2017 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit/Corrections to Comments Permit# - �" Project Address_ I 3 A4.1 a 0 L 6tA( ) 1)('i J Contractor/Contact Name Q,��"Sx, A-1— Phone 0 y 03 ' Email_ I.Q�S�c1Cp �j(j�.(,(Sl��r1O1'n� COM Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ Additional S.F. By signing below,I (printed name) affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments_ yr De artment Review Required: uildv1/ la ng oni Reviewed By Tree ministrator is Wor s ublic Utiliti Public Safety C� _�7 Date Fire Services I BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1883 Atlantic Beach Drive Permit Number: F1-SR_-333$— 0 Legal Description Lot 55 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E.251 Parcel# 169505-1570 Floor Area of S q. t. q. t Valuation of Work$ 650,000 Proposed Work heated/cooled 3244 non-heated/cooled 549 Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional) lbishop@myriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida,Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 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 f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for apertod of six(6)months at any time after work is commenced. I understand that separate per must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herebycertify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this ty e ojwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of-any other federal,state, or local law regulating construction or the performance of construction. Of Signature of Owner 7*Agk Signature of Contractor _1�/m Print Name Q; ....ZOIp-,.r ....................................... Print Namea N.`!...... ............................................. Swom,t�9 and subscribed before me Sworn to and subsc 'bed before me this�Day of (��VLa;t ,20 r this Day of �- ,2011- T No ry Public Not Public Revised 01.26.10 o1i1y ;, LINDSEY M. BISHOP r, ,°= Notary Public -State of Florida ,,.arp4,,� • LIhU£f !v' BISHOP Commission # FF 946204 No P„!:,, My Comm. Expires Jan 19, 2020 �� 5r''” F'orida :ytE 9d4 my co" . 2020 OFFICE COPY DO NOT WMTE BELOW- OFFICE USE O1�1Lv Apphca e Co es: 2010 FLORIDA BUILDING CODE �e�esuZt (cYrcle onc)• . Approved Disapproved A rove pp d w/ Conditions Review Initials/Date: Development Size - ' Habitable Space 3aVel Non-Habitable /6 9 7 T.F: Impervious area ` fseellaneou-s Info-rmation )ccupancy Croup 9-3 Iype of Construction v _ umber of Stories z ming District_4 /3 G C ax. Occupancy Load ..e Sprinklers Required )od Zone mditions/cCommcuts: r% REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of ,20 , 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 R►ywY cte of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This work is generally described as tA 0�0 eWWC Ul,�00 - 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 &&An,kms,��.,sQ. mo. \aLairp 11,t( ,��??. • 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. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER s 11 meet the rms and conditions of this permit and to all of the applicable State and CITY laws and/or spe a 'ons,to in ude utili s locate requirements and use limitations/requirements of public right-of-ways and p land. SER r agrees that the CITY and its officers and employees shall be saved harmless by R om y of t e o herein under the terms of this permit and that all of said liabilities are hereby s ed the U ER. Date�i� 1� ow ent s ed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this day of ►.�Q�U/ ,20 1 , by C n l(j<, 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 Nou4 Public, State of F ida Approved/Public Works Department: Personally Known Produced Identification(Type) LiNDSEY M.BISHOP Scott Wt i ms, Interim Pu tc Works Director Notary Public-State of Florida cam? Commission#FF 946204 O�FOF«�P, My Comm.Expires Jan 19,2020 RIGHT-OF-WAY / EASEMENT PERMIT ` Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address__ A+ka rokk c- 1 If CI-1 V AVL Phonefl SZ�3 �7U SS Permittee��,,Vxslc-e r S _ Email ��1 S�r100�NYLt�ri.i 5idt1'io►r�G•�'�^ Requesting Permission to Construct `►��1 Ct�Y1S�MC-'L1 cm — S . 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 ofg%4" % Qi l�� (Project Superintendent) located at j &L45,i O�L 1�}o r, e • 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 interes in the land to be entered upon and used by the holder,and the holder will,at all times, Asumef an indemnify,defend and save harmless the City of Atlantic Beach from and against any and an cost of expenses arising in any manner of the exercise or attempted exercises by the holder of hts d rivi es.Pu lic orall be notified twenty-four(24)hours prior to starting work and again n 10 1 t, Date eree trggrined in n f Notary Public) TE OFRIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this _day of a MGA Ulama ,20 I2, by_r"Y %S C>>`� J,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. JAWLIN ` Personally Known Si ature o Notary ku li S t f 1 Produced Identification(Type) MY °Yec; LINOSEY M. BISHOP- Notary Public -State of Florida Commission # FF 946204 .; '� My Comm.Expires Jan 19,2020 OFFICE SITE PLAN LOT 55 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 CURVE TABLE \ 30 0 15 30 CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 80.00 37.80 N5'54'58'E 36.72 43105'02' C2(P) 1 170.00 1 113.14 N1874'17-W 111.06 36oYSe' 8.3 ( IN FEET ) 1 inch = 30 ft. IMPERVIOUS COVERAGE 28.32 1 IMPERVIOUS Sq.Ft LOT Sq.Ft X tt . V,4,773 Sq.Ft 10,826 S¢F! 4A0X -J SOD BREAKDOWN mMA,m y TOTAL LOT AREA 10,826 Sq.Ft ,(�� 1� q R TO CURB 488 Sq.Ft BUILDING COVERAGE lr GROSS SOD AREA 11,314 Sq.Ft 9.4 { K' nFDUCTIONS COVERED Sq.Ft LOT Sq.Ft X y \ L FOUNDATION SLAB 3,828 Sq.Ft 3,828 Sq.Ft 14828 Sq.Ft 35.4% DRIVEWAY 1,172 .Ft. LEAD WALK 64 Sq.Ft. SIDEWALK AREA 0 Sq.Ft. 10.84" / A/C PAD(S)@ GARAGE 9 Sq.Ft. 5 \' SERVICE DOOR SLAB \ G� o- WR DEDUCTIONS RVATION 0 OTASq.Fq. t. .k91 246 ,,.cc�� \Vc� 4r• NET SOD AREA 6,241 \ 5 / t+°F acfil \LLL\\AAA\ 7 18.94' eA6. HA 10.1 ed TO 26.67 S� \� cP Y ,ems / 27.40' / O SIG ASI � f 30.63' N a; 152.3e(P 11.74' t� \ SSO'2a 07 W 5.18' 9.3 LP L� 1D, �^ LOT 54 o © DENOTES PROPOSED WOOD DENOTES PROPOSED CONCRETE rY1 ® DENOTES PROPOSED PAVERS U3 it fl ❑� DENOTES CHEMICAL TOILET DENOTES FUTURE 4e TREE FISETBACKS" FE -20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RICHT OF WAY; 9 EXCEPT CDRNER/DDUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS 7, FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. NATE: \ PER ARB,FINISH FLOOR ELEVATION MUST BE 24'ABOVE GRADE GENERAL NOTES, 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S0971'53'E. 2 DRAINAGE ELEVATIONS SHOW 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.JUNE 3,2013•THE FLOOD ZONES SHOW ON THIS SITE PLAN ARE SCALED OFF OF THE F.EM.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS,CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVA 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES h NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6 AODMMS.DELETIONS ANO/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TD BE VIEWED AT A SCALE OF 1--30'OR SMALLER 8.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. 10.DIMENSIONS ME IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLM IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES, 12.THIS SITE PUN WAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS ENVIRONMENTALLY SENSITIVE MEAS,WILDLIFE HABITATS OR JURISUCTONAL LINES OF MY FEDERAL.STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES 14.TH S SITE PUN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING RES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PUT FOR ADDIIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 18.PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/CR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PUNS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FTATWORK SHALL.AT A MINIMUM,MEET CURRENT DUVAL COUNTY AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN ZX THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTIUTIES(METER 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 2'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REVISION B:REVISED SITE PLAN-MOVED HOUSE(8/2/1 LAB/MEB) REVISION A REVISED SITE PLAN-NEW SITE PLAN(5/23 (DD%G) PREPARED FOR:RIVERSIDE HOMES CERTLFLED TO:RIVERSIDE HOMES IHi_ BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108904 284-2224mr: ""�°"^:. '» "i. GREEN COVE SPRINGS, FL 32043 FAX(904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #699991 _ __ COPYRIGHT © 2016 �= .M."I - 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) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bort- Trail direction and complies with the latest Standards of Surveying make no Certlflcations regarding Information PANEL No.: 120077 0406H 6/3/13 X �°_ Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertoinin9 to easements,claims 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,Rorido Boundary Line disputes,agreements, reservations or other FB/PG N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search N/A N/A This survey is prepared and certified for the exclusive use of DATE: 10/20/16 SCALE. 1'-30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the dient named hereon and the survey map and report of the coples thereof are not Valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349_18_035 B THOMAS P. HUGHES, P.L.S. R1Oppef' STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN Br STH CHECKED BY; OBG SHEET 1 OF 1 SITE PLAN LOT 55 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 CURVE TABLE \ 30 0 15 30 CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 50.00 37.80 N5-'S8'E 38.72 4395'02' C2(P) 170.00 113.14 N1824'17'W 111.06 38V7'56' 8.3 ( IN FEET ) 1 inch = 30 ft_ IMPERVIOUS COVERAGE 28.32' Q1 J IMPERMOUS S4 Ft. LOT SQ. 4,773 Sq.Ft 16826 Sq.Ft.144.0% 'fir SOD BREAKDOWN mw,,1"`""en'�"" TOTAL LOT AREA 10,826 Sq.F R TO CURB 488 Sq.Ft y / GROSS SOD AREA 11,314 Sq.Ft BUILDING COVERAGE 9.4 •�, DEDUCTIONS COVERED Sq.Ft. LOT Sy Ft I \ L FOUNDATION SLAB 3,828 Sq.Ft. 3,828 Sq.Ft 10,826 Sq.FL 35.45 DRIVEWAY 1,172 Sq.Ft. LEAD WALK 64 Sq.Ft. SIDEWALK AREA 0 Sq.Ft. 10.84' / $ � A/C PAD(S)h GARAGE 9 Sq.Ft. SERVICE DOOR SLAB P WATER/CONSERVATIONO Sq.FL \ 1'D 2467 $ \ z TOTAL DEDUCTIONS 5.073 Sq.Ft Oj NET SOD AREA 8,241 Sq.Ft. bib �vAFF.t' ''apsF• \ \ 18.94' 10.1 1V g1 S�t�,x 9+g1• ,� \\ TO CORNER 26.67, \\ oS 27.40' 'D A• 30.63' 4W. Tp� o- 99 -5.f30..L 8.6 N HsoOo 37 \ k a "� 15 LL fpj 11.74' U11 SaO.2$'07wW 5.18' 9.3 ' W 10.154 � LOT 0 © DENOTES PROPOSED WOOD N� DENOTES PROPOSED CONCRETE 'to ik ® DENOTES PROPOSED PAVERS ❑Q DENOTES CHEMICAL TOILET ti- DENOTES FUTURE 4" TREE FR NT FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE PORCH TO BACK OF RIGHT OF WAY; •p EXCEPT CORNER/OOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS :{ FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. 1 PER ARE, FINISH FLOOR ELEVATION \ MUST BE 24' ABOVE GRADE 1.BEARINGS ARE BASED ON ME CENTERUNE OF ATLANTIC BEACH DRIVE AS BEING SD971'53'E. 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOW HEREON UE WITHIN FLOOD ZONE X AS DEPICTED ON ME FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOW ON THIS SITE PLAN ARE SCALED OFF OF ME F.E.M.A F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF MIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REMSIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO ME COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS,CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1906. 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES Q NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF MIS STE PLAN. 8.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR ].MIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'.30'OR SMALLER 8.ENTRIES h PATIOS DEPICTED AS EXTENDING INTO ME BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIME N SONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES 12.MIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS JUAN WILDUFE HABITATS OR RISDICTIONAL UNES OF Y FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION M OTHER ENTITY AND ANY LABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CUENT. 15.BUILDING ANO IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.MIS 15 NOT A BOUNDARY SURVEY. �� O 18.PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED U 0 C SONS REFER TO ME MOST CURRENT SET OF CONSTRUCTION PLANS. MERE IS A MAXIMUM 2[SOPE ON ALL 90E1YAlXS All SIDEWALK AND FLATNORK SHALL,AT A MINIMUM,M p S SHALL BE NO MORE THAN 2C ME PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET MIS REQUIREMENT.ALSO,PLEASE NOTE THA TIMI ( S LVES, )STALL NOT BE INSTALLED WITHIN THE SDEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FON CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. (✓)APPROVED { }DENIED REM ON S: REVISED SITE PLAN-MOVED HOUSE(6/2/17)(LAS/MEB) { )NOT APPLICABLE TO DEPT REMSON A: REMSED SITE PLAN-NEW SITE PLAN(5/23/17)(ODM/DBG) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVEucmm T GATES BARTRAM TRAIL SURVEYING, INC. ®@ LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS u^ 1501 COUNTY ROAD 315 SUITE NO. 108 904 284-2224 = 9m" `i. w�ow�w.wwu. r° GREEN COVE SPRINGS, FL 32049 FAY 904 284-2258 CERTIFICATE OF AUTHORIZATION LB #6900881 _ COPYRIGHT © 2016 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) r...= oomo..w.wor the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram """mow •"` direction and complies with the latest Standards of Trail 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 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, the or other N/A -_ -mo'w M•„m statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search _ acv N/A N/A This survey is prepared and certified for the exclusive use of DATE' 10/20/16 SCALE: --wow w,o,on.,.aw-m-mo�v Aww vw:oeu 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.: REMSIOIN: N/A the original raised seal of a Florida licensed surveyor and 1348-18-035 B THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: STH CHECKED BY: DBG SHEET 1 OF 1 SITE PLAN LOT 55 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 CURVE TABLE 30 0 15 30 CURVE RADIUS ARC LENGTH CHORD DIRECTION I CHORD LENGTH DELTA Of(P) 50.00 37.60 145'54'58-E 36.72 4505'02' C2(P) 170.00 113.14 N1824'17-W 111.06 38-0756 8.3 ( IN FEET ) I inch = 30 ft. IMPERVIOUS COVERAGE 28.32' Q1 IMPERVIOUS Sq.Ft. LOT Sq.Ft. X �( �Q 4,773 Sq.Ft. 10,825 Sq.Ft.144.0% -al SOD BREAKDOWN m.r,i e911O1E tp 1��' NI - TOTAL LOT AREA 10,826 Sq.Ft �`CA%, R/W TO CURB 488 Sq.Ft. `✓ / GROSS SOD AREA 11,314 Sq.FIL BUILDING COVERAGE 9.4 DEDUCTIONS COVERED Sq.Ft. LOT Sa.Ft. X \ FOUNDATION SUB 3,828 Sq.Ft. j J,828 Sq.Ft. 10,828 Sq.Ft 35.4X 0' `(A DRIVEWAY 11172 LEAD WALK 64 Sq.Ft. m, SIDEWALK AREA 0 Sq.Ft. 10.84' / Cb A/C PAD(S)&GARAGE 9 Sq.Ft. CA \) \ SERVICE DOOR SUB \ 04 / �6' \ p. WATER/CONSERVATION 0 Sq.Ft. �<0 1A b1 $ TOTAL DEDUCTIONS 5,073 Sq. Ft. NET SOD AREA 6,241 Sq.Ft. 18.94' 10.1 TO CORNER 26.67� 27.40' IG 50 p0 30.63 w. �� $. 69 N \ n.. 8 1`(*` �i� 8.6 5 N G J 1.17 -0eo�.w 3 � F A c �' 2. , P 11.74' At.k \ SSO 2g'o-7 5.18' 9.3 LTIC, � 10.1 LOT 54 © DENOTES PROPOSED WOOD DENOTES PROPOSED CONCRETE 0 NZI ® DENOTES PROPOSED PAVERS d Lo DENOTES CHEMICAL TOILET DENOTES FUTURE 4" TREE - -SETBACKS-FRONT-20 FEET FROMDING FACE OF GARAGE TO BACK OF RIGHT OF WAY AND FR 15 FEET OM BUILDING FACE TA PORCH TO BACK OF RIGHT OF WAY; .O EXCEPT CORNER/DOUBLE-FRONTAGE YARD LOTS,FOR WHICH THE NON-ADDRESS FRONT/SDEMINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. 1 NOTE: PER ARB,FINISH FLOOR ELEVATION MUST BE 24' ABOVE GRADE C N RAI NO G 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S09'31'53'E. 2.DRAINAGE ELEVATIONS FLOWN HEREON ARE BASED ON NAVD 1988. 1 THE LANDS FLOWN HEREON LIE WITHIN FLOOD ZONE'X'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOW ON THIS STE PLAN ARE SCALED OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS.CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS STE PLAN. 6.ADDITIONS,DELETIONS AND ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'.30'OR SMALLER. 8.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED 8 NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITS,ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS.WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM 15 NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES4. BL1 ' 15.BUILDING IS STE AND tIMPROVEMENIS BASED TTIES AS DEPICTED HEREON ARE PERPEAS PROVIDED By THE NDICULAR TO THE PARCEL PROPERTY UNES UNLESS OTNER'MSE NOTED.ALL BUILDING TES ARE WN TRC'FOWWCM C UTILITIES 16.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. REFER BOOSID TIE MOST CURRENTS SETS OFOCONSTRUCARE AIXN PLANS.CONSTRUCTION OSTIA MAXIM M 2%SLOEPLANS. THEY S SHOWN FOR ON ALL SIDEWALKSMATIONAL ALL SIDEWALK AND FUTWORK ARE ALL,,NOT TO BE UPS FOR CONSTRUCTION.�FDANDOUADACT LOCATION ST DARDS.CRS SLOPES SHALL BE NO MORE THAN 2x.THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO.PLEASE 1T T�VOi�•�19 ES,ETC.)SHALL NOT BE INSTALLED WITHIN THE FOEWAtx. { }DENIED 19 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS 20,A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE ro DRAINAGE PURPOSES. f }NOT APPLICABLE TO DEPT REVISION B: REVISED STE PUN-MOVED HOUSE(8/2/17)(US/MEB) REVISION A:REVISED SITE PLAN-NEW STE PLAN(5/23/17)(DDM/DBG) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. " LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108 (904) 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (9044) 284-2258 = R m@-^^^W*"•^ CERTIFICATE OF AUTHORIZATION LB *89 1 _ COPYRIGHT © 2018 NOTATION: F.I.R.M.FLOOD ZONE L 9 "��,,,,,"-P"N 'I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract a W/ELEVATION: X(N/A) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram r direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: Practice for Surveys as promulgated b the Florida State on9 9 em 120077 0406H 6/3/13 mup P`ir i.m� �°I °m°R�•^®w.. Ys P 9 Y shown r t shown hereon pertaining eg rdi infor claims Q-oomov mw'm _ ,R, 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 Boundary Line disputes, agreements,reservations or other FB/PG' N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. DATE: SCALE: N/A N/A This survey is prepared and certified for the exclusive use of 10/20/16 1•=30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the Signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349-16-035 B THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: sm CHECKED BY: DBG SHEET 1 OF 1 OFFICE COPY **NEW PLAN ON LOT, ORIGINAL PERMIT#17-SFR-3338-01 Atlantic Beach Country Club lot 55 1883 Atlantic Beach Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer 1093 A1A Beach Blvd., Ste. 330 St.Augustine Beach, FL 32080 �\�Ey100,lF _ Z International Fireproof Technology, Inc. Paint To Protect cy M i *p 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588 DC 315 applied over 3pray Pol h. ZPF), 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 a an from the interior of the building by a 15 minute thermal barrier, or other I of 1 286, UL 1715, UL 1040, it f 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes ss an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass pr 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 Propertiesquality 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% for Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F & 50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10°C to 27'C(50°F to GPM: 1.00 0'F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 8lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and'/<"x 3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate Filter: 30 mesh, removal of filter is recommend from gun and ■ Passed CAL 1350-safe for use in schools and high occupancy 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/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA • Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine • Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from ■ Meets LEED's point requirements pump and X"x 3'whip • No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and'/,"x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. 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 IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product. Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty. Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/2014 12:43 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 T OFFICE COPY CICC EVALUATION 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 Council=° DIVISION: 07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section: 07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING, TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's ■ Air permeability published installation instructions must be available at all 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 attributer nor spec fcally addressed,nor are they to be construed asan 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. - a¢cwxai Copyright 0 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 as described in this section. The thickness of the foam foam plastic insulation are identified with the the underside of the top of the space manufacturer's name (SES Foam) and address; the date plastic applied to must not exceed t inches underside mm). The thickness of the of manufacture or the lot number; the product trade name (SES Foam 0.5 lb)-d' the mixing instructions; the density; the foam plastic applied to vertical surfaces must not exceed 111/2 inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 20061RC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'.2) THICKNESS(inches) R-VALUE(°F•ft'.h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. ICC EVALUATION N%�,- SERVICE Most Widely Accepted and Trusted ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and PLASTIC INSULATION corresponding limitations and/or additional project-specific 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 Code TM (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1; ANSI/G!31-01 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 !CC-ES Verification ojAttributes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be conslnued 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 inuena,cnu Copyright©2014 Page 1`0 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 TPoints 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 1%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"BioPreferred"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 EVALUATION 1 ICC 1,3�81 SERVICE Most Widely 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 2076. 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: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid,flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value: The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h ft2.'F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed .0- 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 — 00 to any finding or other matter in this report,or as to any product covered by the report. ;a K Copyright o 2014 Page 1 of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin: Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin. When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions, which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures: The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 6 qo°qqo 00°000a o°qa° qo° qo° qo °o 000 00 0 000p°goa000aog0000 °oo°9oa qa°°oo°°°° 0 op —(03 °°°a°°o0°°ao O 00000000 000000 O a 0000000 000000 Oa000 Oa00°p°O °00000 °O°0°o0 °p0°a40 °q°000 pa0 900°0°o q0° 00 °qo° °09 Interior Partition o 0° 4 00°00pQO 00 oa pQ00°oo Interior Finished Surface ooa9opop (112-inch Sheetrock) 0009°qa a ° 0 0°00°° 0 0o a0 0 oo°a oao SES Foam 0.5 Ib Spray o a 00 00 O 9000 °° 0 o000000 Exterior Sheathing O Og0a000 pOop0002 a SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 071812 ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 QO 0 00 00 0 0 Masonry Block QQ (Typical) Interior Finish Surface 0 (1/2-inch Sheetrock) 0:,. 2"x 4"Studs 0 SES Foam 0.5 lb Spray 0 0 ...... 0 0 0 . 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 bylocal code) 00000 o 1 0 1 00 000. .,.,6 0 0 0 0000 0 0 000000000000000 0000°0000000000000000000 � 0 . o . 0.0 o . o . 0000 oo 0 �.0.0...ogo. o2 n�o�o�'o�oM� 2o2o2 o oo0c 0 .0000.00 .0..-.�'.O 0 ' .0.000.00.0 0 00.0-.o.-o SES Foam 0.5 lb Spray .000000o .-o.o-. 000000o0 0 0°°o°0°0°. o 00'o* . oo'..-oooo'.2 oQ0000000 .00-oo'0000 oogoo-g- 0'.0.0000;0- Vented Soffit 00000000 g'.go.goo.g., o°000�00000 o.o.o-.0..00 *Where attic entry is for the 00*00o0 000 SES Foam 0.5 lb Spray o-.000 .-0'.g service of utilities only,thermal 0000000000 and igniton barrier on the attic oo 'o side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY I VENTED ATTIC:FLOOR I SOFFIT SES 05-3 1 071812 ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6 Subfloor SES Foam 0.5 Ib Spray Header oo Sill Joist Floor Cross Section Thermal Barrier* (as required by Exterior Grade local code) 6"Min Footer` Vapor Barrier Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 oog� Subfloor Header Sill Joist Thermal Barrier* (as required by Exterior Grade a local code) SES Foam 0.5 Ib Spray 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 00° o°o°o ° P o°o ° ° o° °o°o SES Foam 0.5 Ib Spray ,°oa° °° °°oo°° oo 0 Roof Sheathing ° oo° o,o o ° So°00000° n Truss Top Cord/ °°°° Rafter °Mooa°° 0 o°o0° nnnnnn ,""nn o° n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder n cold climate zones. Ceiling/Thermal Barrier 'Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812 0 O0 0 0 000 00 SES Foam 0.5 Ib Spray OO O O O to specified thickness. O O 0O0 OO Roof Sheathing O O 00000O 0O Thermal Barrier as Rafter O O required by code. O 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 os-� o71s,2 PftbDUCIPAPPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic ch Q2untry ClubLot 95 Permit #11 S` Project Address: I@krfiG U-,'Dr 1A I 819m�nik:e g IfL 'x2233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use 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 El 300-04 Min 1/8" 3.Sectional N/A tempered /,"8r Or *17 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 16085.2,1 e(1�c; C) 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 ' 6.Awning N/A v 7.Pass-through N/A W 8.Projected N/A 9.Mullion N/A U 10.Wind breaker N/A LL- L1211.Dual action N/A LL- 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 O +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A - -- _ --- -- 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A - D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coming Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-RI 3.Roofing fasteners N/A 4.Nonstructural metal roof Gulftok 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 I Limitation of Use I State# Locale -10 5-BUilrAtip roofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A 14.Cement-adhesive coats N/A 15.Rooftile adhesive N/A 16.Spray applied polyurethane 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 HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.R1, 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- Stmnd Ri.Rn.rd T.11 _ 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,Mall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-R1 Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 1 N/A 2. J 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.1 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: ` OFFICE COPY . , . . . , , . . . . , . Gulfc&& SUPPLY & MANUFACTURING F A PROD " - NW 1651.16 R Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" 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: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. +II I 1 , 111 , 14429 SW 2nd Place, Suite G30 ��`PN\EL S, Newberry, FL 32669 �•'oG E NS� • No. 75519 . Engineer Evaluator: Dan Kuhn, P.E. #75519 ' �'. STATE of =2: Florida Evaluation ANE ID: 10743 Validator: � ,,,, ,� ` Locke Bowden, P.E. #49704 06�30�i Is 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT ENGINEERING,KUHN FLORIDA GullCoast SUPPLY & MANUFACTURING TM LOK • •n%j%jv ' • PLYWOOD , . LORIDA PROD .. N ; Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: Gulfl-okTM, 7/s" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 75/32" 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 '/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 Dei c , Pressures -63.5 psf -121.75 psf -161 psf Fastener Spacing 51/8"O.0 5'/8"O.0 51/8"O.0 Sealant No Yes No Panel Clip No No Yes Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT REPORT FLORIDA GullCoast SUPPLY & MANUFACTURING '77GULF FLORIDA PRODUCT APPROVAL NO. 11651.16 R2 ` 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)@ 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 ENGINEERING,PRODUCT EVALUATION REPORT KtJHN 116701 • i . . , . . . . , . . . . . . G ulfCoast SUPPLY 8 MANUFACTURING G U1 10 L • � . . . F,. , . . . x` FLORIDA PROD "N 11651.16 R2 Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.16 R2•JUNE 15,2015 PRODUCT REPORT . 1 . . , . : G61i'CWozR\t SUPPLY & MANUFACTURING FLORIDA PRODUCT APPROVAL NO. 11651.16 RZ ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Heights 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014. 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)#10-12x1" CDX PLYWOOD ENBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B CDX ZONE 3 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEM Ilk SEMBIY B ASTMBLY B 1.)PANEL DESCRIPTION: GULFLOK'm, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT. (1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/8"O.C.ASSEMBLY A, -121.75 PSF AT 51/9"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.'5/32" 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 -ZONE2 HIP ROOF ZONE a-' 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. ASSEMBLY A RIDGE 16"COVERAGE— ---- { ZONE 1 (1)010-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE EAVE ASSEMBLY B ZONE 2 GABLE ROOF a 1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT--- 1 ja (1)#10-12 X 1"TYPE A PANCAKE RIDGE SPACING:SEE UPLIFT TABLE �_ ----- ASSEMBLY C W/CLIP _,a a -- GuifLok'"CLIP 24 GA. ZONE 1 #10-12 X I TYPE A PANCAKE---- SPACING:SEE UPLIFT TABLE ZONE 3 EAVE FL#11651.16 R2•JUNE 15,2015 PRODUCTREPORT f OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3244 Builder Name: Riverside Homes Street: 1883 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Lamolinara Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3645.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3230.80 ft2 b. Frame-Wood,Adjacent R=19.0 335.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 80.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? NO 10.Ceiling Types (2745.9 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2443.00 ft2 6. Conditioned floor area above grade(ft2) 3244 b. Knee Wall(Unvented) R=0.0 302.90 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(684.3 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 648.8 a. U-Factor: Dbl,U=0.35 684.33 ft2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 60.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 60.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 7.209 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3244.0 sqft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallons EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2443.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 801.00 ft2 None c. N/A R= W 15.Credits Pstat Glass/Floor Area: 0.211 PASS Total Proposed Modified Loads: 79.11 P Total Baseline Loads: 90.17 1 hereby certify that the plans and specifications covered by Review of the plans and �F 04E S7:45, this calculation are in compliance with the Florida Energy specifications covered by this ti Code. Digitally signed b calculation indicates Douglas R.Stickler /��i�• ==�.�`� DN:cn-0ouglasR.Stickles,c=US,o=A/C cates compliance DOUgIdS R.StICICIeS Masters HVAC,Inc. with the Florida Energy Code. �• n,,,,+�(- .`:•.':res,;;,• „ O PREPARED BY: Date:2017.07.,a,0:23:33-04.00' Before construction is completed DATE: n this building will be inspected for , ' d compliance with Section 553.908 . I hereby certify that this building, as designed, is in compliance Florida Statutes. '0 , 5� with the Florida Energy Code. COD WE OWNER/AGENT: BUILDING OFFICIAL: - DATE: _ _ '-1 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: RIVER3244 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2280 Lot# 55 Owner: Lamolinara Residence Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 0 Street: 1883 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 V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 3244 31639 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 1 st Floor 2443 24430 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 801 7209 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 261.6 ft 0 2443 ftZ -__- 0.15 0.85 0 2 Floor Over Other Space 2nd Floor ____ __ 801 ftZ 0 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2830 ft' 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 2443 ft' N N 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 1642 ft2 0.11 Wood 2 Knee Wall(Unvented) 1st Floor 0 Blown 44 ft2 0.11 Wood 3 Under Attic(Unvented) 2nd Floor 0 Blown 801 ft2 0.11 Wood 4 Knee Wall(Unvented) 2nd Floor 0 Blown 258.9 ft2 0.11 Wood WALLS AdjacentCavity Width Height Sheathing Framing Solar Below Space R-Value Ft In Ft In Area R-Valle Frnrtinn Ahcn 1 E Exterior Frame-Wood 1st Floor 19 18 6 10 185.0 ft2 0.23 0.75 0 2 S Exterior Frame-Wood 1 st Floor 19 16 10 160.0 ft2 0.23 0.75 0 3 E Exterior Frame-Wood 1st Floor 19 19 9 10 197.5 ft2 0.23 0.75 0 4 S Exterior Frame-Wood 1st Floor 19 21 6 12 258.0 ft2 0.23 0.75 0 5 E Exterior Frame-Wood 1st Floor 19 2 3 10 22.5 ft2 0.23 0.75 0 6 S Exterior Frame-Wood 1st Floor 19 18 10 180.0 ft2 0.23 0.75 0 7 W Exterior Frame-Wood 1st Floor 19 2 3 10 22.5 ft2 0.23 0.75 0 8 S Exterior Frame-Wood 1 st Floor 19 5 3 10 52.5 ft2 0.23 0.75 0 9 W Garage Frame-Wood 1 st Floor 13 8 10 80.0 ft2 0.23 0.01 0 10 W Garage Frame-Wood 1st Floor 19 33 6 10 335.0 ft2 0.23 0.01 0 11 S Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 12 W Exterior Frame-Wood 1st Floor 19 14 10 140.0 ft2 0.23 0.75 0 13 N Exterior Frame-Wood 1st Floor 19 21 9 10 217.5 ft2 0.23 0.75 0 14 W Exterior Frame-Wood 1st Floor 19 9 10 90.0 ft2 0.23 0.75 0 15 N Exterior Frame-Wood 1st Floor 19 24 6 10 245.0 ft2 0.23 0.75 0 16 E Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 17 N Exterior Frame-Wood 1st Floor 19 12 9 10 127.5 ft2 0.23 0.75 0 18 W Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 19 N Exterior Frame-Wood 1st Floor 19 28 6 10 285.0 ft2 0.23 0.75 0 20 E Exterior Frame-Wood 2nd Floor 19 23 9 207.0 ft2 0.23 0.75 0 21 S Exterior Frame-Wood 2nd Floor 19 17 6 9 157.5 ft2 0.23 0.75 0 22 W Exterior Frame-Wood 2nd Floor 19 14 9 126.0 ft2 0.23 0.75 0 23 N Exterior Frame-Wood 2nd Floor 19 21 9 9 195.8 ft2 0.23 0.75 0 24 W Exterior Frame-Wood 2nd Floor 19 9 9 81.0 ft2 0.23 0.75 0 25 N Exterior Frame-Wood 2nd Floor 19 24 6 9 220.5 ft2 0.23 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None .46 3 8 24 ft2 2 W Insulated 1st Floor None .46 2 8 8 21.3 ft2 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. / Wall Overhang -/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.22 54.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 2 S 2 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft' 28 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 3 Vinyl Low-E Double Yes 0.35 0.22 128.0 ft' 16 ft 2 in 1 ft 0 in Drapes/blinds None 4 S 4 Vinyl Low-E Double Yes 0.35 0.22 96.0 ft' 8 ft 4 in 1 ft 0 in Drapes/blinds None 5 S 6 Vinyl Low-E Double Yes 0.35 0.22 10.7 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 6 S 6 Vinyl Low-E Double Yes 0.35 0.22 4.5 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 7 S 8 Vinyl Low-E Double Yes 0.35 0.22 21.3 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 8 W 12 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft' 8 ft 8 in 1 ft 0 in Drapes/blinds None 9 N 13 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft' 8 ft 8 in 1 ft 0 in Drapes/blinds None 10 W 14 Vinyl Low-E Double Yes 0.35 0.22 12.0 ft' 30 ft 0 in 1 ft 0 in Drapes/blinds None 11 N 15 Vinyl Low-E Double Yes 0.35 0.22 64.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 12 N 19 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 13 N 19 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 14 E 20 Vinyl Low-E Double Yes 0.35 0.22 10.8 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 15 S 21 Vinyl Low-E Double Yes 0.35 0.22 15.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 16 W 22 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 17 N 23 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 18 W 24 Vinyl Low-E Double Yes 0.35 0.22 15.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 19 N 25 Vinyl Low-E Double Yes 0.35 0.22 60.0 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 1 549 ft' 384 ft' 53.9 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00031 2636.6 144.74 272.21 .2937 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 60 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 60 kBtu/hr 1800 cfm 0.75 1 sys#1 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / --Supply— ----Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 648.8 ft Attic 162.2 ft Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr May [X]Jun Jul [X]Aug Se [[ ]Oct Nov f[ ]]Dec HeatinJan Feb Mar Apr May [ ]Jun Jul [ ]AuSep l ]Oct Nov [X]Dec VentingJan Feb HX Mar Apr Ma [ ]Jun Jul [ ]Aug Se [X]Oct X Nov [[ ]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lower the EnergyPerformance Index, the more efficient the home. 1883 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 3230.80 ft2 b.Frame-Wood,Adjacent R=19.0 335.00 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 80.00 ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2443.00 ft' 6. Conditioned floor area(ft2) 2280 b.Knee Wall(Unvented) R=0.0 302.90 ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 684.33 ft2 11. Ducts R ft a. Sup:Attic, Ret:Attic,AH:Attic 6 648.8 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 60.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 60.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.209 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems 2 a.Natural Gas Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2443.00 ft EF:0.86 b.Floor Over Other Space R=0.0 801.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 1,04E S7',gr Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: `C%` ate: _ Q� 0 1 , Address of New Home: fj��jla��iGa4n-UrvjttCity/FL Zip: aic. C� �. o g� 32233 � o wF.�o *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. 7/17/2017 2:12 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1883 Atlantic Beach Drive Permit Number: F Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system, including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/17/2017 2:13 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55F(1 YC)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140OF(38°C to 600C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/17/2017 2:13 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55F,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. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/17/2017 2:13 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3244 Builder Name: Riverside Homes Street: 1883 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach , FL , Permit Number: Owner: Lamolinara Residence Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. / Air-permeable insulation shall not be used as a sealing material. 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 'v 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 7/17/2017 2:13 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3214 - wrightsoft, Date: 07/18/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,JacksonHlle, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 48387 Btuh Entering coil DB: 77.8°F Outdoor design WB:77.0°F Latent gain: 6527 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 54914 Btuh Indoor RK 50% Estimated airflow: 1900 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NB0600000A+FX4DNF061 L Actual airflow: 1900 cfm Sensible capacity: 43610 Btuh 90% of load Latent capacity: 7030 Btuh 108% of load Total capacity: 50640 Btuh 92% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 54152 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0600000A+FX4DNF061 L Actual airflow: 1900 cfm Output capacity: 57000 Btuh 105% of load Capacity balance: 33 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1900 cfm Output capacity: 10.6 kW 67% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2017-Jul-18 10:05:23 wrightsoft` Right-Suite®Universal 2017 17.0.08 RSU13256 Page 1 /tCC ...Homes\ATLANTIC Beach CC\ABCC55(Lamolinara).rup Calc=NU8 Front Door faces: W Project Summar Job: RIVER3214 - - wrightsoft y Date: 07/18/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road.Suite#204,JacksonmIle,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Proiect Informatio For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 55,Atlantic Beach C. C. Lamolinara Residence Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 38793 Btuh Structure 30476 Btuh Ducts 15359 Btuh Ducts 17911 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 54152 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 48387 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 1800 Btuh Ducts 4727 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 3214 3214 Equipment latent load 6527 Btuh Volume (ft') 30533 30533 Air changes/hour 0 0 Equipment total load 54914 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 5.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NBO600000A Cond CH14NBO600000A AHRI ref 7835948 Coil FX4DNF061 L AHRI ref 7835948 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 39900 Btuh Heating output 54500 Btuh @ 47'F Latent cooling 17100 Btuh Temperature rise 26 'F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 33 'F Backup: Input = 11 kW, Output = 36182 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSOft` 2017-Jul-18 10:age 1 g Right-Suite®Universal 2017 17.0.08 RSU13256 Page 1 ACCA ...Homes\ATLANTIC Beach CC\ABCC55(Lamolinara).rup Calc=MJ8 Front Door faces: W - wrightsoftRight-JO Worksheet Job: RIVER3214 Entire House Date: 07/18/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonmile, FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House Whole House 2 Exposed wall 400.0 ft 400.0 ft 3 Room height 9.5 ft 9.5 ft heat/cool 4 Room dimensions 3214.0 x 1.0 ft 5 Room area 3214.0 ft' 3214.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \/\I12E-0sw 0.068 n 2.58 1.46 1291 1050 2713 1535 1291 1050 2713 1535 I� 3A-2ov 0.350 n 13.30 10.86 241 0 3205 2618 241 0 3205 2618 W 12E-Osw 0.068 a 2.58 1.46 632 439 1134 642 632 439 1134 642 3A-20v 0.350 e 13.30 28.32 193 25 2567 5465 193 13 2567 5465 11 W 12E-Osw 0.068 s 2.58 1.46 828 665 1718 972 828 665 1718 972 3A-20v 0.350 s 13.30 12.86 163 326 2168 2096 163 163 2168 2096 W 12E-Osw 0.068 w 2.58 1.46 480 371 959 542 480 371 959 542 Ljo3A-2ov 0.350 w 13.30 28.32 85 11 1131 2407 85 6 1131 2407 11 JO 0.600 w 22.80 18.36 24 24 547 441 24 24 547 441 PI 1213-0sw 0.097 - 3.69 1.73 415 394 1452 680 415 394 1452 680 �--D 11 JO 0.600 w 22.80 18.36 21 21 479 386 21 21 479 386 P 16B-Oad 0.408 - 15.50 22.07 303 303 4698 6688 303 303 4698 6688 C 16X19-Oad 0.408 n 2.15 1.59 2443 2443 5257 3884 2443 2443 5257 3884 F 20P-19w 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 2443 209 10765 0 2443 209 10765 0 6 c)AED excursion 01 0 Envelope loss/gain 38792 28356 38792 28356 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 38793 30476 38793 30476 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 38793 30476 38793 30476 15 Duct loads 40% 59% 15359 17911 40% 59% 15359 17911 Total room load 54152 48387 54152 48387 Air required(cfm) 1900 1900 1900 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wt'i ht60ft" 2017-Jul-1810:05:23 9 Right-Suite®Universal 2017 17.0.08 RSU13256 Pagel ...Homes\ATLANTIC Beach CC\ABCC55(Lamolinara).rup Calc=MJ8 Front Door faces: W Building Analysis Job: RIVER3214 - - wrightsoft` un g Date: 07/18/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,Jacksonvile, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft' Btuh % of load Walls 3.9 12675 23.4 10.�er Glazing 13.3 9071 16.8 °o_ Doors 22.8 1026 1.9 Ceilings 2.2 5257 9.7 Floors 4.4 10765 19.9 Infiltration 0 0 0 Ducts 15359 28.4 Piping 0 0 21—ngHumidification 0 0Ventilation 0 0 Adjustments 0 "°s Total 54152 100.0 Component Btuh/ft2 Btuh % of load merrel Gains Walls 3.4 11060 22.9 Glazing 18.5 12586 26.0 Doors 18.4 826 1.7 Ceilings 1.6 3884 8.0 Floors 0 0 0 o�s Infiltration 0 0 0 Ducts 17911 37.0 Ventilation 0 0 Internal gains 2120 4.4 Blower 0 0 G,a=in9 Adjustments 0 Total 48387 100.0 Latent Cooling Load = 6527 Btuh Overall U-value = 0.213 Btuh/ft2-°F Data entries checked. ^- wri htSOft` 2017-Jul-18 10:age 1 g Right-Suite®Universal 2017 17.0.08 RSU13256 Page 1 . ...Homes\ATLANTIC Beach CC\ABCC55(Lamolinara).rup Calc=MJ8 Front Door faces: W NOTES I.DCOR5 AND WINDOWS ARE APPROXIMATE FINSHEO 51ZF5.REFER TO MFGS SPECIFICATIONS FOR RQLGGH OPENIN(i5 PRKKT TO ITAMING - 2.BATH♦a ILO PWDR 3.EMENDED LANAI 4.REDUCE LNDRY BY Ir.ADDTO XITCEN >q aaat eq MIA BENCH r# ,aft ab( !YM ----------------- ------------ ------------ ♦ j Tet 1 a t ; wEXTENPED —LANAI e, oa 3 $ .I Muo » GARAGE I j II y I KaI REVISIONS FAMILY; I' 0 1 JAI 8 i LANAI$ 1vT # �ERllr I-� s Art. I I .SII 0$N II vo wxv>a 3, II ,.a 8T II Y �� F4 a I' RIVERSIDE _ HOMES BATHa STUDY ■ 6Ns pxRt tl Build With Confidence E m i r QRGHI 12276 Sun lax Bh,SWr4130 e� X sy o�tti,a. i �' IaatAzaWua,Rowe Iz33T 0f lc POW)449-1650 OWNER'S ..m, d„om �R PI ING av w Lot 55 :g » z� �» FOYER PORCH a i i Atlantic Beach —�— `°0 Country Club tnt,. I I —I --a�rr tyycsn 9n� ><: , r 61(ro' ------ ------- ------- ----- � Lamolinara Residence m a4t as ,a4r .,� 1st Floor Plan DUO Sized per ASHMESbndards Sp^ 1883 AIIsotic Bach Drive Sm,-"ss= °$ Be 15t FLOOR PLAN A aTtic a h Fl. 3293 FHOW .2 Tsrtal CFM,= 1y70 NO& dawn In Area Xt Vh � [)ruwii By ARI Sheet TEL. jy0' NOTE TO FRAMER: - uam �1 C=CFMon Ik"inB EX/ERIOR .s�9V9 EDGE 06.7/2017 1 ( to MECHANICAL EQUIPMENT NOTES: rlaa S.T.R a A 10 5Q.FTG.CALCULATIONS GAGE 51EET.TEFL M NOOPE SHALL 8E GMAGE ra 15T FLOOR LNING 2443 ALLOWED.ED. STEEL WIM NOOPFI3C+S INTO GARAGE ra rA 210 FLOOR LANG 801 ALLOWED. TOTAL LWW, 9244 W-R.030.1.1.MIN 4'CLEARANCE REQUITED AROUND DESIGN BY: g GARAGE 549 ALL 51DE5 OF MEQIANIGAL EQUIPMENT AND PORCH 900 COMPONENTS.INCLUDING OUCT5.WITH THE TOTA'_WDM LANAI 52D OF TIE ENCLOSING 5PAGE BEING AT LEAST 17 MDER TClwpxs:aourvau BALCONY .BOO THAN TME FURNVGE M NZ HANDLER TOTAL C(NERED 49M GRd W-0tlUMEO MECHANICAL UNT5 5HAL,BE DM NG BY: ANENMED IN ACCORDANCE MTH MCA,5ECT1ON O /� ^ 4419(7/2 tz6n SWI 7020z13N.a •• v V u: J. aw4 F 31223 19 IN NOTES I DOORS AND WINDOWS ARE ArFROMMATI, FIN51E0 SIZES;REFER TO MFG5 6ENERAL STAIR DETAIL ATIOI-*FOR KOLGHOFENINGS PRIOR TO FRAMING, it —Ed it TT P I L REVISIONS IF —MOW*% RIVERSIDE HOMES Build With Confidence -It AT 12276 S..Jane Blvd,S.,I" Florida 3— Offk,.(9()9 Im II +a maaza rYwvuas dd— Lot 55 wo b/11 F I�12 Atlantic Beach STH#3 iCountry Club 7Y Id BR#5 ROOF PLAN NX 9 SCAM V&-T-O' Lamolinara.Residence Roof Plan/ DF It 2nd Floor Plan mt ==B7nh Dfi. 9 32233 D—By ARJ Sheet 06.2,.2017 W 114'_1'4r of S—Rm-A 10 o .4 2m,1 FLOOR PLAN DESIGN BY: .HAFTING BY: 1=7 Fcn Jere S.-1.2 ffleF L 32223 NOTES 1.DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES;REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING - - 2.BATH#4 ILO PWDR 3.EXTENDED'_ANAI 4.REDUCE LNDRY BY 12",ADD TO KITCHEN 5.MUD BENCH - i6' �•.112• 23'-y. 2'O 6•.82• '. 6',1• 9'-2" 2'-3' 36'7S 13'-92" &Hr 3°6°SH HE. LL�24 1 --- ______________ _ __ _ ___________-- _ OF GARAGE --- --------------�— ------_------_--- ------ 14.6'• Zf-52" I COMP. EXTQENDED ro' d£ B. p 2a4°5H g EXTENPEPL/ NAI PREwIRE SILL 04'-0"AFF SLLL®1'6"AFF 8 I VENT H000 361T XS'd' GAS Y 6C 10'-1'PL.HT. 12°8°SG P. STUB oe b Il --------J MIDBEJLH DOOR 1513/8"MIR b 50LID LORE OR 20 OC F MRUTE FIRE RATED 6 4WRAPPEPT08x8 x4 T.10- T Z°o "?" DRAWER gAll, HUS _v GARAGE VAULTVAULT. 1dC 3" r-1 "1 Y GA5 5 I of 19-1�'FL.HT �s s ArncsrcenGFrxusses STUB I I I I 3 11/ g Aye/ 3 If"hl REVISIONS FAMILY It � I mX o M . OC�I <�I CORRECTSIDE AND REAR SGDS 0D311 I ROOM - FNT RY LANAI m N 2i-0'X2d4' r-112X, I , C. IL J VAULrEPCIG. I 1a-ax2r'0 LJrL - 2 8._6..9]0 I 1d-15 PL.RT. �• 4e I N I N� GAS Wi STUB --- O/OP WALLS BETWEEN GARAGE AND RESIDENCE I ------------- TO BE COVERED,2•MINIMUM GYPSUM VAULT VAULT I I lu „ 5 SH BOARD OM1 GARAGE SIDE OF STUD WALL em I ' I y ' X z L >FRAL 05� V �f•� gRIVERSIDE 4' z' 36. 2'-4.. I S.,q. .-0•. � ''g�,�iio - I � HOMES 17 su�r0'nFF I /� sn� I I .. +w a© 7 ao 9° y -- — v E UN, R a L4 /0 o Oma B'a' n 4 oGLG t� pI I Build With Confidence STUDY ��J. ' ry KNl �G srA1R5 •3 LL OKCHI I 12276 San Jose Blvd,Suite 120 LL << Ir < T-C,X w-a' a WOWNEKS len _ 1 Nx �'`� b'-,;"PL.HT. JacQ d evi11904/onda 449-1650 3 IL f2X A Ie < � _ II my versidehome.com 1n/ UP 9RISERS0Y YNER 0�RUN RISE / 51LL02-0'AFF SUITE y o ; DI ING 3' " 8-. Lot55 taCLG. I rd-',xnaG § w G. zva j ¢ BATH 6ws a f N = FOYER a Atlantic Beach dLLG }PORCH MAAX SERENADE oc� < 10—G p.s t za-B"xx-a a.avr.Pdsr I I Country Club FREE STANDWG TUB g�!'��P Y 10'-1g'PL.HT. WRAPPEDT08x8 J _ q� oTJCWAR MRR o a N ROD65HELF `UO CFIL QOCfH _------ ___—_-- ------_ C __----_ T1 A 7 GAS /\/\/\/\��J��J\�/\/\/�� `` YANKEE 5 � T�� '7�" STUB - i4o` GA/ GAS M^1 t /1 .3°565R-FGRE55 3%'5H-EGRESS 2-2°OSH ' STU6 f�'iS21µ2N6°5H e6P H ed6 SIT 2°6°SH Lamolinara Residence SILL®2''6"All SAL®7-6•AFF 51LL�3'-6 r Y 5I 92'-6'AFF 51LL016"AFF 5ILL fd 26'AFF SILL S�26'Arr fir- "�• 6'-6" 5'-8" 6'-6' 2'-1 i. T42.. TO• 4O' P'- 3'-62' 2'y 1Er-1D2• 25'-7' 12'-5' �p 24'-� unM� 9<•�. 2842• 1st Floor Plan Duct Sized per ASHRAE Standards _5rpw 1883 Atlantic Beach Drive Friction Loss= ,0 v I f� Atlantic Beach,Fl.32233 1 Static= ,2 15t FLOOR FLAN V Total CFMS= Ig9U - Duct Sizes shown in Area X Length - Drawn By ARJ Sheet- T TEL= 3 Drawing NOTE TO FRAMER: Date 06.27.2017 A 1 EXTERIOR WALLS INSET 1/2"FROM SLAB EDGE Scale 1/4"=11-0' Plan of MECHANICAL EQUIPMENT NOTES: Santa Rosa-A 10 50. FTG. CALCULATIONS F13C-8302.5.2:DUCTS IN GARAGE SHALL BE MIN 26 wsCendm sn ShAIuvecede sca ovoriedlrrerslons. prP 4 a q e a^d 15T FLOOR LIVING 2443 AL E SHEET STEEL WITH NO OPENINGS INTO GARAGE Co - tram shah verity ad bo rospw t,;e for dmtin;m Srd 2ND FLOOR LIVING 801 condw°ns°t crti�� TOTAL LIVING 3244 FBC-R,M1305.1.1:MIN 4"CLEARANCE REQUIRED AROUND DESIGN BY: GARAGE 549 ALL 51PES OF MECHANICAL EQUIPMENT AND MICHAEL STAUFFER,ARCHITECT,AR13906 m m m PORCH 300 COMPONENTS,INCLUDING DUCTS,WITH THE TOTA'_WIDTH 1693 AIA BEACH BLVD.SUITE#33 FL LANAI 525 OF THE ENCL05ING SPACE BEING AT LEAST 12'WIDER ST-ATELEPHONE:UGUSTINE BEACH,90447L25522 BALCONY 300 32088 THAN THE FURNACE OR AIR HANDLER ,I TOTAL COVERED 4921 GROUND-MOUNTED MECHANICAL UN`.TS SHALL BE DRAFTING BY: _ ANCHORED IN ACCORDANCE WITH FBG-R, SECTION A M13072. 12627 San Jose Blvd `lJ' Suite 702 Jacksonville,FL 32223 Euva,>k: .m� 904.260.3319 ::�7NOTES 1,DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES;REFER TO MFG'S �. GENERAL STAIR DETAIL 5CALE:N.T.5. SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 70 FRAMING ua misrore waL vnxr oEPExow on E>ELocoxSmws.NnnE cwExs,nroae R vnxweto-m�i pua&sNwn�iEz�w�car+srE�,v,�rca.�Pc_ . IaeLSEZI�r.r:,moo• _. m��I.wr;wsncl "¢Iiree rLlaTs1 II .]:n - �� wm,vaEnasvarnaenMna.S-glneosrcsl�1 ill ]az ii U ,crsnLrnssreW,na wl,srcwa• ii - •wwceALnmEs c— w�cviirnrr�nazwA e:womrraoE."=E— ALL Esm E— srn ^ ❑ nuow+Lss'nnu nm sE LEssrawrr ox rru:E mwao xreunr nnwe nc uraisxo. _ AA gnu oecrnrcwuous PEx rixrtGSrnxs. AXl is 'LRE�IRNi0WN10E rERMaiE 1� III w4LK1va"¢Iq CR0.59 sftmun:gwtnsva4 oz nPPeWFLEOIMn�xf,uDELGF5 PITR1 BREAK n wn Ili c ' nro¢n�Es TO, AI a+srtuc nva+nu ee nea roesslsrnuwoaxo°�as nrPu-w;m°.Ecnox AT _JI , � 4nLw�rHreP- Ilf-l�i -________ Fy n&E�io nESlsrnlMa0a 20185 L� 7:12 _AIL. IS cernICuL A 5 ssLL w REVISIONS 3:12 u 00RREGT 510E Alb REAR SGDS O].09.P I N[ft_GxUr PA551HRW5x 'I 1 7:n 5 I -- - `- Ir I 7.12 V2 q L-- =— I -------- s:1s . ' I4- -7. IVERS ID E HOMES Build With Confidence 12276 San Jose Blvd,Suite 120 4-3� Jacksonville,Florda 32223 e ]:1z ]:n q. -7. 702B2Office.(904)449-1650 ww.myriversidehomecon: '.` DI II v i, VAULT R FURR WALL FURR WALL �5ILLL W111FF FrQU BR O NG 5 TO FIT TUB TO FR TUB 7 ,� BnxA14n Lot 55 ,.. LY DBL.ROD&SHE _ LIN j��'1R SHUTTER OVER d� WIG,:- AB enrH#z� o d; Atlantic Beach y °L' b Country Club o TH#3 d b ` CLG' _ R00F PLAN y"`Dow � o Lamolinara Residence SCALE:10''=l'-0" - D N ERprF* N RI , Roof Plan/ 'UTTER OVER 511LIFERNEX 2nd Floor Plan 61� # SII m 3-5-5H EGRE55 3%1SH-EGRE55 - x 1'- 5RL @ z'-a'AFF SILL®2'-0°AEE 1883 Atlantic Beach Drive ezk 1B Atlantic Beach,Fl. 32233 FT w N® a - Drawn By ARJ She�21 a n- s 4 n 1Web" /ydfFM Date 06.27.2017L / Scale VIS 7X� 1/4"_V-0" Df 10 3°5°SFF EGRE55 3°9°5f4 EGRE55 sH Plan Santa Rosa-A SILLW2'-O'AFF SILL�2'-0'AFF 51LL@2-0"AFF 51LL�2'-0"AFr I' 12 d" 12'-x" 'Nritten dlmens':a5 shall have precedence over xak dlrc.ere'lons. 24'-T 21'-& Contractors shall verify and be responsible for dim O,o aM condltlons 0f the job. DESIGN 2rnd FLOOKPLQn MICHAEL STAUF FER,ARCHITECT,AR13908 �'. 1093 AIA BEACH BLVD.SUITE#330 ST.AUGUSTINE BEACH,FL 32080 TELEPHONE:904471-2552 DRAFTING BY: 12627 Sam Jose Blvd Suite 702 Jacksonville,FL 32223 904.260.3319 FBuilder: Job Information Riverside Homes Job#: J170405 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 (Brs Salesman:Scot Burney Designer: John Knight _ Manning Building Supplies PAGE 1 Jeb: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lamolinara Res (Santa Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/12/17 1883 Atlantic Beach Dr Del. Date: Atlantic Beach, FL 32233 Cover Sheet OFFICE COPY Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 1 3.00 0.00 A01 20-11-00 20-11-00 2 X 4 2 X 8 00-01-12 00-01-12 02-04-12 10 1 3.00 0.00 B01 06-10-00 1 06-10-00 2 X 4 2 X 4 00-01-12 02-05-00 2 3.00 0.00 B02 06-09-00 06-09-00 2 X 4 2 X 4 00-01-12 01-05-08 2 3.00 0.00 B03 06-09-00 06-09-00 2 X 4 2 X 4 00-01-12 01-11-08 1 7.00 0.00 C01 24-09-08 24-09-08 2 X 4 2 X 4 04-10-08 1 7.00 0.00 CO2 24-09-08 24-09-08 2 X 4 2 X 4 06-00-08 ® 1 1 7.00 0.00 CO3 24-09-08 24-09-08 2 X 4 2 X 4 07-02-08 ® 4 7.00 0.00 C04 24-09-08 24-09-08 2 X 6 2 X 4 08-00-04 ®,(J 1 7.00 0.00 C05 24-09-08 24-09-08 2 X 4 2 X 4 08-11-03 LSI 5 3.00 0.00 D01 17-08-00 17-07-08 2 X 4 2 X 4 00-00-08 09-05-14 3 3.00 0.00 D02 17-06-00 17-06-00 2 X 4 2 X 4 09-04-09 6L�1 3 3.00 0.00 D03 17-06-00 17-06-00 2 X 4 2X4, 02-04-00 1 1 09-04-09 1 3.00 0.00 D04 06-03-08 06-03-08 2 X 4 2 X 8 04-02-14 ® 1 3.00 0.00 E01 36-07-08 36-07-08 2 X 4 2 X 4 00-02-04 00-02-04 08-05-05 ® 1 3.00 0.00 E01A 36-07-08 36-07-08 2 X 412 X 4 00-02-04 00-02-04 08-05-05 ® 1 3.00 0.00 E02 36-07-08 36-07-08 2 X 4 2 X 4 00-02-04 00-02-08 08-05-05 1 3.00 0.00 E03 14-06-00 14-06-00 2 X 6 2 X 4 01-08-00 03-07-12 9 3.00 0.00 E04 14-11-08 14-11-00 2 X 4 2 X 4 00-02-04 00-00-08 04-05-04 1 3.00 0.00 E05 14-11-08 14-11-00 2 X 4 2 X 4 00-02-04 00-00-08 04-05-04 2 3.00 7.00 G01 22-01-08 22-01-08 2 X 4 2 X 4 00-02-08 08-05-05 4 3.00 7.00 G02 21-11-00 21-11-00 2 X 412 X 4 08-05-05 1 3.00 7.00 G03 21-11-00 21-11-00 2 X 4 2 X 4 08-05-08 &;01�'JV� 1 3.00 7.00 G04 21-11-00 21-11-00 2 X 4 2 X 4 09-05-02 � �I 1 3.00 7.00 G05 21-11-00 21-11-00_2X4 2X41 I I 1 10-07-02 Builder: Irsh Job Information Riverside Homes Job#: J170405 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lamolinara Res (Santa Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/12/17 1883 Atlantic Beach Dr 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 I BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT I RIGHT LEFT RIGHT r'o-q 1 3.00 7.00 G06 21-11-00 21-11-00 2 X 4 2 X 4 11-09-02 1 7.00 0.00 G07 22-01-08 22-01-08 2 X 6 2 X 4 01-08-00 07-08-01 ® 1 7.00 0.00 H01 18-07-00 18-07-00 2 X 4 2 X 4 04-10-08 ® 1 7.00 0.00 H02 18-07-00 18-07-00 2 X 412 X 4 06-00-08 ® 3 7.00 0.001 H03 18-07-00 18-07-00 2 X 4 2 X 4 06-02-09 4 7.00 0.00 H04 17-05-00 17-05-00 2 X 4 2 X 4 06-02-09 1 7.00 0.00 H05 17-05-00 17-05-00 2 X 4 2 X 4 01-08-00 07-05-02 ® 1 7.00 0.00 H06 17-05-00 17-05-00 2 X 4 2 X 4 08-00-15 ® 1 7.00 0.00 H07 17-05-00 17-05-00 2 X 4 2 X 4 09-02-15 ® 1 7.00 0.00 H08 15-05-00 15-05-00 2 X 612 X 6 10-04-15 Q® 3 1 7.00 0.00 H09 15-05-00 15-05-00 2 X 6 2 X 6 10-11-07 CJ 4 3.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 6 00-01-12 00-11-08 ( 4 3.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 00-01-12 01-05-08 5 3.00 0.00 J03 06-09-00 06-09-00 2 X 4 2 X 4 00-01-12 02-04-12 7 7.00 0.00 J04 01-00-00 01-00-00 2 X 4 2 X 4 01-04-08 1 7.00 0.00 J04A 01-00-00 01-00-00 2 X 4 2 X 4 01-04-08 5 7.00 0.00 J05 03-00-00 03-00-00 2 X 412 X 4 02-06-08 3 1 7.00 0.00 J05A 03-00-00 03-00-00 2 X 4 2 X 4 02-06-08 5 7.00 0.00 J06 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 3 7.00 0.00 J06A 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 10 7.00 0.00 J07 07-00-00 07-00-00 2 X 4 2X4. 04-10-08 2 2.12 0.001 JOS 1 04-02-03 04-02-03 2 X 4 2 X 4 1 00-01-12 01-05-06 2 2.12 0.00 J09 03-11-03 03-11-03 2 X 4 2 X 4 00-01-12 01-04-13 ® 4 1 4.95 0.00 J10 09-10-01 1 09-10-01 2 X 4 2 X 4 00-00-06 04-10-03 [--- -Builder: "IS1 Job Information Riverside Homes Job#: J 170405 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 r8 Salesman:Scot Burney Designer: John Knight _ Manning Building Supplies PAGE 3 ---- Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lamolinara Res (Santa Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/12/17 1883 Atlantic Beach Dr 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 TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 4.95 0.00 J11 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 04-08-15 10 7.00 0.00 J12 01-00-00 1 01-00-00 2 X 4 2 X 4 01-04-08 9 7.00 0.00 J13 03-00-00 03-00-00 2 X 4 2 X 4 02-06-08 1 1 7.00 0.00 J13A 03-00-00 03-00-00 2 X 4 2 X 4 02-06-08 5 7.00 0.00 J14 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 1 7.00 0.00 J14A 05-00-00 05-00-00 2 X 4 2X4, 03-08-08 3 7.00 0.00 J15 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 7 7.00 0.00 J16 07-00-00 07-00-00 2 X 4 2 X 4 04-10-08 94< 2 1 4.95 0.00 J17 06-09-02 06-09-02 2 X 412 X 4 00-00-06 03-06-15 2 4.95 0.00 J18 07-00-02 07-00-02 2 X 4 2 X 4 00-00-06 03-08-03 3 4.95 0.00 J19 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 04-10-03 ® 3 4.95 0.00 J20 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 04-08-15 ® 2 7.00 0.00 K01 20-05-12 20-05-12 2 X 6 2 X 6 11-10-01 1 2 Ply 7.00 0.00 L01 22-11-00 1 22-11-00 2 X 4 2 X 6 04-10-08 ® 2 7.00 0.00 L02 22-11-00 22-11-00 2 X 4.2 X 4 06-00-08 ® 2 7.00 0.00 L03 22-11-00 22-11-00 2 X 4 2 X 4 07-02-08 ® 1 7.00 0.00 L04 22-11-00 22-11-00 2 X 4 2 X 4 07-05-11 1 2 Ply 7.00 0.00 L05 22-11-00 22-11-00 2 X 4 2 X 6 04-10-08 1 7.00 0.00 M01 13-11-00 13-11-00 2 X 412 X 4 03-08-08 ® 8 7.00 0.00 M02 13-11-00 13-11-00 2 X 4 2 X 4 04-10-03 ® 1 7.00 0.00 M03 13-11-00 13-11-00 2 X 4 2 X 4 04-10-03 ® 3 7.00 0.00 M04 13-11-00 13-11-00 2 X 4 2 X 4 04-10-03 ® 1 7.001 0.00 N01 1 07-00-00 07-00-00 2 X 4 2 X 6 04-10-08 FLOOR jQTYj DEPTH BASE O/A I ENDTYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN I LEFT I RIGHT I SIZE I LOCATION LEFT I RIGHT LEFT I RIGHT Builder: "IS1 Job Information Riverside Homes Job#: J170405 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904) 503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lamolinara Res ( Santa Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/12/17 1883 Atlantic Beach Dr Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: T TY DEPTH BASE O/A END TYP INT BEARING CANTILEVER STUB LY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 01-08-00 1 F01 17-00-04 17-00-04 01-08-00 3 3 F02 22-05-12 22-05-12 ® 01-08-00 5 F03 22-09-08 22-09-08 ® 01-08-00 1 F04 22-09-08 22-09-08 01-08-00 M: 3 1 F05 05-04-08 05-04-08 01-08-00 rE 3 3 F06 13-00-12 13-00-12 01-08-00 C 3 1 F07 08-11-04 08-11-04 01-OS-00 1 FOS 06-08-00 06-08-00 01-08-00 ® 1 F09 13-09-08 13-09-08 ® 01-08-00 10 F10 13-09-08 13-09-08 ® 01-08-00 1 F11 13-09-08 13-09-08 01-08-00 3 ply FG01 11-02-08 11-02-08 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 33 Hanger HTU26 9 Hanger THA426 All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor '�� COPY Trus Connector Total List Hatch Legend NOTES: Top Chord Live Load 20.00 40.00 p.s.f. OFFICE Man f Product Qty A/C CHASE LL OVERHANGS BY OTHERS Q r HTU26 29 � Top Chord Dead Load 7.00 10.00 p.s.f. 91-1 1/8"PLATE HEIGHT /12 ROOF HAS 8 1/2" HEELS Bottom Chord Live Load 35.001 0.00 p.s.f. THA426 9 /12 ROOF F HAS 9 1/2" HEELS - �]10'-1 1/8"PLATE HEIGHT _ OUTSIDE OF WALL TO CENTER OF BEAM Bottom Chord Dead Load 10.00 5.00 p.s.f. �'� 35'11 112" ITS" 5'a° 24'9 1/2" M Total Load 37 55 p.s.f. T CENTER TO CENTER OF BEAMS CENTER OF BEAM TO OUTSIDE OF WALL — N07 E03 - .----- GO7----..;--- `- --- ------------ 2D01 5CANTILEVER 02(3 D03(3) 'O ' ' - ° (�64 A� �� "l Duration Factor 1.25 1.00 O 11 j Building Code FBC 2014 RES E01A .,..�.-.� > .,,.N,.m<.., �..,,� .. _. 4� c JO6A - b Jo6A o Jdsd ..II Wind Standard ASCE 7-10 M 21'51/2" f Wind Speed 130 m.p.h. a E01 !I N JOBA m Eo2 -� ..a - �� col i Wind Usage RES.CAT II 1 1 1r2" ! L • I ' E p, ......... , O CD2 o CENTER OF BEAMG01(2) BuildingExposure C N TO FACE OF WALL N I X ° a� _._ ..., �..... .7 m,� ".. . u U.� _I Building Type Closed N CD3 uf! b ...m 142 2'11" b NOTE o :r' N �,. _ ' b ° It is the responsibility of the buildingdesigner or architect to ...a,...y, U R, i OUTSIDE OF WALL provide an appropriate connection for trusses to supporting o _ Go2(4) 1 structure per reactions shown on truss engineering.Special �e b to 10 8 10 6 T CENTER OF BEAM considerations for mechanical equipment and/or plumbing(and �I i rTt + � li e 2 0"i�"I2 12'1'15' ' 12 2'D" 1'B' -, _...., N . 0 6 t0 y� buil ran ruse or to rice n.1/2" B1 n approved t ss layout pri fa l a��o �� Manning Building Supplies is a truss manufacturer whose cO -� ' LOOR TRUSSES HELD IN 3!4" 1-199 ._ responsibilities are limited to those described in WrCA 5 -_- _ -- (sections 6.0 and 7.0).Accordingly,d disclaims any N G05 N 5390# 0 re re e 8 j`J�1 responsibilities for the the construction design,drawings, ✓�� „ai.., 16 0" 2 0" 2'0" 2'0"�,2'0" 2'0"�2'0" 2'D" " 1= documents including the installation and bracing of trusses w> _ a II Eos GOB N 2 8 Idin Supplies. �o „ .,. manufactured b ManWarning: 0 ra ■ r B�3 0 � o a � Conventional framing,erection and/or permanent bracing is not ' y the responsibility of the truss designer,plate manufacturer,or ° truss manufacturer.Persons erecting trusses are cautioned to 85 FOB seek professional advice regarding erection bracing which is T""18 """'B D always required to preventtoppling and dominoing during J68a a erection;and permanent bracing which may be required in \w commentary I � N specific applications.See®racing wood trusses v \° ae'7 v4" �! and recommendations(SCSI 1-03)for further information. FL RT.USS HE IN�4" _ i x I Trusses shall be installed in a straight and plumb position. Wh sheathingis applied directly to the top andlor bottom TO" i tt M chords,they shall bbrace as specified on the engineered LL LL � � 4 � � ii;� �� design.Trusses shall be handled with reasonable care during 0" '2'0"`2'0" '2'0" 2'0"' '0" 2'0" '1' "�1'8"2 0"`2'0" Z'0"'2'0"'2 0" ,0"'2'0"'2'0", rn ' s "nm 3 08 2 o^ o" b o ` ' +3q^Ri boar 2 erection to prevent damage or personal injury. 2x a Led li roved truss anchor by builder. 2' " y 0• v fief d APP Jg 2X8 minimum top and bottom b = D 3) o chords. As g 0 �� Square cut overhangs. �12 . d 3� 'K01(") r __ _ .-._ A a r- (B01( ) $ vJU2(2% �� $ araC V -- 1314'Cantilever Typ.at Front Porch b .�` o' ?H03(1�) 4 ? �O 1( r F� @t FLOOR TRUSSES HELD IN 3/4" F08(3) OUTSIDE OF WALL 9 112~ 1 28'7" 12'g„ BT 7 — 24'T' TO CENTER OF BEAM 21'8" DRAWINr'REVIEW DISPOSITION $HOP for conformance a VM 5-112" 12 in9s is onfY the COnUBCtOr BRG. 46'3" Rev.10 of shop t and does not relieve O1 the shoo 1�1� 20~ {— Art ENT10N. of the prolec the requirements n ass noted n concept all field measurements• otherwise. ao r M (3) ° a a 9M02 a $ °> > � ^ c!esponitbU'M for am!devrauo from � __, -- o contractee Shalt deteaaine and verify Approved truss anchor by builder. `�- dreW(nps RETURNED FO UN R�pRRECTI Typical Truss Ends Squarecuto top and bottom chorda. �2 0" 0 2: i`2'0"*0" 1—�� —� p n 1�2 ecutoverh.nge. 2'D" 2'D 1 b Ni N'2'D",2'0"12'D f2 D' 2'02'D" APPROdEO EDWtTNau` Engineer of Record: 2x8 minimum 12 FI S FL PE a)bA ��3 p RETU _ 3 - . ° APPROVED AS NOTE �AL}EnER Floyd #50791 Dr n 8112' •; I NT$ j14A ❑SE °4 v 5-0" NOT APPROVED. CON► -�'"2u 11481 Old St.Augustine Rd#202, s-vr' 12 t _�h pp1E Jacksonville,FL 32258 11A 20" BRG. a \ ?JT3 �` ��L Nj.2 Untess hated + i By iNc. Mannan Buildin otherwise. `� 0 T o' ) J�2 BERG ENGINE 202 �g g i ` �.; a NULS fINEPQ �JU II@s, INC. Typical Truss Ends 114 sT'A ILLEFL322� ,,,55 Philips Parkway Dr.E. J18 JACKSON`I Jacksonville,FL 32256 14 D„ Truss Connector Total List Phone:(904)268 8225 ;^A4 Fax:(904)260-2981 Manuf Product Qty WWW.MBS-CORP COM S JAXTRUSSOMBS-CORP.COM 13 � !iia Simpson HTU26 4 ustonler �z ; �fz Riverside Homes + � � t7••:"O N: c7 V �M N N .,:th,,r N Job 8//IQ: �� or otos 9 Lamolinara Res (Santa Rosa-A za'T' 21'9' 55/ /ABCC j FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993 ... BLUELINX ON-CENTER BLI"JOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N.T.S. /12/2017 Drew JK J170405r Lumber design values 2re`in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� OFFICE COPY RE: J170405 - Riverside Homes/ Lot 55 ABCC/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T pa,FL 33610 4115 Customer Info: Riverside Homes Project Name: Lamolinara Res ( Santa Rosa-A odel. Lot/Block: 55 Subdivision: ABCC Address: 1883 Atlantic Beach Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Floyd S. Simpson License #: FL PE# 50791 Address: 11481 Old St. Augustine Rd 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 83 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. a y No. I Seal# Truss Name Date I No. I Seal# Truss Name I Date H d W 1 T11578365 F01 7/12/17 18 T11578382 CO2 7/12/17 1 A o w a 12 IT11578366IF02 17/12/17 119 1 T11578383 1 CO3 7/12/17 € CDw 13 1 T115783671 F03 17/112/117 120 1 T115783841 C04 17/12/17 oo ; cr c_ 14 I T11578368 I F04 17/12/17 121 1 T11578385 1 C05 17/12/17 s 5 15 I T11578369 I F05 17/12/17 122 1 T115783861 DO 17/12/17 l a � z z a 16 I T11578370 I F06 17/12/17 123 1 T1 15783871 1 7/12/17 cs 1 7 711578371 F07 1 7/12/17 24 71157838811 D03 7/12/17 E o ¢ N o 18 I T11578372 I F08 17/12/17 125 1 T11578389 1 D04 17/12/17 W 3 = 0 13 13 19 I T11578373 I F09 17/12/17 126 1 T115783901 E01 _L7/12/17 110 1 T11578374 1 F10 17/12/17 127 1 T11578391 1 E01 A 17/12/17 j H W Ill I T11578375 I F11 17/12/17 128 1 T11578392 1 E02 17/12/17 >L o 112 1 T115783761 FG01 17/12/17 129 1 T115783931 E03 17/12/17 a 3 ` o z w z 113 1 T11578377 1 A01 17/12/17 130 1 T115783941 E04 17/12/17 1 _ a z y d 114 1 T11578378 1 B01 17/12/17 131 1 T115783951 E05 17/12117 > R v a = > ++ 115 1 T115783791 B02 17/12/17 132 1 T11578396 j GO _ 17/12/17 z = " o o a 16 T11578380 7/12/17 33 B03 0 ~ 711578397 G02 7/12/17 Z a Q Q � y 117 1 T11578381 1 C01 17/12/17 134 1 T1 1578398 1 G03 17/19/17 a 0 0 ; =4 The truss drawing(s)referenced above have been prepared by S'A.��,� MiTek USA, Inc. under my direct supervision based on the parameters . q provided by Manning Building Supplies. ��. • �C EN 5�.:9,L/,� Truss Design Engineer's Name: Albani, Thomas = No 39380 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 jurisdictionSTATE OF '� s)identified and that the O 441 . designs comply with ANSVTPI 1. These designs are based upon parameters ��.n'•�` p .� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� •• OR %Q given to MiTek. Any project specffic information included is for MiTek's customers �j� ....... 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 MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: July 12.2017 Albani. Thomas 1 of 2 i_ RE: J170405 - Riverside Homes / Lot 55 ABCC /JK Site Information: Customer Info: Riverside Homes Project Name: Lamolinara Res ( Santa Rosa-A Model: Lot/Block: 55 Subdivision: ABCC Address: 1883 Atlantic Beach Dr City: Atlantic Beach State: FL No. I Seal# Truss Name I Date No. Seal# Truss Name ' Date 35 1 T11578399 1 G04 7/12/17 178 IT11578442IL05 7/12/17 36 1 T11578400 1 G05 7/12/17 179 1 T11578443 1 M01 7/12/17 137 1 T11578401 1 G06 17/12117 180 1 T1 1578444 1 M02 17/12/17 138 1 T11578402 1 G07 17/12117 181 1 T115784451 M03 17/12/17 139 1 T115784031 H01 17/12117 182 1 T1 1578446 1 M04 17/12/17 140 1 T115784041 H02 17/12/17 183 1 T1 1578447 1 N01 17/12/17 141 1 T1 1578405 1 H03 17/12/17 142 1 T1 1578406 1 H04 17/12/17 143 1 T11578407 1 H05 17/12/17 144 1 T11578408 1 H06 17/12/17 145 1 T11578409 1 H07 17/12/17 146 1 T11578410 1 H08 17/12/17 147 1 T11578411 1 H09 17/12/17 148 I T11578412 I J01 17/12/17 149 I T11578413 I J02 17/12/17 1 150 I T11578414 I J03 17/12/17 1 151 I T11578415 I J04 17/12/17 152 I T11578416 I J04A 17112/17 153 I T11578417 I J05 17/12/17 1 154 I T11578418 I J05A 17/12/17 155 i T11578419 I J06 17/12/17 156 I T11578420 I J06A 17/12/17 157 I T11578421 I J07 17/12/17 158 I T11578422 I J08 17/12/17 159 I T11578423 I J09 17/12/17 160 I T11578424 I J10 17/12/17 1 161 I T11578425 I J11 17/12/17 162 I T11578426 I J12 17/12/17 I 163 I T11578427 I J 13 17/12/17 I 64 IT11578428IJ13A 7/12/17 65 IT11578429IJ14 7/12/17 166 I T11578430 I J 14A 17/12/17 1 167 I T11578431 I J15 17/12/17 168 I T11578432 I J16 17/12/17 169 I T11578433 I J17 17/12/17 1 170 I T11578434 I J18 17/12/17 1 171 I T11578435 I J 19 17/12/17 I 172 I T11578436 I J20 17/12/17 1 173 1 T1 1578437 1 K01 17/12/17 I 174 I T11578438 J L01 17/12/17 1 175 I T115784391 L02 17/12/17 I 176 I T11578440 I L03 17/12/17 I 177 I T11578441 I L04 17/12/17 I 2of2 Job Ttvss Truss Type gfy Ply Riverside Homes/Lot 55 ABCC/JK T11578365 J170405 F01 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:59 2017 Page 1 I D:U NYbfl dzvf m I HOOwwKmTy4yz8z5-LnlJjgJ BC I N pZc Oh BzgZor_316uoe UJ F wSvq l L2yyr5 E 0x6 Scale=1:28.3 3x3= 3x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9 IR °P 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 3x3= 3x3 11 1-4-0 2-8-0 4-0-0 5-4-0 6 8-0 8-QO 9 4-0 10 8-0 12 0 0 13-4-0 14 8-0 16-0 0 17-0.4 1-40 1-4-0 I 1 4-0 1 4-0 1-40 1 4-0 1 4-0 1-4-0 11--4-0 1-40 1-0 4 _Plate Offsets MY)-- f29:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a nta 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 15 Na n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-SH Weight:86 Ib 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 puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 17-0-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M11-7473 rev.1&93/2015 BEFORE USE Design valid for use only with MlteltO connectors.This design is based only upon parameters shown,and is for an Indivkkwl building component not a truss system.Before tom.11w N.ildktg designer must verity 11,arol1 i,A11y of design parameters andproperly hcorporate this design Into the overall bulding design. Bracing undlcaled Is to prevent buckling of indtvkJual truss web aril/or chord members only. Additional temporary are permanent bracing M 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 tracing of trusses and truss systems seeANSI/TPI l Quality criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from Tars Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ojy Ply Riverside Homes/Lot 55 ABCC/JK T11578366 J 170405 F02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:00 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yzBz5-pzt5tfCg3hxQE9GNX041 OBc3lly?DfD4hZaJtUyyr5D 0.1-8 H1 1 Scale=1:37.7 5x5= 1.5x4 11 3x3= 1.5x4= 4x4= 3x5= 4x4= 1.5x4 II 3x3= 3x6 FP= 3x5= 4x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 27 0 26 25 24 23 22 21 20 19 18 17 16 i5 14 13 3x3= 5x5= 4x4= 1.5x4 11 3x10 MT20HS FP= 3x3= 3x3= 3x4= 1.50 11 4x4= 56= 34 11 3x3= 4x4= 11-4-8 22-5-12 r 11-4-8 11-1-4 Plate Offsets(X,Y)-- [1:Edae 0-1-81 [20:0-1-8,Edge1.[27:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.32 18-19 >838 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.50 18-19 >537 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.09 13 r1/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:128 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 puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 26=1216/0-4-12,13=1223/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1211/0,12-13=-1216/0,1-2=-992/0,2-3=-2521/0,3-4=-3607/0,4-5=-4339/0, 5-6=-4339/0,6-7=4341/0,7-9=4230/0,9-10=-3621/0,10-11=-2521/0,11-12=-991/0 BOT CHORD 24-25=0/1872,23-24=0/3186,22-23=0/3186,20-22=0/4019,19-20=0/4339,18-19=0/4383, 17-18=0/4031,16-17--0/3179,15-16--0/3179,14-15=0/1875 WEBS 1-25=0/1454,2-25=-1398/0,2-24=0/1031,3-24=-1025/0,3-22=0/649,4-22=-654/0, 4-20=-12/802,5-20=-432/0,12-14=0/1489,11-14=-1404/0,11-15=0/1025, 10-15=-1015/0,10-17=0/682,9-17=-651/0,9-18=0/369,7-18=-389/0,6-19=-325/277, 7-19=-470/457 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Aj WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is Lxzed only upon parameters shown.and Is for m Individual building component,not a truss system.Before use,the LwlldIng designer must verify the appllcal:Aity of design parameters and properly Incorporate this,desktn Into the overall building design. Bracing Indicated Is to prevent buckling of lndNkiuol truss web aril/m chord members only. Additional temporary and permanent bracing MiTe k Is always required for stability and to prevent collapse wtth possble personal inJtay and property cklrnage. For general guidance regarding the fatrk:ation,storage,delivery,erection and bracing of trusses and Iruss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Sultding Component 6904 Parke East Blvd. Safety Information available from Truss Plate i nstlkLte.218 N.Lee Street.Suite 312,Alexmxirla,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Q;/ Ply Riverside Homes/Lot 55 ABCC/JK 711578367 J170405 F03 Floor 5 1 Job Reference o Tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:012017 Page 1 ID:UNYbtldzvfm I HQQwwKmTy4yz8z5-H9RU5?DSq_3HsJra45cGwP9EPilZy6XDvDJsPwyyr5C 0-1-8 H I i -i 1�8 0-38 l sci =1:3s.s 5x5= 3x3= 5x5= 1.5x4= 4x4= 3x5= 4x4= 1.5x4 II 1.5x4 II 3x3= 3x6 FP= 3x5= 4x4= 1.5x4= 1 2 3 4 s 6 7 8 9 10 11 12 27 28 O 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 5x5= 4x4= 1.5x4 11 3x10 MT20HS FP= 3x3= 3x3= 30= 1.5x4 11 4x4= 5x5= 3x3= 3x4= 4x4= 9-1-811-4-8 22-9-8 9-1-8 2-3 0 11-5-0 Plate Offsets(X Y)-- (1:Edge 0-1-81 (12:0-1-8 Edgel [20:0-1-8 Edgel,[27:0-1-8,0-0-121,[28:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.34 18-19 >786 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.54 18-19 >503 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.09 13 n1a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 26=1234/0-4-12,13=1234/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1229/0,12-13=-122810,1-2=-1007/0,2-3=-2565/0,3-4=-3676/0,4-5=-4453/0, 5-6=-4453/0,6-7=-4453/0,7-9=-4333/0,9-10=-3692/0,10-11=-2563/0,11-12=-1007/0 BOT CHORD 24-25=0/1901,23-24=0/3244,22-23=0/3244,20-22=0/4105,19-20=0/4453,18-19=0/4499, 17-18=0/4117,16-17--0/3237,15-16=0/3237,14-15--0/1903 WEBS 1-25=0/1476,2-25=-1420/0,2-24=0/1053,3-24=-1048/0,3-22=0/666,4-22=-681/0, 4-20=01841,12-14=0/1477,11-14=-1422/0,11-15=0/1049,10-15=1040/0,10-17=01702, 9-17=-675/0,9-18=0/370,7-18=-376/0,5-20=-444/016-19=-2691186,7-19=-419/437 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 Mllek®connectors.1Ns design is Lased enly upon parameters shown,and is for an in liOdual building component not a truss system.Before use.the Lulldim designer must verity the applicability of design parameters and properly incorporate this deskin Into the overall building design.lkacing indicated is to prevent buckling of individual tniss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possble personal krJray and property damage. For general guidance regarding the fabrk:at m storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type J� Olj/ Ply Riverside Homes/Lot 55 ABCC/JK 711578368 J170405 F04 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:02 2017 Page 1 I D:UNYbBdzvfml HQOwwKmTy4yz8z5-IL?sILE4bl B8TTPmep7VTchOz5a6hU7M8t3PxNyyr5B 0-1-8 H 1�3-0 2-4-0 1I 0-18 Elite Scale=1:39.1 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 6x8= 1.5x4= 3x6 FP= 3x6 FP_ 1.5x4= 6x8 II 6x8= 6x6= 8x8= 6x8= THA426 6x8= 8x8= 6x8 II 1 2 3 4 5 6 7 8 9 10 11 12 13 4 oro d 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 6x6— 8x8— 3x6 FP= 6x6= 6x8 II 6x10= 6x6= 8x8= 8x8 II 6x6— 6x8= 3x6 FP= 11-10-013 2-8 22-9-8 11-10-0 1-48 9-7-0 Plate Offsets(X,Y)— I1:Edge,0-1-81,11:0 1-8,0 1-81,[7:0-3-0,Edge],f13:0-1-8,0-1-81,113:0-3-0,Edgel,(15:0-3-0,Edgel,[22:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.3920-21 >690 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.62 20-21 >436 360 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:192 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 puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 28=1751/0-4-12,14=1947/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-173&0,13-14=-193010,1-2=-1587/0,2-4=-4172/0,4-5=-6239/0,5-6=-8529/0, 6-7=-8529/0,7-8=-9529/0,8-9=-9521/0,9-10=-7221/0,10-12=-4702/0,12-13=-1 77810 BOT CHORD 25-27-0/2997,24-25=0/5393,23-24=0/5393,22-23=0!7261,21-22=0/8529,20-21=0/8529, 19-20=0/8302,18-19--0/6080,17-18--0/6080,15-17=0/3362 WEBS 1-27=0/2261,2-27=-2132/0,2-25=0/1776,4-25=-1796/0,4-23=0/1246,5-23=-1 544/0, 5-22=0/2201,6-22=-1019/0,13-15=0/2533,12-15=-2395/0,12-17=0/2026, 10-17=-2027/0,10-19=0/1680,9-19=-1633/0,9-20=0/1676,8-20=-1735/0,7-20=0/1796, 7-21=-682/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 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)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 13-2-8 from the left end to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-13=-100 Concentrated Loads(lb) Vert:8=-1219(F) V 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 Mlfek©connectors.lnls design Is bxased only urx>n parameters shown,and Is for an Individual building component,not o frus�system.Before use.the Widknrt designer must verify the appllcabAfty of design parameters and property Ingrate 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 sl blily and to prevent collapse with possible personal Injury and property damage. "general guidance regarding the j fabrlcatbn,storage,del",erection and bracing of trusses and truss systems,seeANSI/TPil Guollty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate"cute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type y ov Ply Riverside Homes/Lot 55 ABCC/JK 711578369 J170405 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:03 2017 Page 1 ID:U NYbtldzvfml HQOwwKmTy4yz8z5-DYZE W hEjMcJ_5d_yC W ek?gEgpV6rQ2vW NXozUpyyr5A 1-3-0 2-1-8 6x6= 3x6 3x6 11 6x6= Scale=1:12.3 1 2 3 4 I I o T 4x4= 7 6 5 4x4= 3x3 11 3x3 11 5-4-8 5-4-8 Plate Offsets(X Y)-- 13:0-3-0,0-0-01,[6:0-1-8 Edgel [7:0-1-8 Edge] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.00 5 rUa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:41 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=935/0-3-8,5=935/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-929/0,4-5=-929/0,1-2=-733/0,2-3=-733/0,3-4=-733/0 BOT CHORD 6-7=0/733 WEBS 4-6=0/1052,1-7=0/1 052,2-7=-736/0,3-6=-736/0 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 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 3-10d(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:5-8=-10,1-4=-355 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-355 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:5-8---10,1-3=-355,3-4=-210 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase--1.00,Plate Increase--1.00 Uniform Loads(plf) Vert:5-8=-10,1-2=-210,2-4=-355 5)3rd chase Dead:Lumber Increase--1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8-10,1-3=355.3-4=210 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8-10,1-2=-210,2-4=-355 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 utx�n txrameleis shown,and is for an individual bmilding component,riot a truss system.Before use.the building desinnei must verify the aj:"Jrr:f`IIty 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. Adalllonal temporary and permanent bracing M[Te k Is always rect fired for stability and to prevent collapse with possible personal injury and property damage. For general guldcme regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon avallable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa,FL 33610 I Job Truss Truss Type pr C* Ply Riverside Homes/Lot 55 ABCC/JK 711578370 J170405 F06 Floor 3 i Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:04 2017 Page 1 ID:UNYbfldzvfmlHQQwwKmTy4yz8z5-hk7cjl FL7vRrjnZ8mD9zY1 ni4vlx9TkfbBYWOFyyr59 0-1-8 H 1-3-0 I 2-2-4 Scale=1:21.7 1.5x4= 3x6 11 3x6 11 3x6 11 3x6 11 3x6 I I 3x6 II 6x6= 1 2 3 4 5 6 7 13 12 11 10 9 4x7= 8 3x3= 3x5= 3x3= 3x3= 3x3= 3x3 11 I 13-0-12 13-0-12 Plate Offsets(X Y)-- f 1:0-1-8 0-0-81 19:0-30 Edpel LOADING (psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.16 10-11 >945 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.25 10-11 >604 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 8 rl/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-SH Weight:93 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 20 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=705/0-4-12,8=705/Mechanical FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-701/0,7-8=-750/011-2=-557/0,2-3=-126310,3-4=-1526/0,4-5=-977/0,5-6=-977/0,6-7=-977/0 BOT CHORD 12-13=0/1033,11-12=0/1482,10-11=0/1513,9-10=0/977 WEBS 1-13=0/810,2-13=-740/0,2-12=0/356,3-12=-338/0,4-10=-829/0,5-10=0/548,7-9=0/1372,6-9=-830/0 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 Old(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. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.laW/2016 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is tot exi Individual txlflding component.not a irons system.Before use.ttw building designer must verify the ar.r-AlrabRity of design parameters and properly Incotpotate this deslpn Into the overall Nit building design. Bracing Indicates Is to prevent budding 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 fabricatim storage,delivery,erection and bracing of trusses and truss systems,seeANSVINl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safely Information avallatAe from Truss Plate Inst"e,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type A Ply ! Riverside Homes/Lot 55 ABCC/JK T11578371 J170405 F07 Floor Supported Gable 1 i i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:04 2017 Page 1 I D:U NYbtldzvfm I HQQwwKmTy4yz8z5-hk7cj 1 FL7vR rjnZBmD9zY1 nugvVp9ZUfbBY W OFyyr59 0�8 Scale=1:16.4 3x3 I 1 3x3= 2 3 4 5 6 7 8 17 A 16 15 14 13 12 11 10 9 3x3-- 3x3= 3x3 1 8-11-4 8-11-4 Plate Offsets(X,Y)-- [17:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 9 Na n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:50 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-11-4 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 8-11-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15.14,13,12,11,10 FORCES. (Ib)-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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Q WARNING-Verity design perameten:and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev./ND WIS 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 Lvjllding desigrwr must verify the applica"Ity of design parameters and properly in—rr—rate lhk desion 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. k alwaysp reciuked for slatittty and to prevent collapse with Possible personal Injury and property damage. For general guidance regarding the fabrlcatim storage,deitvery,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 availade from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 __ i Job Truss Truss Type ► (;By Ply Riverside Homes/Lot 55 ABCC/JK T11578372 J170405 F08 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:05 2017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-9wh_xNGzuDZiKx8UxgC4FJszJjhu)lpgrH3Yiyyr58 1-3-0 0.11-00 Scale=1:13.3 6x6= THA426 3x6 I'THA426 3x6 II THA426 6x6= 1 11 2 12 3 13 4 i 5x5= 5x5= 10 9 87 6 5 1.5x4 If 1.5x4 11 3x3 11 3x3 II 6-8-0 6-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.02 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.03 8 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n1a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 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=1319/Mechanical,5=1201/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1314/0,4-5=-1194/0,1-2=-818/0,2-3=-1577/0,3-4=-813/0 BOT CHORD 8-9-0/1577,7-8=0/1577,6-7=0/1577 WEBS 1-9=0/1201,2-9=-1144/0,4-6=0/1194,3-6=1150/0 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"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-1-8 from the left end to 5-1-8 to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(lb) Vert:11=-605(F)12=-605(F)13=-605(F) Q WARNINIi-YMIy dWyn penrmters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ihis design Is txised only upon parameters shown.and is for an individual WildiW component,not a truss system.Before use.the building designer must verify the applicaLYlty of design parametersand properly Incorp^rate this desian into the overall "ding design. tlroci ng Indicated Is to prevent bUCaing of kndlAdual truss web anal/or chord members only. Adatuor d temporary and permanent bracing M iTe k Is always required for stability and to prevent coec w with posbie personal"and property damage. For general gu tdarnce regarding the fabrication.storage,delivery,erection aril bracing of trusses and truss systems.seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building C wnporiont 6904 Parke East Blvd. Sdety IMormatton ava9arile from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandda.VA 22314. Tempe,FL 33610 Job Truss Truss Type s C& Ply Riverside Homes/Lot 55 ABCC/JK 711578373, J170405 F09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:06 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-d6EN8iHbfXhZy4jXteBRdSs2sj 1 ZdLsy3V1 d58yyr57 1-3-0 1-6-8 -6 8 0 u8 Scale=1:23.0 THA426 1,5x4 8x8= 6x6= 3x6 11 3x6 11 3x6 11 3x6 11 4x7 11 47 11 1 2 3 4 5 6 7 8 a6 15 14 13 12 11 10 3x3 11 6x6= 4x10= 3x3= 1.50 11 4x4= 5x5= 3x3= 13-9-8 13-9-8 Plate Offsets(X,Y)-- (l:Edge,0-3-01,18:0-1-8,0-0-81,18:0-3-0,Edgel LOADING(post) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.13 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.20 13-14 >808 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:100 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 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) 16=1521/0-4-12,9=1070/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-1 511/0,8-9=-1 068/0,1-2=-1302/0,2-3=-3487/0,3-4=-3487/0,4-5=-2971/0,5-6=-2971/0,6-7=-2265/0, 7-8=-881/0 BOT CHORD 14-15=0/2477,13-14=0/3450,12-13=0/2971,11-12=0/2971,10-11-0/1641 WEBS 1-15=0/1913,2-15=-1821/0,2-14=0/1484,3-14=-1 091/0,4-13=-917/0,5-13=0/566,8-10=0/1282,7-10=-1 180/0, 7-11=0(987,6-11=-1 11310 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 3-10d(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. 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 4-2-8 from the left end to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-16=-10,1-8=-100 Concentrated Loads(lb) Vert:3=-1101(B) WARNING-Verity design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.Ihls design Is based oNy upon parameters shown,and is tot an krdividuol building component,not a truss system.Before use.the btAlding designer must verity ttw appitcabltty of design parameters and properly IncorF or U,thi=Mesion Into the overall NAding design. Bracing Indicated Is to prevent buckling of fndfvidual thus web and/or chord members only.Addillor"temfxxcay and permanent bracW T Is always required tot stability and to prevent collapse with possible personal Initay and property ckxnage. F,x general gt&lance regardirxd the le k k fabdocatim storage,delivery,erection and bracing of trusses and inns systems,see,Alool I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. safety Irdormallon avaltable from Truss Plate Institute,218 N.Lee Street,Sulte 312 Alexmdrla,VA 22314, Tempa,FL 33610 Job Truss Truss Type • C Ply Riverside Homes/Lot 55 ABCC/JK 711578374 J170405 F10 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:06 2017 Page 1 I D:UNYbfldzvfmlHQQwwKmTy4yz8z5-d6EN8i HbfXhZy4jXteBRdSs5QWdOey3V t d58yyr57 0.1-8 H ' � 2 �� Scafe'81:23.1 40= 4x4= 1.5x4= 1.5x4 11 1.6x4= 1 2 3 4 5 6 7 6 17 I 1 Ir- I 14 13 12 11 10 9 4x4= 1.5x4 11 40= 1-60 4-0.0 7-6-0 9-9-8 _1238 13-9-8 1-6-0 2-6-0 3-60 2-3-8 2.6-0 1-6-0 i Plate Offsets(X,Y)-- 11:Edge 0-1-81 (7:0-1-8 Edged 116:0-1-8,0-0-121,117:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.12 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.17 10-11 >963 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 8 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:781b 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 20 SP No.2(flat) except end verticals. WEBS 20 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=739/0-4-12,8=739/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-735/0,7-8=-733/011-2=-567/0,2-3=1322/0,3-4=-1605/0,4-5=-1605/0,5-6=-1324/0,6-7=-567/0 BOT CHORD 13-14=0/1058,12-13=0/1605,11-12=0/1605,10-11=0/1550,9-10=0/1065 WEBS 7-9=0/82811-14=0/829,6-9=-791/0,2-14=-780/0,6-10=0/411,2-13=0/430,5-10=-360/0,3-13=-516/0, 5-11=-96/335 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. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev.IM02016 BEFORE USE. Design valid for use only with MllekG%connectors.This design Is based only upon paromefets shown,and Is for an Individual building component.not •a truss system.Before use.the building designer must verify the apptk-atAlty of design parameters and properly Incorporate this design Into the overall wt "cling design. Bracing Icilcated Is to prevent buckling of Individual truss web and/or chord members only. Adclitiornal temporary and permanent bracing M iTe k Is always required for stability anal to prevent collapse with possible personal InJray and property damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPI I CuaNty CrIlle ,DSB-89 and SCSI Sul dhV Component 6904 Parke East Blvd. Safety InformaMon available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type # Qq( Ply Riverside Homes/Lot 55 ABCC/JK 711578375 J170405 F11 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:07 2017 Page t ID:UNYbfldzvfmlHQQwwKmTy4yz8z5-6JoIL2HDQgpQaE IjRMigAg0006W W MwD619mAdayyr56 0,1,8 01118 �1 Scale=1:22.9 3x3= 3x3— 1 2 3 4 5 6 7 8 9 10 11 12 25 26 m 1 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 3x3= 3x3= 3x3= 7-1-8 14-02.6-0 40.0 54-0 6.8.0 6.10-12 845-6 9-9-8 11-1.8 12-5-8 136$ 14-0 14-0 1-4-0 1-40 0.2-12 14-0 14-0 1-4.0 14-0 141 0-2-12 Plate Offsets(X Y)-- [25:0-1-8,0-0-121,f26:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSB. DEFL in (loc) I/deti 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 Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 14 rVa n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-SH Weight:75 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 6-0-0 oc bracing, Except: OTHERS 20 SP No.2(flat) 10-0-0 oc bracing:23-24,13-14. REACTIONS. All bearings 13-9-8. (ib)- Max Grav All reactions 250 Ib or less at joint(s)24,13,14,15,16,17,18,23,22,21,20,19 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. IVARNIJG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE x1-7473 rev.10032015 BEFORE USE. Design valid for use only will)WekO connectors.[his design is txise.d only Upon[anameters shown,and Is for an Individual building component,rat a truss system.Before trse.Itw hulld nut desklner must verity,the_T.,NI�atAlty of design parameters and property ktrorr-rate this design Into the ever., bulic]ng design. Brachg indicated Is to prevent buckling of Indtv[dual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stab[ttty and to prevent co8apse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,defivery,erection and bracing of trusses and truss systems,seeANSI/rPII Quality Criferla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ofy Ply Riverside Homes/Lot 55 ABCC/JK 711578376 J170405 FG01 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:08 2017 Page 1 I D:U NYbtidzvfml HOOwwKmTy4yz8z5-aVM7ZOIrBSyHBOtw?3Evib(Og W I U5BzFW p W k90yyr55 1-10-11 1-10.11 i Scale=1:19.9 THA426 1.5x4 11 THA426 1.5x4 11 THA426 3x8= THA426 3x10= 1 3x10= 2 3x8_ 18 3 19 4 20 5 21 22 6 Q F1 1 Iz— 71 I HTU26 HTU26 HTU26 HTU26 HTU26 3x8= HTU26 6x6_ HTU26 13 11 14 10 15 9 16 8 17 6x6= 3x8= 3x12 M18SHS I I 3x12 M18SHS 11 2�15 4-6-2 6-8 6 8-10.9 11-2-8 2-3.15 2-2-3 2-2-3 2-2-3 2-3-15 Plate Offsets(X,Y)-- [2:0-3-8,0-1-81,[5:0-38,0-1-81,(8:0-1-12,0-441,[9:0-3-8,0-1-81,(10:0-3-8,0-1-81,[11:0-1-12,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.07 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.20 9-10 >658 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 7 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight:191 Ib FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=5390/0-5-8,7=7614/0-4-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=4550/0,6-7=-7012/0,1-2=-7711/0,2-3---11915/0,3-4=-1 1915/0,4-5=-11915/0,5-6=-7870/0 BOT CHORD 11-12=0/291,10-11=0/7711,9-10=0/1 1915,8-9=0/7870,7-8=0/373 WEBS 1-11=0/8622,2-11=-2902/0,2-10=0/4884,3-10=-2319/0,6-8=0/8711,5-8=-4432/0,5-9=0/4700,4-9=-1984/0 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-5-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:20-1 row at 0-9-0 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 floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)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. 6)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. 7)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 0-11-4 from the lett end to 2-11-4 to connect truss(es)to front face of bottom chord. 8)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-4 from the left end to 9-4-4 to connect truss(es)to front face of top chord. 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 2-4-12 from the left end to 104-12 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is In contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:7-12=-10,1-18=-100,6-22=235 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03,2015 BEFORE USE. Design valid for use only wilh Milek6 connectors.7Ns design Is basad only upon pummeters shown,and is for an individual[wilding component.not a truss system.Before use.the Lxdichna desUn-r must verify the appll a lllty of deuan parametersand properly Incr^� mite this deskin Into the overall boding design. Bracing Indicated Is to prevent buckling of Individual truss web and/on chord members only.Additional temporary ar"permanent bracing MiTek Is always required for sktAty and to prevent collapse with W-ble personal k*xy and property damage, non general grlkknce recrxclin9 the fabrlcatim storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality CMeria,DSB-89 and BCSI Building Component 6904 Pada East Blvd. Safety Information ava fable from Truss Plate Institute,218 N.Lee Street Suite 312 Alexa elft VA 22314. Tempa,FL 33610 Job Truss Truss Type . Qty 'Ply Riverside Homes/Lot 55 ABCC/JK 711578376 J170405 FG01 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:08 2017 Page 2 I D:U NYbtldzvfml HQQwwKmTy4yz8z5-aVM7ZOI rB8yHBOtw?3EvitxOg W IU5BzFW p W k90yyr55 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:6=-2070 11=293(B)10=-293(B)13=-968(F)14=-967(F)15=-293(B)16=-293(B)17=-295(8)18=-1229(F=-669)19=-1123(F)20=-1123(F)21=-1 123(F) Trapezoidal Loads(plf) Vert:18=-335-to-22=-385 2)Dead+Uninhabitable Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-18=-100,6-22=-235 Concentrated Loads(lb) Vert:6=-951 11=-293(B)10=-293(B)13=968(F)14=-967(F)15=-293(B)16=-293(8)17=-295(B)18=-926(F=669)19=-1123(F)20=-1123(F)21=-1123(F) Trapezoidal Loads(plf) Vert:18=-281-to-22=-304 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-18=-100,6-22=-155 Concentrated Loads(Ib) Vert:6=-951 11=-293(8)10=-293(8)13=-968(F)14=-967(F)15=-293(6)16=-293(8)17=-295(B)18=-926(F=-669)19=-1123(F)20=-1189(F)21=-1203(F) Trapezoidal Loads(plf) Vert:18=-281-to-4=-292,4=-212-to-22=-224 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-18=-20,6-22=-235 Concentrated Loads(lb) Vert:6=-951 11=-293(8)10=-293(B)13=-968(F)14=-967(F)15=-293(B)16=-293(B)17=-295(B)18=-986(F=-729)19=-1129(F)20=-1123(F)21=-1123(F) Trapezoidal Loads(plf) Vert:18=-201-to-3=-203,3=-283-to-22=-304 5)3rd chase Dead+Uninhabitable Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-18=-100,6-22=-155 Concentrated Loads(lb) Vert:6=-951 11=-293(B)10=-293(B)13=-968(F)14=-967(F)15=-293(8)16=-293(8)17=-295(B)18=-926(F=-669)19=-1123(F)20=-1189(F)21=-1203(F) Trapezoidal Loads(plf) Vert:18=-281-to-4=-292,4=-212-to-22=-224 6)4th chase Dead+Uninhabitable Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-18=-20,6-22=-235 Concentrated Loads(lb) Vert:6=-951 11=-293(6)10=293(8)13=-968(F)14=-967(F)15=-293(B)16=-293(B)17=-295(B)18—986(F=-729)19=-1129(F)20=-1123(F)21=-1 123(F) Trapezoidal Loads(plf) Vert:18=-201-to-3=-203,3=-283-to-22=-304 A WARNING-Verfly design parsnetera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 rev.10M32015 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 funding deslaner must verify the arTAlc 141ty of design parameters and properly incorporate this design Into the overall briding design. 19acing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stabdify and to prevent collapse with possible personal krJrry and property damage. For general guidance regaralng the fabrication,storage,delivery,erection and bracing of musses and truss systems,se.eANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 41y Ply Riverside Homes/Lot 55 ABCC/JK 711578377 J170405 A01 Hip Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:41 2017 Page 1 I D:U NYbtldzvfm I HQQwwKmTy4yz8z5-sJEwugzvXrY6SFJjvuFZ6BKnUeYdG7?HJ6Toi 5yyr5 W 36-4 6-9 0 10-5-8 14-2-0 17-4-12 20.11-0 3$4 Y-9- 212 3-8-8 3.8-8 3-2-12 36 4 Scale=1:34.9 NAILED NAILED 5x8= NAILED 3.00 12 NAILED 1.5x4 II NAILED 5x8 3 19 20 21 22 4 23 24 255 3x4 P, 11 n n R3x4 26 1 7 N 26 12 27 11 28 29 10 30 9 31 8 32 4x10= 3x6 'I HTU26 5x5= NAILED 8x8 NAILED 5x5 HTU26 3x6 II 4x10= HTU26 NAILED NAILED NAILED HTU26 01 12 36-0 6 9 0 10-5-8 14-2-0 17-4-12 20-9-4 20,11-0 0 -2 34-8 32-12 3-8-8 38-8 3-2-12 3-4-8 0-1-12 Plate Offsets(X Y)-- (1:0-0-0 0-1-51,(3:0-6-0,0-3-O1,f5:0-6-0,0-3-O1,f7:Edge,0-1-51,110:0-4-0,0-6-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.26 10 >961 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.48 10 >523 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.04 7 rila n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:125 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 6-7-9 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=169210-3-8,7=1684/0-3-8 Max Horz 1=26(LC 7) Max Uplift 1.819(LC 4),7=816(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4177/2035,2-3=-4487/2156,3-4=-4676/2229,4-5=-4676/2229,5-6=-4454/2142, 6-7=-4156/2027 BOT CHORD 1-12=-1969/4023,11-12=-1969/4023,10-11=-2077/4386,9-10=-2037/4353, 8-9=-1935/4003,7-8=-1935/4003 WEBS 2-12=-277/137,2-11=173/461,3-11=-238/590,3-10=-206/434,4-10=-494/346, 5-10=-222/471,5-9=-238/584,6-9=-1631447,6-8---274/136 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=25tt;B=45ft;L=24ff;eave=4tt;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(jt=1b) 1=819,7=816, 7)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 10-9-8 oc max. starting at 3-0-12 from the left end to 17-10-4 to connect truss(es)to front face of bottom chord. 8)FII all nail holes where hanger is in contact with lumber. 9)'NAILED'indicates 3-10d(0.148'x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 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(pit) Vert:1-3=-54,3-5=-54,5-7=-54,13-16=-20 Q WARNING-Verhydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mllekb connectors.TNs design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use.the building desklner must verify the KTlloat:4Ity of deskm parameters and property Incorporate this deslpn Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkduai Inas web and/or chord members orgy. Addilond temporary and permanent bracing MiTek' Is always required tot skfllly and to prevent collapse wfth possible personal r*xy and property damage. For general guidarx a regcxd ing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Orality Crllsita,DSB-89 and BCSI Building Componont 6904 Parke East Blvd Safely IMormaBon avc1able from Teas Plate Institute,218 N.Lee Street Suite 312.Alexancift VA 22314. Tampa,FL 33610 Job Truss Truss Type + Qty Ply Riverside Homes/Lot 55 ABCC/JK T11578377 J170405 A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:412017 Page 2 I D:U NYbtldzvfm I HQQwwKmTy4yz8z5-sJ Ewu9zvXrY6SFJjvuFZ6BKnUeYdG7?HJ6Toi 5yyr5 W LOAD CASE(S) Standard Concentrated Loads(lb) Vert:11=-65(F)9=-65(F)19=1 08(F)21=-1 08(F)22=108(F)23=-108(F)25=-1 08(F)26=-267(F)27=-213(F)28=-65(F)29=-65(F)30=-65(F)31=-213(F)32-267(F) A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mf m7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek0 connectors.this design Is based only upon parameters shown,and Is tot an individual building component not a taus system.Before use,the Lxildim desUner must verity the applteablity of design par•�vneters and properly Incor�xate this design Into the overall btAding design. Bracing Indicated Is to prevent buckling of idwiuuu truss web and/or chord members only.Additional temporary and permanent btacing MiTek Is always required for stabllty and to prevent collapse with possible personal"ad property damage. For general guidance regaling the fabrcallom storage,delivery,erection and bracing of mases and hum systems,seeAN51MI ewa9ty Criteria,DSB-89 and 8CSI Building ComporwN 6904 Parke East Blvd. Sdely Irdormaflon available from Tums Rate Institute.218 N.lee Street.Suite 312 Alexa drIa.VA 22314. Tanpa,FL 33610 Job Truss Truss Type j % Ply Riverside Homes/Lot 55 ABCC/JK 711578378 J170405 B01 Monopitch 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:42 2017 Page 1 I D:UNYbtldzvfmlHOQwwKmTy4yz8z5-KVol6V_YI9gz4OuwTcmofPsOr2fu6?cKQYmDMEXyyr5V 6-10.0 6-10-0 Scale:3/4'=1' 1.5x4 it 3 3.00 12 12 I1 3x4 112 1 4 1.5x4 II 3x6 11 1- 2 6-10.0 6-8-4 Plate Offsets(X,Y)-- [1:0-4-6,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.09 4-9 >860 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.20 4-9 >393 180 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:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=236/Mechanical,1=259/0-3-8 Max Horz 1=99(LC 11) Max Uplift 4=-104(LC 8),1=-101(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;save=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-4 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(rt=1b) 4=104,1=101. A&WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valld for use orgy with Mllek(hconnectors.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 appllcotAlty of design parameters and properly Incorporate this design Into the overall "cling design. Wocng Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for dablity and to prevent collapse with possible personal npay and property darnage. For general guidance regardlydl the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSVTPl1 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Satiety Informallon avalcble from Truss Plate Institute,218 N.Lee Street,State 312 Alexandria,VA 22314. I Tampa,FL 33610 Job Truss Truss Type t �qW Ply Riverside Homes/Lot 55 ABCC/JK 711578379 J170405 B02 Half Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:43 2017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-phMgJr?A3ToghYS61 JH t BcPF7RHRk2zamQyvmzyyr5U 3.0-0 6-9-0 3-0-0 3-9.0 Scale=1:12.6 4x10= 300 F12 Special NAILED ISM 11 3 13 4 3x4 2 Ll 1 4 Special 6 Spec 15 NAILED 5 NAILED 1.5x4 II 3x5 11 4x4= 01-1 3-0.0 6-9-0 0-1-1 2-10-4 3-9-0 Plate Offsets(X Y)-- 11:0-3-6,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 5-6 >999 240 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 5 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:30 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=287/Mechanical,1=308/0-3-8 Max Horz 1=53(LC 20) Max Uplift 5=-168(LC 5),1=-160(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-454/293 BOT CHORD 1-6=-273/422,5-6=-273/434 WEBS 3-5=456/278 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;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 20.0psf 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)except Qt=lb) 5--168,1=160. 7)"NAILED"indicates 3-1 Dd(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)106 Ib down and 234 Ib up at 3-0-0 on top chord,and 46 Ib down and 33 Ib up at 3-2-2 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-4=-54,5-7=-20 Concentrated Loads(ib) Vert:3=-34(F)6-32(F)13=-10(F)14=-17(F)15=-12(F) Q WARNNQ-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rte idDY1015 BEFORE USE , Design valid for use only with MiTek<o connectors.This design Is based only upon purometers shown,and Is for an Individual building component,not a truss system.Before use.the building deslprwr must Verify ttw"Icabillty of design parameters and properly incorporate this deskln into the overall building design. wacing Indicated Is to prevent bucknng of indtvidrpl truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for sk"Ity,and to prevent collapse with possible personal frnbiv and property damage. For general guidance regarding the rabiicatio L storage,delivery,erection and bracing of trusses and truss systems see.ANNfn41 CAx ft Criteria.DS8-09 and BCSI BuBdnp Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Skeet,Suite 312.Alexandria,VA 22314. i Tampa,FL 33610 Job Truss Truss Type (fly Ply Riverside Homes/Lot 55 ABCC/JK 711576380 J170405 603 Half Hip 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:44 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yzBz5-Huv2XBOogmwhJi 1 Ib 1 oGkpxQ5rdtTW 5j?4iSJPyyr5T 5-0-0 6.9.0 60.0 1-9-0 4x10= Scale=1:14.7 1.5x4 II 3 4 3.00 F12 13 Ll 3x4 2 1 6 6 1.5x4 11 3x4= 3x5 11 1- 2 5-0-0 6-9-0 0 1- 2 4-10-4 1-9-0 Plate Offsets(),Y)-- [1:0-3-6,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 6-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:29 lb 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 20 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer '—Installation guide. REACTIONS. (Ib/size) 5=233/Mechanical,1=256/0-3-8 Max Horz 1=78(LC11) Max Uplift 5=-112(LC 8),1=-104(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-302/271 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Egg 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 5-0-0,Extedor(2)5-0-0 to 6-7-4 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)except Qt=1b) 5=112,1=104. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building designer must verify the"IcaLVNy of design parameters and property Incorporate this deslgn 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 k always required for stability and to prevent colic W with posstie personal kMiy and property damage. far general guidance regarding the- fabrication, hefabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/IPII QuaNty Criteria,DSB-89 and BCSI BuNding Component 6904 Parke EM Blvd. Safety IMormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ► QW Ply Riverside Homes/Lot 55 ABCC/JK T11578381 J170405 C01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:45 2017 Page 1 ID:UNYbffdzvfmlHQQwwKmTy4yz8z5-14TQkXOQb42YxscV8kJVH1 UVOFrcCtosEkROrsyyr5S 37-12 7-0-0 12-4-12 17-9-8 21-1-12 24-9$ _ _ I 3-7-12 1 3-4-4 5-4-12 5-4-12 5:4_ 4 4 3 7-12 Scale=1:41.9 4x10= 1.5x4 11, 4x10= 4 23 24 5 25 26 6 7.00 FIT 3x5 i 3x5 3 7 3x6 i d 2 3x6 4 8 i 9 I6 14 13 27 28 29 12 30 31 11 32 10 5x8 11 1.5x4 11 6x6= 5x8= 6x6= 1.5x4 11 5x8 11 3.7-12 7 0 0 12-4-12 17-9-8 21-1-12 I 24-9 6 3 7-12 3 4 4 5 4 12 5 4 12 3-4-4 3 7-12 Plate Offsets(X,Y)-- [4:0-7-8,0-2-01,[6:0-7-8.0-2-01,[12:0-4-0,0-3-01 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) 0.18 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(Q -0.29 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.12 9 rUa n/a BCDL 10.0 Code FB02014fFP12007 Matrix-MSH Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD 20 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 20 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=2143/0-5-8,9=2143/0-5-8 Max Horz 1=-1 16(LC 23) Max Uplift 1=-1 172(LC 8),9=-1 172(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3249/1826,3-4=-3386/1976,4-5=-3554/2124,5-6=-3554/2124,6-7=-3386/1976, 7-9=-3249/1826 BOT CHORD 1-14=-1464/2676,13-14=-1464/2676,12-13=-1619/2936,11-12=-1 597/2936, 10-11=-1464/2675,9-10=-1464/2675 WEBS 3-13=-441/472,4-13=-253/666,4-12=-491/845,5-12=-757/625,6-12=-492/845, 6-11=-253/666,7-11=442/472 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=25ff;B--451t;L=25ff;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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(jtdb) 1=1172,9=1172. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)343 Ib down and 411 Ib up at 7-",155 ib down and 159 lb up at 9-2-14,155 Ib down and 159 Ib up at 11-2-14,145 ib down and 159 Ib up at 12-4-12,155 Ib down and 159 Ib up at 13-6-10,and 155 Ib down and 159 Ib up at 15-6-10,and 343 Ib down and 411 ib up at 17-9-8 on top chord, and 256 Ib down and 172 Ib up at 6-9-14,328 Ib down and 204 ib up at 7-2-2,87 Ib down and 28 lb up at 9-2-14,87 Ib down and 28 Ib up at 11-2-14,87 Ib down and 281b up at 12-4-12,87 Ib down and 281b up at 13-6-10,87 Ib down and 28 Ib up at 15-6-10, and 328 Ib down and 204 Ib up at 17-6-10,and 258 Ib down and 172 Ib up at 17-11-10 on bottom chord. The desigrdselection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard A WARNING-Verify daaryn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MilekG connectors.TNs design is based orgy upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicat Alty of design parameters and property incorporate the design Into the overall wt I building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing �I, MiTek' is always required for stability and to prevent collapse with posstble personal tnh+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV MI Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. i Safely IMormaMon avdiable from Mss Plate InstfMe,218 N.Lee Street.Sutle 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qly Ply Riverside Homes/Lot 55 ABCC/JK 711576381 J170405 Col Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:45 2017 Page 2 1 D:UNYbfldzvfml HQQwwKmTy4yz8z5-14TQkXOQb42YxscVBkJVH t UVOFreCtosEkROrsyyr5S LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert:1-4=-54,4-6=-54,6-9=-54,15-19=-20 Concentrated Loads(Ib) Vert:4=-197(F)6=-197(F)13=-328(F)12=-63(F)5=-114(F)11=-328(F)23=-114(F)24=-114(F)25=-114(F)26=-114(F)27=-258(F)28=-63(F)29=-63(F)30=-63(F) 31=-63(F)32=-258(F) 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 Mllekb connectors.This design 6 based only upon parameters shown,and Is for an individual building component.riot , a Muss system.Before use.the b I-I ng designer must verify the applIcabitty of design parameters and propedy kn^rvr.rate this design Into the overall "cling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing i M iTe k is always required tot stabltty and to prevent collapse with possible personal Ini ry and property darnage. For general guidance regarding the fatxk:ofk)n,storage,delivery,erection and bracing of trusses and Miss systems,seeANSVTPII Quality Criteria,DSB-89 and BCSI Buiding Compon9rsf 6904 Parke East Btvd. Safety Informallon available from Taus Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. I Tampa,FL 33610 Job Truss Truss Type ► ply Ply Riverside Homes/Lot 55 ABCC/JK T11578382 J170405 CO2 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:46 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-DGl pxt12MOAPYOBhiRgkpE1 h8tCvx090TOBZNIyyr5R r 9-0-0 15-9-8 20-41-12 24-9-84 -12 4 4.7-12 Scale=1:42.2 4x4= 4x7= 4 20 21 22 5 7.00 F12 1.50 1.5x4�i 3 6 co 19 23 3x4 2 3x4 7 1 8 � Ia 10 24 9 3x8 Il 3x8= 5x5= 3x8 I I 9-0.0 15-9-8 24-9-8 9-0-0 6-9-8 9.0.0 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[5:0-5-4,0-2-41,[8:0-5-7,Edge],19:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.12 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.06 8 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 20 SP No.2 WEBS T-Brace: 20 SP No.2-5-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with t Od SLIDER Left 2x4 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 (0.131'x3')nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=917/0-5-8,8=917/Mechanical Max Horz 1=-150(LC 10) Max Uplift 1=330(LC 12),8=-330(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1311/614,3-4=-1147/559,4-5=-950/541,5-6=-1150/561,6-8=-1311/613 BOT CHORD 1-10=-458/1117,9-10=-305/947,8-9=-450/1077 WEBS 3-10=-266/178,4-10=-50/331,5-9=-50/328,6-9=-263/177 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=25ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Extedor(2)9-0-0 to 20-3-6,Interior(1)20-3-6 to 24-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for thus to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--Ab) 1=330,8--330. 8)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Vod&design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MnekO connectors.This design Is based wily upon parameters shown,and Is for an Individual b tsilding component,not a truss system.Before use.the building deAxl --r must verify the•afY41-abNlty of design parameters and properly fn—rr.-rate this deskln Into the overall iT building design. 8rachg Indicated Is to prevent buckling of IndtAdual Imss web and/or chord members only.AdalMOW temporary and permanent bracing eis• Is always recored for stability and to prevent collapse with possible personal try and property damage. For general guidance regarrin9 the labricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVM I CraBfy Cfiterla,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safety Information avaltabte from Truss Plate Insure.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578383 J170405 CO3 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:47 2017 Page 1 I D:U NYbtldzvfmlHQQwwKmTy4yzBz5-hTbB9D2g7hlGAAmtG9LzMSZga3UPgg99h2w6wkyyr5Q 11.0-0 14-8.10 4.3-0 7-9-0 10-0-14 1 7-3 13.9-8 141 i t 17-0-8 20-6-8 24-9-8 4-3-0 3-6-0 2-3-14 -6-1 2-3-14 3-6-0 43-0- 0-4-3 0-6-15 Scale=1:45.5 6x8 i 6x8 6 27 7 i 3x6 1 3x6 I I 5 8 4x7 i 26 28 40 cc 7.00 FIT 5x5 i 4 9 5x5 3 10 N n 25 3x4 i 2 3x4 11 1 121 m to 0 16 1s 14 13 4x7 II 5x8= 6x6= 6x6= 5x8= 4x7 11 43 0 7-9 0 17-0-8 20 6-a 24-9-8 4-3-0 3-6-0 93-8 3-6.0 4-3-0 Plate Offsets(X,Y)-- 14:0-3-8,Edgel,f6:0-0-14,Edgel,f7:0-0-14,Edgel,I9:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.27 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.60 14-15 >495 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.05 12 tVa Na BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Attic -0.13 14-15 870 360 Weight:153 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-1-0 cc puffins. 6-7:2x10 SP No.2,4-6,7-9:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x4 SP No.2`Except` MiTek recommends that Stabilizers and required cross bracing 13-16:2x6 SP DSS be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. SLIDER Left 2x4 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1010/0-5-8,12=1010/Mechanical Max Horz 1=-176(LC 10) Max Uplift 1=-274(LC 12),12=-274(LC 12) MaxGrav 1=1181(LC 18),12=1181(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1729/479,3-5=-1685/431,5-6=-1246/437,6-7=-1309/459,7-8=-1247/437, 8-10=-1687/431,10-12=-1730/479 BOT CHORD 1-16=-34211557,15-16=-342/1552,14-15=-19011367,13-14=-33611421,12-13=-337/1426 WEBS 5-15=-15f773,8-14=-15/773,3-15=-312/196,3-16=-291/13,10-14=-3121196, 10-13=-295/15 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=25ff;B=45ft;L=25ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 10-9-8,Exterior(2)10-9-8 to 14-0-0,Interior(1)18-2-14 to 24-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)The Fabrication Tolerance at joint 6=0%,joint 7=0% 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)Bottom chord live load(35.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.14-15 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 Gt=1b) 1=274,12=274. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q WARNIYG-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 verity the applicability of design paameters and properly W_—rporate the deskln Into the overall building design. tracing Indicated Is to prevent buckling of Individual truss web aril/or chord members only. Addnlonal temporary and permanent tracing MiTek Is always required for stability and to prevent coligxe with possible personal injury and property damage. For general guidance regarding the tabricallort storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSS-89 and SCSI BuBalng Component 6904 Parke East Blvd. SatNy IrrormaSon available from Truss Rate Institute,218 N.Lee Sleet,Suite 312 Alexandria.VA 22314. I Tampa,FL 33610 Job Truss Truss Type • Q01Ply Riverside Homes/Lot 55 ABCC/JK 711578384 J170405 C04 ATTIC 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:49 2017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-drjxau3xfJY_PTwGNaORRtf95sB18hHS9MPD_dyyr5O 4-3-0 7-9-0 to-0-14 1 11-1 12.4-12 13-9-12 4-6-1 17-0-8 20-6-8 24-9$ 4-3-0 3-6-0 2-3-14 •10-1 1-5-0 t-5-0 -10-1 2-3-14 3-6-0 4-3-0 5x5= Scale:1/4'=1' 7 7.00 F12 3x4— 3x4= 6 B 28 3x6 11 18 29 3x6 11 5 1.5x4 11 9 4x7 i 4x7 5x5 i 4 10 5x5 3 d ti 27 30 4x4 4x4 2 12 1 9-0-0 13 � Id 17 16 15 14 5x8= 6x6= 6x6= 5x8= 3x10 II 3x10 11 4-3 0 7-9 0 17-0-8 20-68 24-9 8 4-3.0 3-6-0 9-3-8 3-6-0 43-0 Plate Offsets(),Y)-- [1:0-5-7 Edge],[4:0-3-8,Edgel,[10:0-3.8,Edgel,[13:0-5-7,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.22 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vett(TL) -0.50 15-16 >591 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Attic -0.11 15-16 1055 360 Weight:154 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except' TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4,10-13:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 20 SP No.2'Except' MITek recommends that Stabilizers and required cross bracing 14-17:2x6 SP DSS be installed during truss erection,In accordance with Stabilizer WEBS 2x4 SP No.2 I Installation guide. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1010/0-5-8,13=1010/0-5-8 Max Horz 1=-202(LC 10) Max Uplift 1=-274(LC 12),13=-274(LC 12) Max Grav 1=1140(LC 18),13=1140(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1667/446,3-5=-1650/39115-6=-1242/400,6-7=-70/68417-8=-70/683, 8-9=-1244/400,9-1 1=-1653t391111-13=-1668/446 BOT CHORD 1-17=-308/1531,16-17=-307/1526,15-16=159/1362,14-15=-307/1375,13-14=-308/1380 WEBS 9-15=-&697,11-15=-281/192,11-14=-296/11,5-16=-61697,3-16=-281/192, 3-17=-291/9,6-18=-2112/544,8-18=-2112/544 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=2511;B=45ft;L=2511;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 12-4-12,Extedor(2)12-4-12 to 15-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.15-16 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=274,13=274. 7)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek6 connectors.lhls design Is Lased only upon pumineters shown,and is for an Individual building component not a truss system.Before use,the t-uildina designer must verity the appllcatAIN,of de-dgn r aranetersand properly Incorporate this deslon Into ttte overall briding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always reeked for stability and to prevent collapse with possible personal Injury ad property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qucd y Cdterlo,DSB-89 and BCSI BuBdng Component 6904 Parke East Blvd. Safely Intornudion available from Teas Plate lnsatute,218 N.Lee Street,Sutte 312,Alexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type a QW Ply Riverside Homes!Lot 55 ABCC/JK 711578385 J170405 C05 ATTIC i 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:50 2017 Page 1 ID:UNYbbdzvfmlHQQwwKmTy4yz8z5-51 HJnE4ZQcgrl dVSxHvg_4BKhGXxt?9bN09nW3yyr5N 4-3-0 7->}0 122:3- 0 0-14 19-7-13 13-11-7 17-0-8 20-4-12 11¢2 24-9-8 4-3-0 3 6 0 2-314 0.6-1'5 3 3.10 3 1-1 3 4 4 0 5-G 3 11-6 5x8= Scale=1:51.9 2x4 II 5x8= 2x4 11 7 e 25 9 26 10 3x6= 6 24 16 3x6 11 1 ic 6x6= 5 1.5x4 I 4x7 i 1.5x4 ! 18 7.D0 12 5X5//4 N 1.5X4 3 p r8 v 4x4 23 v 2 1 9-0-0 15 14 13 12 27 5x5= 11 5X8= 6x6= 84= 5x8= 3x8 11 4-30 7-9 0 17-0-8 20.4-12 20x1¢2 24_2- -8 43-0 3 6 0 1 9-3-8 3-4 4 5 311-6 Plate Offsets(X,Y)-- 11.0-3-8 Edgel 14.038 Edgel (7.0-5-4 0-2-121 [13:0-&8 0-4-81 [17:0-1-1 0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 1 Vert(LL) -0.37 13-14 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.80 13-14 >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.21 13-14 542 360 Weight:214 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, 7-10:2x6 SP No.2,4-7:2x6 SP DSS except end verticals. BOT CHORD 20 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. 12-15:2x6 SP DSS WEBS T-Brace: 2x4 SP No.2-10-11,9-12,9-11 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 20 SP No.2 (0.131"x3')nails,61n o.c.,with 31n minimum end distance. SLIDER Left 2x6 SP No.2 2-0-0 Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):16,17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1004/0-5-8,11=1005/0-5-8 Max Horz 1=331(LC 12) Max Uplift 1=-212(LC 12),11=-372(LC 9) Max Grav 1=1227(LC 18),11=1255(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-3=11 834/368,3-5=1 523/205,5-6-1237/261,6-7=-487/165,7-8=-1167/326, 8-9=-1132/311 BOT CHORD 1-15=-588/1603,14-15=-590/1607,13-14=-344/1215,12-13=-159/524,11-12=-158/518 WEBS 5-14=01520,13-18=-3931322,8-16=-671/326,6-17=-797/133,16-17=-461/8, 3-14=-638/332,7-16=-145/912,9-12=-325/101,9-11=-1186/364,9-13=-406/1624, 17-18=-404/164 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25tt;B=45ft;L=25ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 13-11-7,Exterior(2)13-11-7 to 18-2-5 zone;cantilever left and right exposed;end vertical left 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)Bottom chord live load(35.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.13-14 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=212,11=372. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1=7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mileks connectors.lhis design Is based only urxbn parameters shown,and Is lot an Individual Wilding component,not a truss system.Before,-r,.the building designer must verify the apr IicabNlN of desktn parameters and properly Inr,,rr rate the deslgn Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and properly damage. For general guidance regarding the I, tabricallm storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMomnaiton avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Aiexcin drkL VA 22314. I Tampa,FL 33610 Job Truss Truss Type • Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578386 J170405 DO1 ROOF SPECIAL 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:50 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-51 HJnE4ZQcgr1 dVSxHvg_4BLuGYDt5ObN09nW3yyr5N 4-6-0 10-10.4 17-7-0 1717-8 4-6-0 6 4-4 6.8-12 0-G-8 Scale=1:53.6 1.5x4 II 5 6 7.00 F12 16 3x5 i 4 3.00 FI2 4x4 3 3x4 15 1 2 10 9 3xa=8 7 3x6 I I 1.5x4 11 4x4= 4-6-0 10-10-4 17-7-0 17 -8 46 0 6 a 4 6-8-12 0- 8 Plate Offsets(X,Y)-- (1:0-3-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.21 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.64 Horz(TL) 0.04 8 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:102 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 7-6-2 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at micipt 4-8,5-8 SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation oldie. REACTIONS. (Ib/size) 1=645/0-5-8,8=652/Mechanical Max Horz 1=358(LC 12) Max Uplift 1=-134(LC 12),8=-334(LC 12) Max Grav 1=645(LC 1),8=680(LC 17) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1468/298,3-4=-719/65 BOT CHORD 1-10=-615/1393,9-10=-618/1391,8-9-289/646 WEBS 3-9=-834/339,4-9=-35/464,4-8=-824/369 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 Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8r 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=134,8=334. WARNING-Verily dedgn perametere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for Use only with Mllek®connectors.This design Is Lx1sed only upon parameters shown,and Is for on individual Wilding component.not a teas system.Before use.the building designer must verify the aL r4Irot:IIIN of design parameters and properly inaxr.rate this design Into the overall bolding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for skffiliity and to prevent cottcipse with possible per"Injury and property damage. For general guidance regarding the fabrication storage,delivery,erectlon and bracing of busses and truss systems,seeANSI/IMl Quality Cdtwla,DSB-09 and BCSI&dkk*Component 6904 Parke East Blvd. Sarely Informallon available from Teas Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oy Ply Riverside Homes/Lot 55 ABCC/JK 711578387 J170405 D02 ROOF SPECIAL 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:612017 Page 1 I D:UNYbbdzvfmlHQQwwKmTy4yz8z5-aEgi?aSBBwohfn4fV?QvW IkXMgvScYalcguK3Vyyr5M 4-6-0 10-10- 17-6-0 4-6-0 6-44-4 6-7-12 Scale=1:52.9 1.5x4 II 5 7.00 F12 15 3x5 I;- 3.00 3.00 12 4x4 3 3x4% 14 1 2 12 13 E13 Io 9 8 76 1.5x4 11 4x4= 3x4— 3x6 11 4-6-0 10.10-4 17-6-0 i 4-6-0 6-4-4 6-7-12 Plate Offsets(X Y)-- [1:0-3-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.21 8-9 >983 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 7 rula 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 4-2-3 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. SLIDER Lett 2x4 SP No.2 1-6-0 WEBS 1 Row at midpt 5-7,4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=640/0-5-8,7=644/Mechanical Max Horz 1=351(LC 12) Max Uplift 1=-1 35(LC 12),7=-324(LC 12) Max Grav 1=640(LC 1),7=671(LC 17) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1456/296,3-4=-702/61 BOT CHORD 1-9=-611/1382,8-9=-614/1379,7-8=-282/627 WEBS 3-8=-840/342,4-8=-36/451,4-7=-795/356 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;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 3-0-0,Interior(1)3-0-0 to 17-3-8 zone;cantilever left and right exposed;end vertical left 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) 1=135,7=324. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 111II-7473 rev-10/03)2015 BEFORE USE. Design valid for use otAy with MiTek®connectors.this design is based only upon parameters shown,and is for an hdlvidual b ulding component,not a truss system.Before use.the b lading designer must verify the applicability of design parameters and property Incrxporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indlMual truss web and/or chard members only.Additional temporary and permanent brachg MiTek' is always recitired for stability and to prevent collapse with poaUle personal Injury and property damage. For general guidance regoiding the fabrication,storage,delivery,erection and bracing of trusses and it=systems,seeANSI/TPII Quality CrMorfa,DSB-89 and BCSI Butitling Componguwgt 6904 Parke East Blvd. Safety Information avalabte from Truss Plate hstilute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qly Ply Riverside Homes/Lot 55 ABCC/JK 711576388 J170405 D03 ROOF SPECIAL 3 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:52 2017 Page 1 I D:U NYbtldzvfm I HQQwwKmTy4yz8z5-2Q04Cw6pyDxYGxer3ix83V Hh?4HSL5VurJetbyyyr5L 2-6-12 46-0 10-10-4 i 17.5.4 1 -0 2-6-12 1-11-4 6-4-4 6-7-0 0-D=12 Scale=1:53.5 1.5x4 II 6 7.00 F12 17 3x5 i 5 3.00 F12 40 3x4% 4 3x4' 3 1612 2 1 I 01 d 11 10 9 87 1.50 11 3x4= 4x4= 3x4= 3x5 11 2-4-0 2- 12� 46-0 L 10-10-417-5-4 1716.0 2-40 0- -21-11-4-4 r 6-4-4 6a-o o -12 Plate Offsets(X Y)-- [1:0-1-12,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.13 B-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 8 Na n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:105 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 20 SP No.2 WEBS 1 Row at midpt 5-8,6-8 SLIDER Left 20 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=751/0-5-8,8=533/Mechanical Max Horz 11=351(LC 12) Max Uplift 11=-237(LC 12),8=-294(LC 12) Max Grav 11=751(LC 1),8=574(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-256/182,3-4=-529/9,4-5=-561/13 BOT CHORD 1-11=-155/255,9-10=-327/740,8-9=-241/528 WEBS 3-11=-670/242,3-10=-127/742,4-10=-308/135,5-9=0/321,5-8=-680/310 NOTES- 1) OTES1)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=24ff;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 11=237,8=294. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MilekG connectors.lhls 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 applicat-41ty of design parameters and property Incorporate this design Into the overall "ding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent tracing j MiTek' Is always required for stability and to prevent collapse with possible persona[hW and prow"damage. For general guidance regarding the . fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIMI Quality Criteria,DSB-89 and SCSI BuBdng Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Sutie 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qfy Ply Riverside Homes/Lot 55 ABCC/JK 711578389 J70405 D04 Roof Special Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:53 2017 Page i ID:UNYbbdzvfmlHQQwwKmTy4yz8z5-WcySPG7RjX3Pu5D1 cQSNbjpy3TeC4Ui24zNR70yyr5K 2-2-0 6-3-8 2-2-0 4.1-8 Scale=1:27.2 1.5x4 11 3 7.00 12 3.00 12 4x4 _ 2 I 3x6, nn 5 7 8 6 �c8_ HTU26 4 3x6 11 HTU26 5x5— 2-2-0 6-3-8 2-2-0 4-1-8 Plate Offsets(),Y)— (5:0-3-8,0-5 121 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 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.00 4 n1a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP Weight:46 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc puffins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 20 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6:2x6 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) 4=1245/0-3-8,6=1081/0-5-8 Max Horz 6=180(LC 5) Max Uplift 4=-420(LC 5),6=-365(LC 8) Max Grav 4=1269(LC 2),6=1081(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1556/50811-6=-1 1713/388 BOT CHORD 4-5=-526/1425 WEBS 2-5=-270!733,2-4=-1508/545,1-5—524/1677 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;save=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=lb) 4=420,6=365. 5)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 2-4-12 from the lett end to 4-4-12 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+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:7=-897(B)8=-990(B) Q 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 v✓Ith Mlieka conr>ectors.this design Is based orgy upon parameters shown,and Is for an individual building component,not o muss system.Before use.the handing designer must verity the applicability of deslan parameters and properly herrn.rate this design Into the overall building design. Racing Indicated Is to prevent buckling of Individual Inas web and/or chord members only. Addlflor"temporary and permanent bracing M!Tek' B always required for stability and to prevent collapse with possible personal"and property damage. for general gu ldcme regarding the fabricatkm,storage,delivery,erection and bracing of trusses and truss systems,see.ANSUIPI I Gratify Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Sdety information available from Trus Plate Institute,218 N.Lee Street Sr4fe 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QYy Ply Riverside Homes/Lot 55 ABCC/JK 711578390 J170405 E01 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:54 2017 Page 1 ID:UNYbtldzvfmlHQQvwvKmTy4yz8z5-_pWgdc73UrBGW EoDA7zc8wM?fts7pvfBld7_fgyyr5J 73-12 7,10r2 14-4-0 21-4-4 29-6-12 _ 3010-@ 36-2-0 3fj-7r8 r 7-3 12 6 6-5-14 7.0.4 8-2-8 1.3-12 5-3-8 015'8 Scale=1:63.0 5x5= 7.00.12 6 i5x5% 22 3.00 12 23 5 3x5 i 7 3x4= 4 24 5x5 4.7% 3 47 8 i 21 r 1 2 I� 1 14 13 12 11 10 9 6x8 11 1.5x4 11 6x6= 3x4= 5x8= 44= 3x6 11 0- 4 7-3-12 7 1 2 14-4-0 21-4-4 2Ss 8 2s s-12 0-10- 3s s a -8 0- 4 7-1 8 6-5-14 7-0 4 4-1-4 4-1-4 3-12 5-6 12 0- -4 Plate Offsets(X,Y)-- [1:0-4-14,Edge],f3:0-2-8,0-3-01,(11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 13-14 >613 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.14 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 20 SP No.2`Except` WEBS T-Brace: 2x4 SP No.2-4-12,5-11 1-13:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 Od WEBS 2x4 SP No.2`Except` (0.131"x3')nails,6in o.c.,with 31n minimum end distance. 8-9:2x6 SP No.2 Brace must cover 90%of web length. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1334/0-3-8,1=1359/0-3-8 Max Horz 1=252(LC11) Max Uplift 9=-480(LC 12),1=488(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3434/1324,3-4=-3097/1211,4-5=-2189/906,5-6=-1 5171'714,6-7=-1545/700, 7-8=-1569/623,8-9=-1280/543 BOT CHORD 1-14=-1260/3272,13-14=-1263/3272,12-13=-1124/2974,11-12=-755/2056, 10-11=49311297 WEBS 4-13=-31/389,4-12=-1043/427,5-12=-169/620,3-13=-347/177,6-11=-536/1233, 5-11=-1365/592,7-10=-277/177,8-10=-453/1291 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=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-7-15,Interior(1)3-7-15 to 25-5-8,Extedor(2)25-5-8 to 29-1-7 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 pat bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--Ib) 9=480,1=488. 6)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE AML74731eV.10113;2015 BEFORE USE. Design valld for use only with Mi IekQ1 connectors.this design Is I xhsed only upon parameters shown,and Is for an lndlvkival building component,not a truss system.Before pus-.the Lwildina designer must verify the owt,1I-441ty of design parameters and properly Incorporate this design Into the overall Mir building design. Bracing Indicated Is to prevent budding of Individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' Is always requled for stability and to prevent collapse with possible personal miry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trLwes and truss systems seeANSVIPII Quality Criteria.DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Miami~available from Truss Plate Insf tt ite,218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578391 J170405 E01A Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:55 2017 Page 1 ID:U NYbtldzvfmlHQQwwKmTy4yz8z5-S?4Cgy8hE8J77ONQkgVrh8v8EHEnYOULXHsYCHyyr51 7-4-2 14-6-0 16-6-0 18-6-0 20-0-6 25-5-8 30-10-10 36-2-0 36-7r8 7-4-2 1 7-1-14 2-0 2-0-0 1-6-6 5 5-2 5-5-2 5 3 6 0 5 8 Scale=1:63.1 6x6= 12 7.00-2 6x6 1.5x4 II 28 5x5 i 11 29 5x5 1.5x4 II 8 13 1.5x4 II 5 3.00 12 4 5x5 4x7 7 2x4 11 5x8 % 3 14 27 2x4 11 11 1 2 II 1^ 20 19 18 17 16 15 6x8 11 ISM 11 4x4= 5x5= 3x8= 4x4= 3x6 11 0-2r4 7-4-2 14-6-0 20-0 6 21 4-4 25 5 8 30-10-10___ i_ _ 36 5 4 3617-8 0- -4 7-1-14 7-1-14 5 6-6 3 14 4-1-4 5-5-2 5 6 10 0- 4 Plate Offsets(X,Y)-- [1:0-4-14,Edge],[3:0-2-8,0-3-01,[18:0-2-8,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.36 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.84 19-20 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.13 15 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:241 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-12:2x6 SP DSS,12-14:2x6 SP No.2,3-11:20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-10 cc bracing. BOT CHORD 2x4 SP 2250F 1.9E`Except* WEBS T-Brace: 2x4 SP No.2-10-17 15-18:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od WEBS 2x4 SP No.2*Except* (0.131"x3')nails,61n o.c.,with 31n minimum end distance. 14-15:2x6 SP No.2 Brace must cover 90%of web length. OTHERS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):7,9 SLIDER Left 2x6 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/Size) 15=1334/0-3-8,1=1359/0-3-8 Max Horz 1=247(LC 11) Max Uplift 15=480(LC 12),1=-488(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3461/1335,3-4=-3044/1186,4-5=-3036/1235,5-8=-299611236,8-11=-3006/1264, 6-7=-305/797,7-9=-297/778,9-10=348/854,10-11=-541/1390,11-12=1433/669, 12-13_1567/705,13-14=-1589/629,14-15=-1279/543 BOT CHORD 1-20=-126813301,19-20=-1272/3301,18-19---1105/2944,17-18=-843/2261, 16-17=-494/1306 WEBS 10-17=-1288/565,6-19=-38/371,4-6=-352/218,3-19=-437/218,12-17=412/980, 13-16=-2581167,14-16=-450/1274,10-18=-42/345I 6-18=-714/279 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=3711;eave=5ft;Cat. II;Exp C;Encl.,GCpj=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-7-15,Interior(1)3-7-15 to 25-5-8,Exterior(2)25-5-8 to 29-1-7 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 15--480,1--488. 6)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an indlAdual building coml-hent,not a trust system.Before use.the building designer must verify the appllo-"(ty of design parameters and property incorrv'rate this desl!.Tn Into thw 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 sicbM0y,and to prevent collapse wtlh possible personal Injury and property damage. Tax general guidance regarding ttre fatxlcatkxt storage,delivery,erection and bracing of trusses and truss systems,seeANSIfINI Quality Criteria,DSS-89 and SCSI Builalng Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Insli ute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job7E'02 uss Truss Type OIy Ply Riverside Homes/Lot 55 ABCC/JK 711578392 J170405 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:56 2017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-wBeb219K?SR_IYycIY05DLRL7hYhHp9Umxc5kjyyr5H 7-10-2 21-4-4 255-8 29-6-12 30-10-8 367-8 7-10-2 13-62 4-14 41-4 3-12' 59-0 Scale=1:63.0 5x5= 7.00 12 6 5x5 3.00 1222 5 23 3x5 7 i 3x4 4 24 5x5 4x7% 3 4x7 I e 21 t �pJ 1 2 f N 1 � 1 C1 14 13 12 11 10 9 6x8 11 1.5x4 1 6x6= 5x5= 3x8= 4x4= 3x6 11 0 24 7-10-2 21-4-4 29-6-12 3010-@ 365-0 3617 8 0-2-4 7-7-14 1382 8.2-8 3 12 5-68 0-2-8 Plate Offsets(X Y)-- [1:0-4-14 Edge],[3:0-2-80.3-01 [12:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.71 13-14 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2014f1-PI2007 Matrix-MSH Weight:208 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2`Except` WEBS T-Brace: 2x4 SP No.2-4-12,5-11 1-13:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 Od WEBS 20 SP No.2*Except* (0.131'x3')nails,bin o.c.,with 3in minimum end distance. 8-9:2x6 SP No.2 Brace must cover 90%of web length. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9--1334/0-5-8,1=135910-3-8 Max Horz 1=252(LC 11) Max Uplift 9=480(LC 12),1=-488(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3-3434/1324,3-4=-3097/1211,4-6=-2195/908,5-6=-1518/714,6-7=-1545f700, 7-8=-1569/623,8-9=-1280/543 BOT CHORD 1-14=-1260/3272,13-14=-1 26313272,12-13=-1124/2974,11-12=-755/2055, 10-11=-49311297 WEBS 4-13=-31/388,4-12=-1038/426,5-12=-170/621,3-13=-347/177,6-11=536/1233, 5-11=-1363/592,7-10=-277/177,8-10=45311291 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=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-7-15,Intedor(1)3-7-15 to 25-5-8,Exterior(2)25-5-8 to 29-1-7 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 pst bottom chord live bad 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) 9--480,1=488. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verity design parameten 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 txised only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the arol,ablilty of design parameters and properly Incorporate this design Into the overall binding design. Bracing Indicated Is to prevent buckling of Indivkiudus truss web and/or chord members only.Additional temporary and permanent tracing MiTek- Is airways required for stability and to prevent collapse with possible personal ropey and property danage. ra general guidance regarding the fabrication,storage,del"erection and bracing of trusses and truss systems,seeANSI/TPll Oudity Criteria,DSB-89 and BCSI Buidng Component 6904 Parke East Blvd. SdNy Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Atexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Vy Ply Riverside Homes/Lot 55 ABCC/JK 711578393 J170405 E03 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:57 2017 Page 1 I D:U NYbtldzvfml HQQwwKmTy4yz8z5-OOCzFdAymmZrN iXo rFXKmZ_hB55EOPOd_bLeG9yyr5G 14-6-0 i 14-6-0 Scale:1/2'=1' 2x4 11 7 2x4 11 6 3.00 F12 2x4 11 14 5 2x4 11 4 2x4 11 d. 3 2x4 I I 2 I 1 _ ad d 3x4 13 12 11 10 9 8 1.5x4 11 1.5x4 1.5x4 1.5x4 11 1 5x4 1.5x4 11 14-6-0 14-6-0 LOADING (pst) SPACING- 2-0-0 CSI. D L. in (hoc) Well 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 0.07 Vert(TL) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 HOrz(TL) 0.00 8 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:69 Ib 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 20 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 REACTIONS. All bearings 14-3-12. (lb)- Max Horz 1=162(LC 9) Max Uplift All uplift 100 Ib or less at joints)1,8,9,10,11,12 except 13=-104(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,8,9,10,11,12,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-256/136 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;save=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)1-5-5 to 4-6-0,Exterior(2)4-6-0 to 14-4-4 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 ANSIfTPI 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8,9,10,11,12 except(jt=1b)13=104. 7)N/A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 b.4ldinp deslgner must verily the appllcablilty of design parameters and properly ln—,rporate this deskln Into the overall btfickV design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hulss systems,seeANSIITPI I Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truax Plate Institute.218 N.lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Lot 55 ABCC/JK --] T11578394 J170405 E04 Monopitch 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:57 2017 Page 1 I D:U NYbfldzvfml HQQwwKmTy4yz8z5-OOCzFdAymmZrNiXorFXKmZ_a25z60Aod_bLeG9M5G 7-5-12 14-11-0 7-5-12 7-5-4 3x4 11 Scale=1:27.5 4 3.00 F12 14 3x4 3 13 3x4 2 1 6 1.5x4 11 5 3x6 11 4x4= 0-2 4 7-5-12 14-11-0 0-2 4 7-3-8 17-5-4 Plate Offsets(X Y)-- (1:0-4 6 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.24 5-6 >744 180 BOLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.03 5 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No.2 I except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-6 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=534/0-3-8,1=559/0-3-8 Max Horz 1=201(LC 11) Max Uplift 5=-232(LC 8),1=-220(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=-1036/426 BOT CHORD 1-6=-506/968,5-6=-506/968 WEBS 3-6=0/296,3-5=-976/463 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8r 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 toad 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=232,1=220. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 taus system.Before use,the building designer must verlty the applk ability of design parameters and property tncrur=rate this de*ln Into the overall building design. Bracing Indicated s to prevent buckling of individual truss web and/or chord members only. Addlltlonal 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 rabrlcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SaWy InrormaXon available from Truss Plate Instihde.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type • Q1V Ply Riverside Homes/Lot 55 ABCC/JK 711578395 I J170405 E05 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:15:58 2017 Page 1 I D:UNYbtldzvtmlHQQwwKmTy4yz8z5-samLTzAaX3hi?s6?Pz2ZImXIoUJLld2nDF5Cocyyr6F 7-5-12 14-11-0 7-5-12 7-5-4 3x4 I I Scale=1:27.5 4 3.00 12 14 3x4 3 13 3x4 2 1 6 1.5x4 11 5 3x6 11 4x4= (k2r4 7-5-12 14-11-0 0=2-4 7-3-8 7-5-4 Plate Offsets(),Y)-- I1:0-4-6,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.24 5-6 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-6 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS, (Ib/size) 5=534/0-3-8,1=559/0-3-8 Max Harz 1=201(LC 11) Max Uplift 5=-232(LC 8),1=-220(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1036/426 BOT CHORD 1-6=-506/968,5-6=-506/968 WEBS 3-6=0/296,3-5=-976/463 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5=232,1=220. sees WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design vdid for use orgy wtlh MITek®connectors.Ihis design is txlsr d only upon parameters shown,and is for an individual building component,not a truss system.Before use.the LrAtding desipner must verify the or--f,*oabNNy of design"ameters and properly incorporate this desktn Into the overall building sign. for ing indicated Is to prevent prevent cd1�b� d of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek Is always resfcdAfiy apse with possible personal hkay and property damage. For general guidance regarding ftre fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TMI QuaNty Criteria,DSB-89 and BCSI BuNdng Component 6904 Parke East Blvd. Sa Wy Intorm~avalable from Truss Plate Insttlule,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q%f Ply Riverside Homes of 55 ABCC/JK 711578396 J170405 G01 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:09 2017 Page 1 I D:U NYbtldzvfm I HQQwwKmTy4yz8z5-2hwVmkJTxS48pYS6Ynl8 F5UZww3Bgi3OlTFHhTyyr54 22-1.8 6-10-40-4 10-11-8 18.4-12 21-5-8 zt�i-4 6-1 1-1d 5.5-4 5-0-12 Par12 0-7-4 4x4 11 Scale=1:50.4 7.00 12 3 3.00 F12 44 13 14 2 5x5 12 9 4 4x4 1 6x8= I 15 of 10 4x10 rt! 5x5 i 8 5 `8 5x5 i 1 7.00 F12 0- 12 N 7 6 11 6x6= 2x4 11 22-1-8 6-10-410-11-6 16-4-12 21-5-8 21,-11ro 6-10-4 4-1r 5.5.4 5-0-12 asa 0-2-8 Plate Offsets(X Y)-- [7:0-4-0.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.20 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.46 8-9 >554 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.51 Horz(TL) 0.58 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:126 Ib 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`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-7:2x8 SP DSS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=788/0-5-8,7--839/0-5-8 Max Horz 11=278(LC 10) Max Uplift 11=-284(LC 12),7=-301(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-742/312,1-2=-1 8991702,2-3=-2531734,3-4=-2561/738,4-5=-1 9941738 BOT CHORD 10-11=-234/288,9-10=-665/2222,8-9=-628/1900,7-8=-319/148 WEBS 1-10=-532/1768,2-10=-1066/399,2-9=0/348,3-9=-577/2259,4-9=-136/712, 4-8=-508/257,5-7=-679/310,5-8=-701/1999 NOTES- 1) OTES1)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=25ff;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-11-8,Extedor(2) 10-11-8 to 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 Ib uplift at joint 11 and 301 Ib uplift at joint 7. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1111.7473 rev.10/03/2015 BEFORE USE. Ex-sign valid for use only with MlTek(D conneclois.Inds design Is tKfsed only upon parameters shown,and Is for an Individual building component.not a tn.as system.Before use.the building designer must verity the rrWicat-41ty of design paaneters and property Incorporate this design Into the overall MI iT "cling design. {racing Indicated Is to prevent bmklinIndividual g of Iivual truss web and/or chord members only. Additional temporary and permanent bracing OW is always requked for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeMS111Pl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Irnsfltule,218 N.Lee Sleet,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type ' Q* Ply Riverside Homes/Lot 55 ABCC/JK 711578397 J170405 G02 Roof Special 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:10 2017 Page 1 I D:UNYbddzvfmlHQQwwKmTy4yz8z5-W uUt_4K6ilC?Ri 116UGNnlOjUKOKZ92Y_7?gEvyyr53 6-10.4 10-11-8 16-3-8 21.11.0 6-10.4 4-1-4 54-0 5-7-8 4x4 I Scale=1:50.4 7.00 FIT 3 3.00 F12 44 12 13. 2 5x5 11 8 4 4x4 1 6x8= i 14 o 9 5x5 5x5 G 7 5 uS 5x5 i 7.00 12 N I 6 10 1.5x4 11 20 11 60-4 10.11 1-8 ?§:4_03-8 21-11-0 NJ 0 4 4 -4 5-7-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.20 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.47 7-8 >550 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.59 6 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:123 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 6-3-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=800/0-5-8,6=800/0-5-8 Max Horz 10=-295(LC 10) Max Uplift 10=-290(LC 12),6=-285(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10---754/348,1-2=-1939/822,2-3=-2610/966,3-4=-2638/968,4-5=-2108/863, 5-6=-779/372 BOT CHORD 9-10=-317/308,8-9=-874/2303,7-8=-809/2001 WEBS 1-9=-649/1807,2-9=-1092/477,2-8=0/373,3-8=-805/2332,4-8=2641716,4-7=-4731268, 5-7=-682/1759 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 3-1-12,Interior(1)3-1-12 to 10-11-8,Exterior(2) 10-11-8 to 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 Ib uplift at joint 10 and 285 lb uplift at joint 6. Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with Milekd connectors.INs design Is Lased only upon parameters shown,and Is for an individual building component not a truss system.Before use.the bulidina deslaner must verity ttw applicability of deskan parameters and properly I nccwp-rate ills design Into the overall _ "c ing design. Bracing Indicated Is to prevent budding of Individual thus web mil/or mord members orgy.Additional temporary and perrnaneni bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcme regarding the iabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l CuaW CrlNxta,DSB-89 and SCSI guiding Component 6904 Parke East Blvd. Safely Infomrallon avdk>ble from Ituss Nate Irnstltute,218 N.Lee Street,Suite 312 Alexandilm VA 22314. Tampa,FL 33610 Job Truss Truss Type O1y Ply Riverside Homes/Lot 55 ABCC/JK 711578398 J170405 G03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:112017 Page 1 I D:UNYbtldzvtmlHQQwwKmTy4yz8z5-_42FBQKkT3Ks2sbVgCrlcKW ZuHkjEIXYhCnkOmLyyr52 6-10-4 10-11-8 10-11-13 16-3-11 21-11-0 6 10-4 4-1-4 0- 5 5 3-13 5-7-5 5x8_ Scale=1:50.3 7 00 12 1.5x4 I I 3x8= 3 12 13 4 14 5 3.00 F12 5x5 2 11 B 4x4 1 6x6= 9 `p 5x5 i 7 5x12 7.00 F12 s 10 3x4= 3x5= 6-104 10-11 8 16311 21-11-0 6-10-4 4-1-4 5 4-3 5-7-5 Plate Offsets(X,Y)-- (3:0-6r4,0-2-41 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 8 >828 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.46 8 >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.59 6 rva n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:139 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. OTHERS 20 SP No.2 WEBS T-Brace: 20 SP No.2-5-6,3-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3')nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=800/0-5-8,6=800/0-5-8 Max Horz 10=400(LC 9) Max Uplift 10=277(LC 12),6=-436(LC 9) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10---754/518,1-2=-2106/1382,2-3=-287211966,3-4=-689/379,4-5=-689/380, 5-6=-760/535 BOT CHORD 9-10=-596/600,8-9=-2040/2870,7-8=-2270/3201 WEBS 1-9=-1193/1907,2-9=-1 147/840,4-7=-351/311,5-7=-662/961,3-8=-2153/3136, 3-7=-2671/1891,2-8=-269/298 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=Aft;Cat. II;Exp C;Encl.,GCpl=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 10-11-8,Exterior(2) 10-11-8 to 15-2-7 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)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)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 Ib uplift at joint 10 and 436 Ib uplift at joint 6. 7)Waring:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev.1aMM15 BEFORE USE. Design valid for use only with MilekG connectors.Itis design Is based only upon parameters shown,and Is for an individual building component,not a toss system.Before rue,tie t Ading designer must verity the applicability of design pxameters and properly Incorr orate this design Into tine overall "cling design. 8rocing Indicated Is to prevent buckling of IndMdual 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 inlay and property da age. for general guidance regrxding the fabrication,storage,delivery,erection and bracing of trusses and toss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Solely Intormatlon avcitabie from Truss Plate Institute.218 N.Lee Street,Smite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578399 J170405 G04 HALF HIP ] 1 Job Reference o fional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:112017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yzBz5-_42FBQKkT3Ks2sbVgCrncKW ZvW IdhiZShCnkOmLyyr52 6-10-4 12-7-13 17-1-11 21-1.1 0 6-10.4 5-9-9 4-5-13 4-9 5 6x6= Scale=1:55.8 1.5x4 II 3x4= 7.00 12 3 4 13 5 i 3.00 F12 5x5% 12 1 2 1 4x4% 11 8 1 6x6= 9 co 5x5 i `S 7 3x8 1 7.00 F12 6 1 10 1.5x4 3x5= 6-10-4 10-11-8 17-1-11 21-11-0 6-10-4 4-1-4 6 2-3 4-9-5 Plate Offsets(X,Y)-- f3:0-3-0,0-1-121,[6:0-2-0,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.20 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.36 7-8 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.45 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:147 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,3-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,Wth 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/Size) 10=800/0-5-8,6--800/0-5-8 Max Horz 10=344(LC 12) Max Uplift 10=-209(LC 12),6=-391(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-753/436,1-2=-1947/1125,2-3=-2525/1449,3-4=-470/262,4-5=-470/262, 5-6=-769/458 BOT CHORD 9-10=-397/360,8-9=-1543/2384,7-8=-792/1250 WEBS 1-9=-945/1817,2-9=-1102/676,3-8=-1310/2179,3-7=1120/736,4-7=-280/238, 5-7=-452/813 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. Il;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 12-7-13,Extedor(2) 12-7-13 to 17-1-11 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS 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 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)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint 10 and 391 Ib uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. AJ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITekQn connectors.This design Is Lased only upon pmometers shown,and Is for an individual[wilding component not d husssystam.Before use.the building designer must verityih?appllc<ilYIN of design parameters and properly hoar(vxate this design Into the overall building design. 8ractig trxAcated is to prevent buckling of Individual truss web and/or chord members only. Addtlonal 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 fabrk:alk)n,storage,delivery,erection and bracing of trusses and taus systems,seeANN/TP1I QLx ty Criteria,DSB-89 and BCSI BuYding Component 6904 Parke East Blvd. Safety Information avalable from Taus Plate InslfMe,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Tnlss Type • Oy Ply Riverside Homes/Lot 55 ABCC/JK T11578400 A 70405 G05 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:12 2017 Page 1 I D:UNYbtidzvfml HQQwwKmTy4yz8z5-SGeePmLMENSjg?AhEvlrg64772e1?MrRRUxloyyr5I 6 10-4 10 11-8 ____14-7-13 21-11-0 6-10 4 41-4 3 8 5 7-3-3 5x5= Scale=1:62.7 3x4= 7.00 12 4 13 5 6x6 i 3 12 3.00 /2 44 I 2 4x4 11 8 1 6x6= 9 7 °9 5x5 i 4x10 rb 7.00 F12 I 6 10 2.4= 3x5= 6-104 1011 8 747-13 21-11-0 6-104 4-1-4 3-8 5 7-3-3 Plate Offsets(X,Y)— I4:0-2-8,0-2-11 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.25 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.41 8-9 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.52 6 rUa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:146 Ib 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 4-8-3 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,3-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=800/0-5-8,6=800/0-5-8 Max Horz 10=392(LC 12) Max Uplift 10=-1 87(LC 12),6=388(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-755/43611-2=-1961/1108,2-3=-2628/1516,3-4=-740/381,4-5=-636/381, 5-6=-744/488 BOT CHORD 9-10=-454/417,8-9=-1577/2514,7-8=-1565/2560 WEBS 1-9=-927/1814,2-9=-1 087/662,2-8=-1 18/291,3-8=-1568/2608,3-7=-2423/1481, 5-7=-511/854 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-7-13,Extedor(2) 14-7-13 to 18-10-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces A 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)Bearing at joint(s)10,6 considers parallel to grain value using ANSI(rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 187 Ib uplift at joint 10 and 388 Ib uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A&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 MITek6 connectors.This design is txised only upon parameters shown,and Is for an individual building component not a truss system.Before use.tho t..ildkng designer must vedfy the^,N•-ar4lty of design parameters and properly Incorporate this design Into the overall "ding design. Wacing Indicated Is to prevent buckling of Individual al truss web c"of chord members only.Additional temporary and permanent bracing MiTek' Is always required for sickAlify and to prevent collapse with possble personal t>Juy and property darnage. For general guidance regadng the falxicatkxn,storage,defhlery,erectkxn and broc Q of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Bulldnp Component 6904 Parke East Blvd. Satety Int avW ible from Truss Plate Institute.218 N.Lee Street Suite 312,Atexadda,VA 22314. Tampa,FL 33610 Job Truss Truss Type CAV Ply Riverside Homes/Lot 55 ABCC/JK Ti 1578401 J170405 G06 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:13 2017 Page 1 I D:UNYbtldzvfml HQQwwKmTy4yz8z5-wTAOc6M_?gaa191tncp4PxeEhXO3mQq_g5DVgEyyr50 6-10-4 10-11-816-7-13 21-11-0 6-10-4 4-1-4 5-8-5 5-3-3 4x4= Scale=1:69.4 3x4= 4 13 14 5 7.00 12 6x6 0� 12 3 3.00-12 4x4 2 4x4% 11 8 J 1 6x6= 9 5x5 7 5x12 7.001 12 6 10 2x4= 3x5= 6-10-4 10-17-8 16-7-13 21-11-0 6-10-4 4-1-4 5-8-5 5-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) WWI L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.30 8 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.47 8 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.61 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:156 Ib 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 4-7-6 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP N0.2-5-6,3-7,4-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=800/0-5-8,6=800/0-5-8 Max Horz 10=440(LC 12) Max Uplift 10=-163(LC 12),6=-412(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-754/43311-2=-2012/1094,2-3=-2782/1524,3-4=-504/194,4-5=-401/234, 5-6=-765/504 BOT CHORD 9-10=-509/473,8-9=-1614/2632,7-8=-1635/2777 WEBS 1-9=-913/1816,2-9=-1089/651,2-8=-143/381,3-8=-1614/2818,3-7=-2753/1623, 5-7=-468/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-7-13,Extedor(2) 16-7-13 to 20-10-12 zone;cantilever left and right exposed;end vertical left 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)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 Ib uplift at joint 10 and 412 Ib uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MA-7473 rev.IM3,2015 BEFORE USE. W. Design valid for use only with MITekm connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building desklnner must verify the applica"Ity of design parameters and properly kn^orporate this design Into ttw overall building ing design. Bracing Indicated is to prevent buckling of Individual truss web mrd/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. Lor general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component6904 Parke East Blvd. Sorely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrka,VA 22314._- -_-- -- -Tampa,FL 33610 Job Truss Truss Type . Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578402 J170405 G07 Common Supported Gable 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:14 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-OfjOpRNcm_iRvJK3LKKJy8BaQxuaV3o8vlz2Ngyyr5? 10-11-8 22-1.8 23-9-8 10-11-8 11-2-0 i 0 5x5= Scale:1/4'=1' 7 I 2x4 1' 2x4 1' 6 8 7.00 F12 2x4 II 2x4 II 5 9 2x4 11 2x4 11 4 10 2x4 II 2x4 II 3 11 20 11 2x4 I I 2x4 11 2x4 11 2 12 13 i I^ 26 25 24 23 22 21 20 19 18 17 16 15 14 5x5= 22-1-8 22-1-8 Plate Offsets(X,Y)-- [24:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a rl/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.16 HOrz(TL) -0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:157 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 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. OTHERS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-11-4. (lb)- Max Horz 26=-223(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)21,22,23,24,19,18,17,16 except 26=-183(LC 10),14=-109(LC 11),25=-122(LC 9),15=-102(LC 12) Max Grav All reactions 250 Ib or less at joint(s)26,14,20,21,22,23,24,25, 19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-245/289,7-8=-245/289 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=25tt;B=45ft;L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 2-11-8,Exterior(2)2-11-8 to 10-11-8,Comer(3) 10-11-8 to 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 ANSIfTPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21,22,23,24,19, 18,17,16 except(jt=1b)26=183,14=109,25=122,15=102. 10)Non Standard bearing condition. Review required. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design vdid for use only with MITekO connectors.1Ns design Is Lxised only upon parameters shown,and Is for an Individual building connponent,rat a truss system.Before use.the LUIdirng designer must verify the•-,"Aca"Ity of design parameters and property Incorporate this design Into the overall Ir llc&V design. Bracing Indicated B to prevent bucWing of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slablitiy and to prevent collapse with possible per"knAiry card property danage. For genefol guidance regardng the fobricallon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Guaft Criteria,DSB-89 and BCSI BuMdny Component 6904 Parke East Blvd. Shcety IrNormatim avaYcble from Tess Plate Instlfule,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Riverside Homes/Lot 55 ABCC/JK T11578403 J170405 H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:16 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-L2r8E70siby89dUSTINn1 ZGoblNCzzNQM2S9QZyyr4z 37-12 7-0-0 11-7-0 14-11-4 18-7-0 37-12 3-4-4 47-0 344 I 37-12 Scale=1:32.8 $x5= 4x7= 4 19 5 7.00 F12 1.50 1.5x4 G 3 6 m 0 d 3x5 i 3x5 7 2 1 8 I'ld Z I UXJ 2010 21 9 22 3x8 I I 3x8— 3x4— 3x6 I I 7-0-0 11-7-0 + 16-7-0 7-0-0 — 47-0 7-0-0 Plate Offsets QX Y)-- [1:0-3-A,0-0-11,[4:0-2-8,0-2-11,[5:0-5-4.D-2-41,[8:0-5-3,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.17 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except' TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins. 4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 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 1-6-0,Right 2x4 SP No.2 1-0-0 Installation guide. REACTIONS. (Ib/size) 1=1559/0-5-8,8=1559/0-5-8 Max Horz 1=-116(LC 6) Max Uplift 1=-839(LC 8),8=-839(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2363/1345,3-4=-2327/1369,4-5=-2023/1242,5-6=-2326/1368,6-8=-2363/1345 BOT CHORD 1-10=-1049/1922,9-10=-107312021,8-9=-1049/1922 WEBS 3-10=-309/339,4-10=-265/676,5-9=-265/676,6-9=309/338 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=24ff;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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=839,8=839. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)347 Ib down and 411 Ib up at 7-0-0,and 155 Ib down and 159 Ib up at 9-3-8,and 347 Ib down and 411 Ib up at 11-7-0 on top chord,and 258 Ib down and 172 Ib up at 6-9-14,328 Ib down and 204 Ib up at 7-2-2,87 Ib down and 28 Ib up at 9-3-8,and 328 Ib down and 204 Ib up at 11-4-2,and 258 Ib down and 172 Ib up at 11-9-2 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-8---54,11-15=-20 Concentrated Loads(lb) Vert:4=-197(B)5-197(B)10=328(8)9=-328(8)19=-114(B)20=-258(B)21=-63(B)22=258(131) N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Milei(V conn fors.TNs design is bases/only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the appik--ab9lty of design parameters and property incorporate it*design Into the overall T briding design. Bracing Indk:ated Is to prevent buckling of srdlvidual truss web and/or chord members only.Additional temporary and permanent bracing MlLlek• Is always required for stability aux]to prevent collapse with possible personal trlf/y and property damage. For general gricknce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss system&seeANSI/TPI l QLK91y Cdferta,DSB-89 and BCSI BuMdng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • O!y Ply Riverside Homes/Lot 55 ABCC/JK 711578404 J170405 H02 Hip 1 1 Job Reference o clonal Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:16 2017 Page 1 ID:UNYbBdzvfmlHQQwwKmTy4yz8z5-L2r8E70siby89dUSTINn1 ZGUUVUz_xQM2S9QZyyr4z 9-7-0 4-9$ 9-0-0 9 3 13.9.8 18-7-0 4-9-B 4-2-8 -34 4-2-8 4-9-8 5z 8 Scale=1:38.8 4 7.00 F12 1.5x4\\ 1.5x4 3 19 205 18 21 � 3x4 2i 3x4 6 1 7 la 9 8 3x6 11 3x4= 3x4= 3x6 11 6-3-89 0 0 (d 7-q 123-8 _, 18-7-0 6-3-8 2 8 8 7- 2 8 8 6-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.27 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.11 8-9 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(fL) 0.03 7 Na n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:93 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc puffins. 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 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=688/0-5-8,788/0-5-8 Max Horz 1=151(LC 11) Max Uplift 1=-247(LC 12),7=-247(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-942/409,3-4=-933/440,4-5=-933/440,5-7=-943/409 BOT CHORD 1-9=-281!781,8-9=-127/553,7-8=-276/765 WEBS 4-9=-152/370,4-8=-152/370 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 Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-8,Exterior(2)9-3-8 to 13-6-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=247,7=247. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.laV3)2015 BEFORE USE. Design valid for use only with MI1ekb connectors.this design Is based only uf->n parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicat-Nity of design parameters and properly W=rrr-xate this desion Into the overall "cling design. Bracing Widicated Is to prevent buckling of In dIviduar truss web arca/or chord members only. Adtb dr"temporaryand permanent brocing M iTe k_ is always required for stability and to prevent collapse with possible personal trtfuay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMSI/M I Quality Criteria,DSB-89 and BCSI BuBdng Component 6904 Parke East Blvd. SduNy Information avdable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578405 J170405 H03 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul/2 10:16:17 2017 Page i ID:UNYbtldzvfmIHQQwwKmTy4yz8z5-pEPXSTPV3v4?mn3eOSu Oanp3d8rjiRCabiBiy?yyr4y 4-9-8 9-3-8 13-9-8 _18-7-0 49 8 4-6-0 4-6-0 4-9-8 5x5= Scale=1:38.6 4 7.00 F12 19 20 1.5x4\\ 1.5x4 3 5 18 21 3x4 G 2 3x4 6 1 7 IC" 9 8 3x6 1' 3x4= 3x4= 3x6 11 6-3-8 12-3-8 18-7-0 6-3-8 6-0.0 6.3-8 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.11 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:93 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 1=688/0-5-8,7=688/0-5-8 Max Horz 1=-154(LC 10) Max Uplift 1=-247(LC 12),7=-247(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-943/402,3-4=-936/435,4-5=-936/435,5-7=-943/402 BOT CHORD 1-9=-266!783,8-9=-115/545,7-6=-266/765 WEBS 4-8=-151/383,5-8=-253/193,4-9=-1 51/383,3-9=-253/193 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=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 9-3-8,Exterior(2)9-3-8 to 12-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=247,7=247. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10Nd2015 BEFORE USE. Design valld for use only with MITekU connectors.This design is base.d only upon parameters shown,and is for an individual building component,not a tn-r,,system.Before use.the building designer must verify the a--til^a t-Ify of design"cimeters and properly Incorporate this design Into the overall building design. Listing Indicated is to prevent buckling of in diva dual truss web andlor c"d members only. Additional temporary and pennorl9nt brachg MiTek' Is dways reclulred for stobllty and to prevent collapse with possible personal"and property damage. For generci gukdarce regac*V the . tcbricatIon.storage-delivery,erection and bracing of trusses cnd truss systems-seeANSt7TP1,Quall Crlterla,DSB-89 and SCSI BuYd6904 Parke East Blvd ng Component Tampa,Parke 33610 Sdety InformaBon avcdcble from TnAs Plate Institute,218 N.Lee Street.SUfte 312,Alexandrta.VA 22314. Job Truss Truss Type W Ply Riverside Homes/Lot 55 ABCC/JK T11578406 J170405 H04 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:18 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-HQzvfpQ7gDCsOweraAPF6_MFtYB?Rg5jpMxFVRyyr4x 4-9-8 9.3-8 13-9-8 17-5-0 4-9 8 4-6-0 4-6-0 --- 3 7-8 5x5= Scale=1:38.7 4 7.00 12 15 16 1.5x4\\ 4x4 3 5 17 91 14 3x4 1.5x4 II 2 6 1 _ 9 8 3x4= 3x4= 7 3x6 11 3x4= 6-3-89-3-8 12-3 8 17-5-0 r 6-3-8 3-0-0 3 0.0 1 5-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in eoc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.27 Horz(TL) 0.02 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:95 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 1=639/0-5-8,739/0-3-8 Max Horz 1=187(LC11) Max Uplift 1=-230(LC 12),7=230(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-859/371,3-4=-853/405,4-5=-772/364 BOT CHORD 1-9=-302f732,8-9=-148/468,7-8=-244/587 WEBS 5-7=-729/294,4-9=-153t393,3-9=-261/195 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=oft;Cat. Il;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-8,Extefior(2)9-3-8 to 12-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=230,7=230. Aj WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wilh MITek6 conneclors.This design Is based only upon parameters shown.and Is for an individual building comjr anent,not i a fruss system.Before use,the bolding designer must verity the app"a."y of design parameters and properly kM!xporate rlfs deson Into itw overall building design. Wacing Indicated is to prevent bucalng of kxAvkfual truss web and/or chord members only.Additional temporary and penrianeni bracing MiTek' is always required for sktAlty and to prevent collapse with possUe personal t>hxy and property damage. For general guidance regarding the fabdcolbn,storage,delivery erection and bracNlg of trusses and truss systems,seeANS1/TPN Gully Crlbria,DSB-89 and SCSI BuNdng Component 6904 Parke East Blvd. Sa Wy IMormadon avalldtle from Truss Plate Institute,218 N.Lee Sheet,Sure 312,Alexandra.VA 22314. i Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578407 J170405 H05 Halt Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:19 2017 Page 1 ID:UNYbtldzvtmlHQQwwKmTy4yz8z5-IdXHt9RlbW Kj04D 18twUfCuH2yVtAGwt2Ogp 1 uyyr4w 1 8-0 4-9-89-38 10 5 14, 17-5-0 1-8-0 49-8 460 1-2 6 6-11-2 3x5= Scale=1:40.2 3x8= 5 13 14 6 30 i 4 i i 7.00 12 12 1.5x4\\ 3 i 11 2 �1 9 8 10 3x4= 3x4= 7 5x8 II 20 II 4-9-86-3-8 10-5-14 123-8 17-5-0 4-9-8 1�-0 42-6 1-9-10 5.1-8 Plate Offsets()(,Y)-- [2:0-1-0,0-1-121,f5:0-2-8,0-2-11,[10:0-0-0,0-1-121 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.12 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(fL) 0.02 7 rda n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:103 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=62810-3-8,10=741/0-5-8 Max Horz 10=350(LC 9) Max Uplift 7=-320(LC 9),10=-323(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8261330,3-4=-785/360,4-5=-433/307,5-6=-432/273,6-7=-587/379, 2-10=-661/395 BOT CHORD 9-10=-552/897,8-9=426/625 WEBS 3-9=-278/164,4-9=1201398,4-8=-385/321,6-8=-298/562 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--451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-8-14 to 1-3-2,Interior(1)1-3-2 to 10-5-14,Extefior(2) 10-5-14 to 14-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=1b) 7=320,10=323. Q WARNING-Vogy d*Wgn peremebrt and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M&7473 rev.10,V3/2015 BEFORE USE. Design valid for use only with MfTekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the t ullding designer must verity the xVlo�tiAlty of design parameters and properly Wx rl--wite this design Into the overall building design. bracing indicated Is to prevent buckMd li g of IrK ual truss web and/or chard members only. Adcltfonal temporary and permanent bractng MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damcge. for general grddcnce regarding the fabricatim storage,del".erection and bracing of trusses and truss systems,seeANSI/1PII[duality Criteria,DSB-89 and 8CSI Bulling Component 6904 Parke East Blvd. Safety information avalable from Truss Plate institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type W Ply Riverside Homes/Lot 55 ABCC/JK 711578408 J170405 H06 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:20 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-Dp5f4VRNMgSadEnDiaRjBPRW FMs7vhdOHgQMZKyyr4v 4-9-8 9.3-8 12-514 17-5-0 49 8 4-6-0 3 2-6 4-11-2 4x4= Scale=1:46.9 3x4= 5 16 176 T 3x4 i 7.00 FIT 4 15 1.5x4\\ ck 3 3x4 i 14 2 1 d 9 8 18 1.5x4 117 3x4= 3x8= 3x6 II 6.3-8 12-3-812�i�14 17-5-0 1 6-3-8 6-0-0 0- -6 4-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.10 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 7 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:116 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-1 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 WEBS T-Brace: 1x4 SPF Stud-6-7 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=639/0-5-8,7--639/0-3-8 Max Horz 1=300(LC 12) Max Uplift 1=-1 58(LC 12),7=-301(LC 12) Max Grav 1=639(LC 1),7=689(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-857/238,34=-771/272,4-5=-386/155,5-6=-308/168,6-7=-603/377 BOT CHORD 1-9=-451/838,8-9=-302/539 WEBS 3-9=-263/199,4-9=-1661406,4-8=-470/267,6-8=-322/594 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 Extedor(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 12-5-14,Exterior(2)12-5-14 to 16-8-12 zone;cantilever left and right exposed;end vertical left 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=158,7=301. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.10,M2015 BEFORE USE Design valid for use only with MITek®connectors.lrgs 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 aprdicat Alty of design paameters and properly Inc orrxxate this deslan 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 requked for sld'ritty cid to prevent collapse with possbie personal"and property damage. For general gudance regadkng the fabrication,storage,delivery,erection and txcr-kV of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI BuNdIng Component 6904 Parke East Blvd. Sal14ft information available from Truss Plate Institute,218 N.Lee street,Sate 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qrj Ply Riverside Homes/Lot 55 ABCC/JK T11578409 J170405 H07 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:212017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-h?e1 IrS?78aRFOMQFlyykd_kSmCSGA39W K9w5myyr4u 4-&8 9-3-814-514 17-5-0 4-9 8 4-EO 5 2-6 5x5= Scale=1:53.4 1.5x4 11 5 6 7.00 F12 3x4 16 4 i 1.50\\ 3 1 15 3x4 2 1 10 9 8 17 18 7 3x4= 3x4= 5x5= 3x6 1'. 2-2-0 6 3 8 F 12-3-8 1 17-5-0 2-2-0 4-1 8 6.0: 0 0 5-1-8 Plate Offsets(X Y)— [5:0-2-8,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(I-) -0.10 8-9 >999 180 BCLL. 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:121 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-7,5-7 SLIDER Left 2x4 SP No.2 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 1=594/2-5-8,7--63210-3-8,10--52/0-3-8 Max Horz 1=347(LC 12) Max Uplift 1=-108(LC 12),7=-320(LC 12),10=-31(LC 12) Max Grav 1=594(LC 1),7=704(LC 17),10=96(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-824/164,3-4-7361198,4-5=-426/127 BOT CHORD 1-10=-434/811,9-10=-434/811,8-9=-305/561 WEBS 4-9=-137/330,4-8=-507/303,5-8=-242/597,5-7=-633/370 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)and C-C Extedor(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 14-5-14,Exterior(2)14-5-14 to 17-3-4 zone;cantilever left and right exposed;end vertical left 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 pst 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)10 except(jt=1b) 1=108,7=320. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED 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 In nrporate tht desom into the overall building design. orating irdicated Is to prevent buckling of tndivdual truss web and/or chord members orgy. Additional temporary and permanent bracing MiTek' Is always required for stat4lBy and to prevent collapse w9h possible personal tnJrry and property damage. For general guidance regarding ttre fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.AN51/TPI t Quality Critarla,DSO-89 and SCSI NuNdiny Component 6804 Parke East Blvd. Sataty INormation availat>te from Truss Plate InsBturfe.218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 55 ABCC/JK T11578410 J170405 H08 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:22 2017 Page 1 I D:UNYbtdzvfmlHQQwwKmTy4yzBz5-ABCQVBTdtRiltYxcp?UBHgW n19TNN WvJk_vTeCyyr4t 153-0 5.10.4 9-9.7 0-e 14-0-0 1 14 5-10-4 3-11-3 -10-1 3-3-10 0 -4 0-11-2 4x7 Scale=1:61.6 = 3x4 1 4 5 3x6= 7.00 12 3 11 3x6- 4x7 II) 2 3x8I fI I 12 5x5 i 1 9 8 7 6 4x4 11 px= 7x10 MT20HS= 5-10 4 14-M 3x3rw-0, ;:1 10.4 8-1-12 1-5-0 Plate Offsets(X,Y)- 14:0.3-8,0-3-71,f6:Edge,0-4-41 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 44 20.0 Plate Grip DOL 1.25 TG 0.78 Vert(LL) 0.28 8 >6240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.59 7-8 >307 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 6 rVa n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MSH Attic -0.14 7-8 674 360 Weight:137 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 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. 3-11:2x4 SP 225OF 1.9E WEBS 1 Row at midpt 5-6 OTHERS 2x4 SP No.2 T-Brace: 2x4 SP No.2-6-10 Fasten(2X) T and I braces to narrow edge of web with t Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 6=665/0-3-8,9-617/0-5-8 Max Horz 9=488(LC 9) Max Uplift 6=-227(LC 9),9=-139(LC 12) Max Grav 6=1003(LC 18),9=736(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-718/112,2-3=-551/242,6-1 1=-231/401,1-9=-607/160 BOT CHORD 8-9=-770/894,7-8=-289/528,6-7=-268/469 WEBS 2-8=-244/292,7-10=-546/1920,310=-645/402,10-11=-372/344,1-8=-379/498, 6-10=-2533/1100 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-5-14,Extedor(2) 14-5-14 to 15-3-4 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load rlonconcurrent 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)Bottom chord live load(35.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.7-8 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 6=227,9=139. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)Attic room checked for U360 deflection. A&WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MIT00 connectors.This d"Un is bused only upon parameters shown,and Is for an indiOduol building comIxxlent,not a truss system.Before use.the building designer must verify the arOlcablity of design parameters and ru-perly incorrvr�A-",desl In into the overall building design. wocing Indicated is to prevent bucwing of uwwidual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' is always required far stability and to prevent collapse with possible personal Injury and property damage. For general guk at-,ce regarding the fabrication,storage.delivery,erection andbracing of trusses and truss systems ral seeANSVTPI I Qtty Criteria,DSB-09 and SCSI Bnent Building Compo6904 Parke East Blvd. i Safety Information available from Truss Plate"flute.218 N.Lee Street,Suite 312.AlexandAa.VA 22314. 1 Tampa,FL 33610 Job Truss Truss Type a city Ply Riverside Homes/Lot 55 ABCC/JK 711578411 J170405 H09 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:23 2017 Page 1 I D:UNYbfldzvfmlHQQwwKmTy4yz8z5-eOmoiW UFeig9UiWoNj?Qp23ysZpc6?hSzeeOAfyyr4s 5-t0-49-9-7 10.8 14.0-0 15-5.0, 5-10-4 3-11-3 0-10-15 3-3-10 1-5-0 Scale=1:59.8 4 3x6 3x6= 7.00 12 3 10 3x6 6x6 11 3x6 11 2 N 11 4 n 5x5 1 7-10-4 8 7 6 5 4x4 I 6x6= 7x10 MT20HS= 3x10 11 t10-4 14-0-0 15-5.0 1x4 8-1-12 51 0 Plate Offsets()IY)-- (5:Edge,0-4-41 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 0.79 Vert(LL) -0.28 7 >645 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.59 6-7 >307 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.14 6-7 674 360 Weight:138 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 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. 3-10:20 SP 225OF 1.9E WEBS 1 Row at midpt 4-5.5-9 JOINTS 1 Brace at Jt(s):9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS. (Ib/Size) 5=665/0-3-8,8=617/0-5-8 Max Horz 8=509(LC 9) Max Uplift 5=-222(LC 9),8=-136(LC 12) Max Grav 5=1016(LC 18),8=747(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-733/114,2-3=-567/243,5-10=219/372,4-10=-252/192,1-8=-618/162 BOT CHORD 7-8=-778/925,6-7=-281/532,5-6=-261/473 WEBS 2-7=-242/279,6-9=-524/1922,3-9=-645/404,9-10=-372/346,1-7=-407/515, 5-9=-2536/1047 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;save=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-3-4 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bottom chord live load(35.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.6-7 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5--222,8=136. 7)Attic room checked for L/360 deflection. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/7302015 BEFORE USE. Design vdid for use only with Mitek6g connectors.This design is baud only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicl bility of desim"arneters and properly Incorporate this deskin Into the overall building design. Bracing kndcated Is to prevent buckling of I ndNkiud Additional buss web and/or chord members only. Additnal temporary and permanent bracing M iTe k_ Is always required for skit ABY and to prevent collapse with possible personal I nftry and property damage. For general guidance recgardinn the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSVTVI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlomnanon avallable from Inas Plate Insltlute,218 N.Lee Street,suite 312 Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK 711578412 IJ170405 J01 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:24 2017 Page 1 I D:UNYbtldzvimlHQQwwKmTy4yz8z5-6aKAWSVUP3zO6r5_XQW fMFcJrzKVrckcClOai5yyr4r 1-0-0 1-0-0 3.00 F12 Scale=1:7.6 2 1 � r t � 6 6 3 3x4= 1-1 1-0-0 1-1 0-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TGDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. 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=37/0-3-8,2=20/Mechanicai,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=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and fight 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 psi 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1 aN3W 15 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 Nil' a truss system.Before use.the N_IIdIna designer must verify the appllca Ity of design parameters and properly Incorpcuate this desktn Into the overall building design. Bracing Indicated Is to prevent buckling of IndtMuai truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is atways required for stability and to prevent collapse wSh possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,deltvery,erection and tracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSR-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Tess Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type @fy Ply Riverside Homes/Lot 55 ABCC/JK T11578413 J170405 J02 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:24 2017 Page 1 I D:UNYbtldzvfml HQQwwKmTy4yz8z5-6aKAwsVuP3zO6r5_xQW fMFcIS7,JGrckcClOai5yyr4r 3-0-0 3-0-0 Scale=1:10.1 3.00 FIT 3 3x4 s 2 1 cc 4. Ll 1 4 3x5 11 1-1 3-0-0 1-1 2-10-4 Plate Offsets(x,Y)-- (1:0-3-6,0-0-31 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) -0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-9 >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-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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x4 SP No.2 1-6-0 REACTIONS. (Ib/size) 3=64/Mechanical,4=32/Mechanical,1=121/0-3-8 Max Harz 1_33(LC 8) Max Uplift 3=-46(LC 8),4=-4(LC 8),1=-40(LC 8) Max Grav 3=64(LC 1),4=45(LC 3),1=121(LC 1) 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=25tt;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. 0 WARNING-Vedly 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 AC connectors.This design is based only upon parameters shown,and is for an individual building component,not a fruss system.Before use.the building designer must verity the r-T01cabnty of design parameters and properly lncnT"�Irate ft-design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Adational temporary and permanent bracing M iTe k Is always required to sfabdity and to prevent collapse%M posstAe 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 Bad. Safety IMomwllon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578414 J170405 J03 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:25 2017 Page 1 ID:U NYbtldzvfmlHQQwwKmTy4yzBz5-amuY7CV W AM5tk?gBU81 uuT8LMNZTa3_IQy77EXyyr4q L 6-9-0 6-9-0 Scale=1:14.6 3 3.00 F12 10 9 3x4::r- 2 2 a v N O 1 N 4 3x6 11 6-9-0 6-7-4 Plate Offsets(X,Y)-- (1:0-4-6,0-0-3) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.12 4-7 >661 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vett(TL) -0.25 4-7 >321 180 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:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 REACTIONS. (Ib/size) 3=162/Mechanical,4=85/Mechanical,1=247/0-3-8 Max Horz 1=75(LC 8) Max Uplift 3=-109(LC 8),4=-7(LC 8),1=-88(LC 8) Max Grav 3=162(LC 1),4=119(LC3),1=247(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-349/31 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ff;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-4 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 20.0psf 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 beating plate capable of withstanding 100 Ib uplift at joint(s)4,1 except(jt=lb) 3=109. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design vaiki for use only with Mllekb 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 opplicoLAI y o:design:pmameters and properly Incorr.rate fhk design Into the overall building design. Bracing indicated Is to prevent buckling of Individual muss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability arxt to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication storage,dellvery,erection and bracing of tnlsses and taus systems,seeMSI/iM 1 Quality Cdtwla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormallon available from Truss Plate Institute.218 N.Lee Sheet Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK T11578415 J170405 J04 Comer Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:26 2017 Page 1 I D:UNYbddzvfmlHQQwwKmTy4yz6z5-2zSwLYW 8xgDkL9FN2rY7Rghf?n?dJ W Dvfcthn_yyr4p 1-0-0 1-0-0 700 F12 Scale 1:9.8 z 1 v cc 3 4 3x8 I i 1-0-0 1-0 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=38(LC 12) Max Uplift 2=-27(LC 12),3=-10(LC 12) Max Grav 4=31(LC 1),2=27(LC 17),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 Exterlor(2)zone;cantilever lett 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)2,3. V WARNING-Verity 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 desionwr must verify the aM41cabAlty of design parameters and properly Incorporate this-lesion Into the overall building design. Bracing Indicated is to prevent buciding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for sia Ity and to prevent collapse YAM possible personal InW and property damage. For general guidance ce regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I QAKft Criteria,DSB-89 and SCSI Sullding Compononf 6904 Parke East Blvd. SaWy Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandriaa,VA 22314. Tempa,FL 33610 Job Truss Truss Type • QISr Ply Riverside Homes/Lot 55 ABCC/JK T11578416 J170405 J04A Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:26 2017 Page 1 I D:UNYbtldzvfml HQQwwKmTy4yz8z5-2zSwLYW 8xgDkL9FN2rY7Rghf?n?dJ W Dvfcthn_yyr4p 1-0-0 1-60 7.00 F12 2 Scale=1:9.8 r 1 oilm v V o 3 4 3x8 11 � 11-ON-0.0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR Weight:4lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Harz 4=38(LC 12) Max Uplift 2=27(LC 12),3=-1 O(LC 12) Max Grav 4=31(LC 1),2=27(LC 17),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=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 Extedor(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 lb uplift at joint(s)2,3. 0 WARNMQ-Verily design paramate and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,111-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MITek®connectors.This design is Lxised only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify th--,rKAI jblity of design parameters and properly Incorporate this desinn into the overall builalng deslgn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek Is always required to#stability and to prevent collapse with possible personal hfray and property damage. For general guidance regarding ttw fabdcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/M I Quality Criteria.OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihde,218 N.Lee Street Suite 312.Mexcndrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK 711578417 J170405 J06 Comer Jack 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:27 2017 Page 1 I D:UNYbtldzvfmlHQQwwKmTy4yz8z5-W 90JYu1Xmi_LbzJgZcZ3M_uDoyAKL2zT2uTGcEJQyyr4o 3-0-0 3-0-0 Scale=1:15.7 2 7.0X) 12 1 pr N 1 N • I t 3 4 3x8 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n1a n/a BCDL 10.0 Code FBC2014/TP12007 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. (Ib/size) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=85(LC 12) Max Uplift 4=-2(LC 12),2=-65(LC 12),3=-7(LC 12) Max Grav 4=103(LC 1),2=78(LC 17),3=53(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 m:16031015 BEFORE USE. Design valld for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an IndlNdual building component not a truss system.Before use.the building designer must verify the aWiratAlty of design parameters and property Incorporate this deslgn Into the overall building design. Bracing Indicated is to prevent buckling of Indtivldual truss web and/or chord members only. Addlnora0 temporary and permanent bracing M iTe k Is always required for stability and to prevent coliapse with possible personal h)tay and property damage. RA general guidance regarding the fabrication,storage,delivery,erecfkxn and bracing of trusses and truss systems seeANSI/TPI l QLKOy CfBula,DSB-89 and BCSI Bulidng Component 6904 Parke East Blvd. Safety lWomwllon available from Truss Plate Institute.218 N.Lee Street,Suite 312,AlexcFKkkL VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qlf Ply Riverside Homes/Lot 55 ABCC/JK 711578418 J170405 J05A Comer Jack 3 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:1627 2017 Page 1 ID:UNYbUdzvfmlHQQwwKmTy4yz8z5-W 90JYuXmi_LbzJgZcZ3M_uDoyAKL2zT2uGcEJQyyr4o 3-0-0 3-0.0 Scale=1:15.7 2 7.00 F12 rb a, N 1 N l 3 4 3x8 I I 3.0-0 3-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=103/0-5-8,2=70/Mechanical,3=33IMechanical Max Horz 4=85(LC 12) Max Uplift 4=2(LC 12),2=65(LC 12),3=-7(LC 12) Max Grav 4=103(LC 1),2=78(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(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 36-0 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. i V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03,2015 BEFORE USE. Design vaild for use only\,Alh Mllek©connectors.this design Is based only upon paameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verity the applMaMlty of design parametersand properly Inrr4r 4ate thisdeslpn Into the overall building design. 19acing Indicated B to prevent buckling of individual in=web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabli ty and to prevent collapse with possible personal k>luy and property darnage. For general guidance regarding the fabrication,storage,deltvery,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 Teas Plate kgstitute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tanga,FL 33610 Job Truss Truss Type ' Ply Riverside Homes/Lot 55 ABCC/JK T11578419 J170405 J06 Comer Jack 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:28 2017 Page 1 I D:UNYbtldzvfml HOOwwKmTy4yz8z5-_LahmEYOTHTRbTPmAGbbW 5mvxadrnaj B7wMnrsyyr4n 5-0.0 5-0-0 Scale=1:22.3 2 7.00 12 6 OD � m 5 1 I 4 3x8 11 3 5-0-0 5-0-0 Plate Offsets(YY)-- f1:0-1-0,0-1-12),[4:0-2-4,0-1-01,(4:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 3-4 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 n1a 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 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 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=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-16(LC 12),2=-1 04(LC 12),3=8(LC 12) Max Grav 4=177(LC 1),2=131(LC 17),3=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ff;eave=oft;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 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except(jWb) 2=104. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.1MTnWI S BEFORE USE. Design veld for use only with MIIekCA.connectors.This design is txised only upon paramefers shown,and is for an Individual building compornent not a truss s}stem.Before use.the building designer must verify the arTA1l iL-41ty of design parametersand properly hcorporate this design Into the overall buildingT design. 11tocing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI OW Is always required for slablity and to prevent collapse w8h possbie personal h)tay and property damage. For general guidance rwjaIdirg the fabrication,storage,delivery,erection and bracing of trusses and hiss systems seeAN31/TM I Quality Criteria,DSB-89 and BC31 Building Component 69N Parke East Blvd. Safety information avdfabte from Truss Plate Institute,218 N.Lee Sheet Suite 312 Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type • j3ty ly Riverside Homes/Lot 55 ABCC/JK T11578420 J170405 J06A Corner Jack 3 1 � Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:28 2017 Page 1 ID:UNYbtldzvfmlHQOwwKtnTy4yz8z5-_LahmEYOTHTRbTPmAGbbW 5mvxadmQjB7wMnrsyyr4n 5-0-0 5-0-0 Scale=1:22.3 2 t 1 7.00 12 6 co m Ch 5 1 4 3x8 11 3 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1:0-1-0,0-1-121,f4:0-2-4,0-1-01,14:0-0-0,0-1-121 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) 0.04 3-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 3-4 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR 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 20 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=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-16(LC 12),2=-104(LC 12),3=8(LC 12) Max Grav 4=177(LC 1),2=131(LC 17),3=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(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 8 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 3-0-0 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)4,3 except Qt=lb) 2=104. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design volld for use only with MilekV connectors.this design is based only upon paraneters shown,and Is for an Individual Wfidimi Comixrnent,not a truss system.Before use.the building designer must verity the appllcabAity of design parameters and properly kuCort—rate ttn€ieskin Into the overall building design. Bracing indicated Is to prevent buckling of Individual tnus web and/or chord members only. Addiional temporary and permanent bracing MiTek' Is always required rot stability and to prevent collapse with possDle personal InJury and property damage. For genefal guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems seeANSVTPI]Quality Critorla,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Sdely IMormallon available from Truss Plate Institute.titute.218 N.Lee Street Suite 312,Alexar VA 22314. Tampa,FL 33610 Job Truss Truss Type 0 1 Ply Riverside Homes/Lot 55 ABCC/JK 711578421 J170405 J07 Jack-Open 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:29 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-SY73zaYOEbbl Ddzyjz6g3JJ?I_vbWtzLLa5LOJyyr4m 7-0-0 7-0.0 Scale=1:28.4 2 7.00 F12 6 aQ 5 rn Lb V 1 4 3 5x8 11 7-0-0 7-0.0 Plate Offsets(X,Y)-- [1:0-1-0,0-1-121,[4:0-0-0,0-1-1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 3-4 >586 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 3-4 >285 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 2 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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=251/0-5-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=181(LC 12) Max Uplift 4=-29(LC 12),2=-144(LC 12),3=-8(LC 12) Max Grav 4=251(LC 1),2=184(LC 17),3=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4f;Cat. Il;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 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst 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)4,3 except Qt=1b) 2=144. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE Design valid for use only with MITek(p)connectors.Tins design is txsed only urxon parameters shown.and is for an individual building component,not Hit a truss system.Before use,the bullring designer must verify the ipr,11e-abAlty of design parameters and property Incorporate this deslpn Into the overall biking design. Bracing Indicated Is to prevent bucIdIng of InclMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required tot siabUty,and to prevent collapse with possibie persrxxli injury and property damage. r-or general gukAince regarcing the fabrication,storage,deWery,erection and bracing of muses axi Irtm systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type CRY Ply Riverside Homes/Lot 55 ABCC/JK 711578422 J170405 J08 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:30 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-xkhRAwZe?vj9gmY8Hhd3bW rl3OLRFKDUaEruwlyyr4l 2-1.1 4-2-3 2-1-1 2-1-1 2.12 12 3 Scale=1:10.0 3x4= d 2 NAILED 1 T ti 4 NAILED 3x5 11 4-23 4-0-7 Plate Offsets(X,Y)-- r1:0-3-3,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 3=91/Mechanical,4=48/Mechanical,1=1 70/0-4-15 Max Horz 1=39(LC 4) Max Uplift 3=-75(LC 4),4=-9(LC 4),1=86(LC 4) Max Grav 3=91(LC 1),4=65(LC 3),1=170(LC 1) 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=oft Cat. II;Exp C;Encl.,GCpl=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 lost 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)3,4,1. 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(pit) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:11=-5(F) Aliilll WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.iaW1,2015 BEFORE USE. Design valid for use only with Milek®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 applicabAlty of design parameters and properly Incorporate this desUn Into the overall building design. Bracing Indicated is to prevent bucidhg of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required ton stability and to prevent collapse with possible personal InIusy and property damage. For general guidance regarding the rabrIcatim storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Guilty Criteria.DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type IDly Ply Riverside Homes/Lot 55 ABCC/JK 711578423 J170405 J09 Jack-Partial Girder 2 1 Job Reference o tional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:30 2017 Page 1 I D:U NYbbdzvfml HQQwwKmTy4yz8z5-xkhRAwZeNggmYBH hd3b W rJVOLmFKDUaE ruwlyyr4l 1-11-9 3-11.3 1-11-9 1-11-9 2.12 FIT3 Scale=1:9.8 m 3x4 2 NAILED 1 q o " 11 4 NAILED 3x5 11 3-11-3 3-9-7 Plate Offsets(X,Y)-- 11:0-3-3,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrz(TL) 0.01 3 Na n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=85/Mechanical,4=45/Mechanical,1=161/0-4-15 Max Horz 1=37(LC 4) Max Uplift 3=-70(LC 4),4=9(LC 4),1=-82(LC 4) Max Grav 3=85(LC 1),4=61(LC 3),1=161(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=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 lett 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 psi 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)3,4,1. 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 lave(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:11=-5(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekO connectors.this design Is based only upon parameters shown,and is for an indiOdual building component,not a truss system.Before use.the building deskfner must vetify the atop-a"Ity of design parameters and properly Incorp_r rate 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 gerwral guidance regarding the kYxk:atkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I G xft Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Satisfy IMomianan available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda.VA 22314. Tampa,FL 33610 Job Truss TrussType " 'aY Ply Riverside Homes/Lot 55 ABCC/JK 711578424 J� 170405 J10 Jack-Partial Girder 4 1 Job Reference (optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul/2 10:16:312017 Page 1 I D:UNYbfldzvfmlHQQwwKmTy4yz8z5-PwFpOGaHmCrOSw7LrOB18kOQGodV-jlepuaSSByyr4k 4-11-0 9-10-1 4.11-0 4-11-0 3 Scale=1:29.2 4.95 F12 NAILED 10 3x4 NAILED 2 9 NAILED � 8 I 1 I 11 12 6 13 5 7 NAILED 4x4= NAILED 4 6x6— NAILED 3x4— 01-64-11-0 9-10-1 0 4-10-10 4-11-0 Plate Offsets()(Y)-- [7:0-1-12,0-0-0]j7:Edge,0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 HOrz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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) 7=381/0-7-0,3=118/Mechanical,4=293/Mechanical Max Horz 7=181(LC 21) Max Uplift 7=-135(LC 8),3=-94(LC 8),4=-147(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-343/140,1-2=-554/188 BOT CHORD 5-6=-299/475 WEBS 1-6=108/364,2-5=-541/340 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ff;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)3 except(t=lb) 7=135,4=147. 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:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-0(B)10=-43(B)11=-1(B)12=-6(B)13=-30(B) A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. It Design valid for use only with MllekV connectors.This design is Ww_d only upon parameters shown,and Is for an individual building component,rx,f rK a truss system.Before use.the building deslarwr must verify the OK,11c,kAllty of design parameters and properly Inc-rporate this design Into the overall i buYdng design. Bracing Indicated Is to prevent buckling of Irxilvklud truss web and/or chord members only.Additional temporary and permanent brarkV MiTek is always required for stabiltty,and to prevent collapse wllh possible personal frnlu+y and property drnnage. For general guidance iegarding the fobrk:allm storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/Ml Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Btvd. Safety IMormatlon avcifable from Tess Nate Institute,218 N.Lee Street,Sutle 312,Alexandna.VA 22314. Tempa,FL 33610 Job Truss Truss Type ' Qty Ply Riverside Homes/Lot 55 ABCC/JK 711578425 J170405 Jit Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:32 2017 Page 1 ID:UNYbgdzvfmlHQQwwKmTy4yz8z5-t7pCbbbvXWzt44iXP6fXhxxbOBy3jBsnl YK?_dyyr4j 4-9-8 9-7-1 4-9-8 4-9-8 3 Scale=1:28.6 t NAILED 4.85 12 10 i 3x4 NAILED 2 9 0 m � iY v id NAILED 8 ii 1 I °9 1 11 12 6 13 5 7 NAILED 4x4= NAILED 4 6x6= NAILED 3x4— 0 4-9-8 9-7-1 0 4-9-2 4-9-8 Plate Offsets MY)-- f7:0-1-12,0-0-0),[7:Edge,D-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:47 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 20 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) 7=370/0-7-0,3=117/Mechanical,4=286/Mechanical Max Horz 7=176(LC 21) Max Uplift 7=-131(LC 8),3=-94(LC 8),4=-144(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-333/136,1-2=-536/182 BOT CHORD 5-6=-290/459 WEBS 1-6=-106/353,2-5=-523/331 NOTES- 1)Wind:ASCE 7-10;Vuft=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)3 except(jt=1b) 7=131,4=144. 6)'NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidfines. 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(pif) Vert:1-3---54,4-7=-20 Concentrated Loads(lb) Vert:9=-0(F)10=-43(F)11=-1(F)12=-6(F)13=-30(F) A&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 orily with MITekO connectors.This design Is based only upon Parameters shown,and Is for an irviivlduol Lxilding component not a truss system.Before use.the Lxilding designer must verify th-am-Jlloblllty of design parameters and property fr1c�.,rp.�unta this deskan Into the overall bolding design. Bracing Indicated Is to prevent buckling of IndNklual thus web aril/or chord members only.AcidkAvi temporary and permanent bracing I MiTek' is always required for stability and to prevent collapse with possble personal ttyry and property damage. For general guidance regarding the fabricallor,storage,del"erection and bracing of trusses and truss systems,seeANSI/TPII Quality CrBek7,DSB-89 and BCSI Buckling Component 6904 Parke East Blvd. i Safety Information available from Tniss Plate klstifute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • LKy Ply Riverside Homes/Lot 55 ABCC/JK T11578426 J170405 J12 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:33 2017 Page 1 I D:UNYbbdzvfmlHQQwwKmTy4yz8z5-LJNapxcXlg5khEHjypAmDOTsEbOGShyxGC3YX4yyr4i it 05-0 � 1-0-0 7.00 FIT 2 Scale=1:9.8 1 cc cc aD Y do a 3 4 3x9 II 1-aro 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 2 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:4l 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 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=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=38(LC 12) Max Uplift 2=-27(LC 12),3=-10(LC 12) Max Grav 4=31(LC 1),2=27(LC 17),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 lett 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)2,3. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mllek(D connectors.INs design Is txtsed only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bullring designer must verify ite appll-if-Alty of design parameters and property tncorF xate this design Into the overall building design. Bracing indicated B to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing M iTe k is always requited for stabiltty and to prevent collapse with possible personal t>k+y and property damage. For general gukkrtce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 GuaBty Cdtofla,13511-89 and SCSI Building Component 6904 Parke East Blvd. So"IW=xdlon available from Trus Plate ktsBtute,218 N.Lee Street Suite 312,Alexandrkt VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Riverside Homes/Lot 55 ABCC/JK 711578427 J170405 J13 Comer Jack 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:33 2017 Page 1 I D:UNYbtldzvf ml HQQwwKmTy4yz8z5-LJNapxcXlg5khE HjypAmD9TgRbNlShyxGC3YX4yyr4i 3-0-0 3-0.0 Scale=1:15.7 2 7.00 12 co O> N i N i 3 4 3x8 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 We Na 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) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=85(LC 12) Max Uplift 4=2(LC 12),2=-65(LC 12),3=-7(LC 12) Max Grav 4=103(LC 1),2=78(LC 17),3=53(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=25tt;B=45ft;L=24ft;eave=4ft Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever lett 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. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with M1100 connectors.1Ns 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 apr lcablity of design parameters and properly Incorporate this design Into the overall Nil' building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent bracing M iTe k IS always requhed for slabltty and to prevent collapse with possible personal k*jry and property damage. Fox general guidance regarding the tabricatbn,storage,delivery,erection and bxochng of trusses and tt rss systems.seeANSI/TPI I CuaW Critala,DSB-89 and BCSI Building Comporerd 6904 Parke East Blvd. Safgly Information avalable from Truss Plate Institute,218 N.Lee Sheet,Sine 312-Alexandria.VA 22314. I Tampa,FL 3361D Job Truss Truss Type ' Ply Riverside Homes/Lot 55 ABCC/JK 711578428 J170405 J13A Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:34 2017 Page 1 ID:UNYbtldzvfmlHOOwwKmTy4yz8z5-pVxy0Hc937DbJOsvW Xh?mMO?B?j_B8C4Vsp63Wyyr4h _ 3-0-0 3-0-0 Scale=1:15.7 2 rn 7,00 12 v 0 N 1 N 3 4 3x8 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 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) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=85(LC 12) Max Uplift 4=2(LC 12),2=65(LC 12),3=7(LC 12) Max Grav 4=103(LC 1),2=78(LC 17),3=53(LC 3) 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=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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 36-0 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 mv.IaWM15 BEFORE USE. Design valid for use only with Milekb connectors.This design Is txised only upon porannelers shown,and Is for an individual building component not a tubs system.Before use,the L Along designer must verity th- tAlty of design parameters and properly Inccxporate"desk7n Into the overall "ding design. Bracing Indicated Is to prevent buckling of IndNkdu al truss web and/or chord members orgy. Additional temporary and permanent bracing MiTek" Is always required for stotAltty and to prevent c Alapse with possble personrA Ir*ay and property damage. For general guidance regarding the fabricaflon,storage.delivery,erection and txacW of trusses and tress systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormation aval able from Teas Plate Institute,218 N.Lee Streel,Sulte 312,Alexondrfa,VA 22314. Tampa,FL 33610 Job Truss Truss Type © iPly Riverside Homes/Lot 55 ABCC/JK T11578429 J170405 J14 Comer Jack 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:34 2017 Page i I D:U NYbtldzvhnl HQQwwKmTy4yz8z5-pVxyOHc937DbJOsvW Xh?mMOxQ?gFB8C4Vsp63W yyr4h 5-0-0 5.0-0 Scale=1:22.3 2 7.00 12 19 rn T C6 CO 5 1 4 3x8 II 3 5-0-0 5-0-0 Plate Offsets(X,Y)-- 11:0-1-0,0-1-121,f4:0-2-4,0-1-01,(4:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 3-4 >780 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 rda n/a BCDL 10.0 Code FBC2014/TP12007 Mattix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-16(LC 12),2=-104(LC 12),3=-B(LC 12) Max Grav 4=177(LC 1),2=131(LC 17),3=90(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=25tt;B=45ft;L=24tt;eave=oft;Cat. II;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 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except Gt=1b) 2=104. Q WARNING-VeAty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1 X15 BEFORE USE. Design valid for use only with MiTek®connectors.Ms design is based only upon parameters shown.and is for an individual building comtxxnent,not a truss system.Before use.the building designer must verity the aKArabNily of design parameters and property incorporate this do1on Into the overall bu c1W design. Bracing Indicated Is to prevent buckling of Individual truss web ad/or chord members only. Additto al temporary and permanent bracing MiTek' Is always required for stdbNity and to prevent collapse with possble personal k>Iry and properly damage. nor general guidance regarding the fabrication,storage,del",erection and bracing of trusses and truss systems,seeANSI/TPI I GuN1y CritaW,DSB-69 and SCSI BuNdIng Component 6904 Parke Eam Bbd. Sally Intormatlon available from Tess Plate Institute.218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ofS Ply Riverside Homes/Lot 55 ABCC/JK T11578430 J170405 J14A Comer Jack 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:35 2017 Page 1 I D:UNYbbdzvfml HOOwwKmTy4yz8z5-HiVKEddngRLSxYR64EDElaZ6APOUwbSDkW Yfbyyyr4g 5-0-0 5-0-0 Scale=1:22.3 2 7.00 12 6 � T C6 5 PA 1 ' 4 3x8 11 3 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1:0-1-0,0-1-121,f4:0-2-4,0-1-01,14:0-0-0,0-1-121 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) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 3-4 >700 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MR 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 20 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=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-16(LC 12),2=-104(LC 12),3=-8(LC 12) Max Grav 4=177(LC 1),2=131(LC 17),3=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4tt;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)0-1-12 to 3-1-12,Intehor(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&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)4,3 except Qt=lb) 2=104. 0 WARNMIG-Verf/y deeW parameters and READ NOTES ON THIS AND MICLUDED MfTEK REFERANCE PAGE UN-7473 rev.111193=5 BEFORE USE Design valid for use only with Milek(b)connectors.This design is based only upon parameters shown,and is for an individual building component,rat a truss system.Before use,the building designer must verify the aPplicat-Alty 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 chard members only. Additional temporary and permanent bracing MiTek- Is always required for stabiliry,and to prevent collapse with possUe personal Injury and property damage. For general guidance regarding the fabxlcallm storage.delivery,erection and brachg of trusses and truss systems seeMSI/IPII Qualify Cdterla,DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safely Information avaltabie from Truss Plate Instllute,218 N.Lee Sheet,Suite 312 Atexartdrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK 711578431 J170405 J15 Jack-Open 3 1 Job Reference o 6onal Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12-15--.i6:36 2017 Page 1 5-0-0I D:U NYbtldzvfml HQQwwKmTy4yz8z5-lu2i RzePa1TJY01eykTm5HwpMkf 1 iNyAIC7Pyyr4t 5-0-0 Scale=1:21.4 2 7.00 F12 6 m. 5 t i i 1 4 3116 II 3 5-0.0 5-0-0 Plate Offsets(X,Y)— 11:0-1-0,0-1-121,[4:0-2-4,0-1-01,[4:0-0-0,0-1-121 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) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 3-4 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.04 2 rVa ria BCDL 10.0 Code FBC2014/TP12007 Matrix-MR 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-16(LC 12),2=-104(LC 12),3=-8(LC 12) Max Grav 4=177(LC 1),2=131(LC 17),3=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=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 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except(jt=1b) 2=104. A WARNING-Verify deggn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MO-7473 rev.t a9 WIS BEFORE USE � Design valid for use only with Mllek8 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the tultdirg designer must verify the of design parameters and propPriy Incorporate the design Into the overall building design. Bracirg indicated is to prevent buckling of individual truss web and/or chord members orgy. Additional temporary and permanent bracing j MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiance regarding the fabnc:atlon,stcxage,delivery,erection and bracing of trusses and truss systems,see.ANSI/TPll quality Calf ria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormaBon avaAcble from Truss Rate Institute,218 N.Lee Sheet,Suite 312 Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ' �'Q', Ply Riverside Homes/Lot 55 ABCC/JK 711578432 J170405 J16 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:36 2017 Page 1 ID:UNYbtldzvfmlHOOwwKmTy4yz8z5-Iu2iRzePaITJYiOleykTm5CXplEfl iNyA1C7Pyyr4f 7-0-0 7-0.0 2 Scale=1:28.4 i 7.00 F12 6 c? 5 0 � d 4 3 5x8 I 7-0-0 7-0-0 Plate Offsets(X,Y)-- [1:0-1-0,0-1-121,[4:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (I-) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 3-4 >586 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 3-4 >285 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MR Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=251/0-5-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=181(LC 12) Max Uplift 4=-29(LC 12),2=-144(LC 12),3=-8(LC 12) Max Grav 4=251(LC 1),2=184(LC 17),3=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;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 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except Qt=1b) 2=144. 0 WARNNPG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMB-7473 tev.I&V32015 BEFORE USE. Design valid for use only with Milekb connectors.lhis design is[,ow f only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the budding designer must verify the applicabllN of design parameters and properly Incorr rate this deskm Into the overall briding design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracng Mitek' Is always recluked for stability and to prevent collapse with posdAe personal"and property damage. For general guidance ref"ding ffre ktxlcatim storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 QLKAty Cdferta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. So"IdorrnaBon avdklbte from Trus Plate Insttlute,218 N.Lee Street,Sulte 312,Alexaxdrlm VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Riverside Homes/Lot 55 ABCC/JK T11578433 J170405 J17 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:37 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-D4c5eJf2L2bAArbUBfFiN?eWgCjfOTnW Bq1 mgryyr4e 3-4-9 6-9-2 3-4-9 3-4-9 Scale=1:21.5 3 v d 4.95 i 12 NAILED 3x4 9 2 n NAILED N l6 8 Ch 1 10 6 11 5 NAILED = NAILED 7 4x4 4 3x4= 6x6= 0-H 3-4-9 6-9-2 0 3-4-3 3-4-9 Plate Offsets()(,Y)-- (7:0-1-12,0-0-0),I7:Edge,0-5-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014fTP12007 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 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) 7=246/0-7-0,3=70/Mechanical,4=176/Mechanicai Max Horz 7=128(LC 8) Max Uplift 7=-77(LC 8),3=-54(LC 8),4=-90(LC 8) Max Grav 7=246(LC 1),3=70(LC 1),4=177(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-306/91 BOT CHORD 5-6=-169/266 WEBS 1-6=-54/269,2-5=-312/198 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=off;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett 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)7,3,4. 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:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-O(B)10=-1(B)11=6(13) Ail WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1 010 312 0 1 5 BEFORE USE. Design valid for use only with MlTekb connectors.Ihis design is lased only ut"n parameters shown,and Is for an Individual building component,not a truss system.Before use.the bulldlm designer must verify the appBc.-j"Ity of design parameters and properly inr.r,rpordte this deskln Into the overall bkAcing design. !lacing Indicated Is to prevent buckling of IndNklual trans web aril/or chord members ordy. Additional temporary and permanent bracing MiTek' Is always required for sk"Ity arid to prevent collapse wtih possible personal hJray arxd property damage. I"general guidance regaldng the 6804 Parks Eget Blvd.fabrication,storage,delivery.erection and braclrg of trusses and truss systems.seeANSI/TM t QuaBry CIfteria,DSB49 MW BCSI BuNding Componsnf ScWy Irtormallon available from Teas Plate I stflute.218 N.Lee Street.Suile 312,Alexan drla.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Ply Riverside Homes/Lot 55 ABCC/JK J170405 J18 Jack-Partial Girder 2 i Job Reference(optional) 711578434 Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:38 2017 Page 1 I D:UNYbbdzvfmlHQQwwKmTy4yz8z5-iGATsffg6Mj 1 o?AhlMmxwCBfLc2f7wugOTnJCHyyr4d 3-6-1 7-0-2 3-6.1 3-6-1 3 Scale=1:22.0 Ig 4.95 Fi2 i NAILED 3x4 9 2 m NAILED 8 1 di 10 6 11 5 NAILED = NAILED 7 4x4 4 3x4= 6x6= 0-0 3-6-1 7-0-2 0- 3.5.11 3-6-1 Plate Offsets(X,Y)-- (7:0-1-12,0-0-01,I7:Edge,0-5-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=255/0-7-0,3=73/Mechanical,4=183/Mechanical Max Horz 7=133(LC 8) Max Uplift 7=-60(LC 8),3=-55(LC 8),4=-92(LC 8) Max Grav 7=255(LC 1),3=73(LC 1),4=183(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-321/96 BOT CHORD 5-6=-176/279 WEBS 1-6=-56/28212-5=-325/206 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=off;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)7,3,4. 6)'NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidiines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3---54,4-7=-20 Concentrated Loads(lb) Vert:9-0(F)10=11(F)11=6(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1&032015 BEFORE USE. Design valid for use only with Milek8 connectors.Ihis design Is txlsed only upon parameters shown,and is for cxi Individual building component,rat , a tam system.Betore use.the tvdllding de-sktner must verify the arx-41 aL N1ty of deslgn parametersand properly Incorpcuate this design Into the overall building design. WacIng Indicated Is to prevent buckling of Individual Truss web aro]/or chard members only. Additional temporary and permanent bracing MiTek- IS always required tot stablitty and to prevent coNapse with possible personal IrnW and property damage. For general guidance regarding The fabrk:ailm storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TM I Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety IMomrallon avakaHe from Truss Plate Institute.218 N.Lee Street.Suite 312.AlexcwKkkx VA 22314. I Tampa,FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK T11578435 J170405 J19 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:38 2017 Page 1 ID:UNYbfldzvfmlHQQwwKmTy4yz8z5-iGATsffg6Mj 1 o?AhIMnixwCBcVc?87tlgQTnJCHyyr4d 4.11-0 9-10-1 4-11-0 4-11.0 3 Scale=1:29.2 i 495 12 NAILED 10 3x4 NAILED 2 9 NAILED 8 1 nn 1 11 12 6 13 5 7 NAILED 4x4= NAILED 4 6X,B— NAILED 3x4— 0 6 4-11-0 9-10-1 0- -6 4-10-10 4-11-0 Plate Offsets(X Y)-- [7:0-1-12,0-0-0j,[7:Edge,0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 4 n/a rl/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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) 7=381/0-7-0,3=118/Mechanical,4=293/Mechanical Max Horz 7=181(LC 8) Max Uplift 7=-135(LC 8),3=-94(LC 8),4=-147(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-343t14011-2=-554/188 BOT CHORD 5-6=-299/475 WEBS 1-6=-108/364;2-5=-541/340 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. 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)3 except(jt=lb) 7=135,4=147. 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(pit) Vert:1-3-54,4-7=-20 Concentrated Loads(lb) Vert:9=-O(F)10=-43(F)11=-1(F)12=-6(F)13=-30(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.laW,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 Nit a truss system.Before use.the builalno designer must verify the appllcablilty,of design parameters and property Incorporate this design Into the overall building design. tracing Indicated is to prevent budding of individual truss web and/or chord members orgy. Additional temporary arxd permanent tracing M iTe k is always reclngred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadirxt the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPl I Cully Cdfwla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SdNy Information available from Tess Rafe Institute,218 N.Lee Sheet Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Riverside Homes/Lot 55 ABCC/JK 711578436 J170405 J20 Jack-Partial Girder 3 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:39 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-ATkr3?gltgsuP9ktJ4HATQjndOLisLbpf7Wtkjyyr4c 4-9-8 9-7-1 4-9-8 4-9-8 3 Scale=1:28.6 J NAILED 4.95 12 10 3x4 NAILED 2 9 NAILED 8 1 1 1 11 12 6 13 5 7 NAILED 4x4= NAILED 4 6x6— NAILED 3x4— 0- 6 4-9-8 9-7-1 0- -6 4-9-2 4-9.8 Plate Offsets(X,Y)-- 17:0-1-12,0-0-01,17:Edge,0-5-81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 4 nita n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 7=370/0-7-0,3=117/Mechanical,4=286/Mechanical Max Horz 7=176(LC 8) Max Uplift 7=-131(LC 8),3=-94(LC 8),4=-144(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-333/136,1-2=-5361182 BOT CHORD 5-6=-290/459 WEBS 1-6=-106/353,2-5=-523/331 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional);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)3 except Qt=lb) 7=131,4=144. 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:1-3---54,4-7=-20 Concentrated Loads(Ib) Vert:9=0(13)10=-43(B)11=-1(B)12=-6(B)13=-30(B) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10AW015 BEFORE USE. Design valid for use only with MiTek©connectors.this design Is based only upon parameters shown,and is for(in Individual building component,not a truss system.Before use.the building designer must verify ttw applicability of design parameters and properly Incorpr rate this deslan Into the overall trading design. Ittacirlg Indicated is to prevent buckling of Individual truss web and/or chord members only. AdcAtlonal temporary and permanent bracing MiTek" Is always required for skt)l tty and to prevent collapse with possible personal InhBy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Guallly Crifella,DSB-89 and SCSI Sulkling Component 6804 Parke East Blvd. Safety WormaMon avaMable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 40 Ply Riverside Homes/Lot 55 ABCC/JK T11578437 J 170405 K01 Attic 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:40 2017 Page 1 ID:UNYbldzvfmlHQQwwKmTy4yz8z5-eflDHKhwez_ki JJ3tnoP?dGglQdKbj8ytnGQGAyyr4b 5-10-4 19-7 1�0-I 14-0-0 16-11-3 20-5-12 S 10 4 3-11-3 0-10 5 33-10 2-11-3 3 6-9 5x5= Scale=1:66.0 4 15 2x4 11 14 5 7.00 12 3x6= 3 12 11 5x5 3x8 11 1.5x4 11 2 3x6 11 0 d o, 13 6 5x5 1 9-1-8 8x8 164x10 II 93x4 11 8 7 6 8x8= 20-6-2 i 5-10-4 14-0-0 15-3-4 20 5-12 20-8-2 5-10-4 8-1-12 1-3-4 5-2-8 0-0-6 Plate Offsets(X,Y)-- [6:Edge,0-3-81,(7:0-3-8,0-4-81,[8:0-3-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.26 7-8 >687 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.55 7-8 >332 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.01 6 n1a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Attic -0.18 7-8 639 360 Weight:174 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 4-5:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-8:2x6 SP DSS WEBS 1 Row at micipt 3-11 WEBS 2x4 SP No.2 2 Rows at 1/3 pts 5-6 OTHERS 2x4 SP No.2 T-Brace: 2x4 SP No.2-7-10 Fasten(2X) T and I braces to narrow edge of web with t Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1021/0-5-8,6=1379/Mechanical,7=-712/0-3-8 Max Horz 9=520(LC 11) Max Uplift 9=-306(LC 12),6=-704(LC 9),7=-869(LC 18) Max Grav 9=1249(LC 18),6=1827(LC 18),7=71 O(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-13781331,2-3=-1190/458,1-9=-1165/310,6-10=-2057/1140 BOT CHORD 8-9=-668!7861 7-8=-793/1399 WEBS 2-8=-60/328,3-12=-1 148t529,11-12=-11481528,10-11=-1153/533,1-8=-1 44/909, 7-10=-1242/2290 NOTES- 1)Unbalanced roof live toads 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 16-11-3,Extedor(2) 16-11-3 to 19-11-3 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)Bottom chord live load(35.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.7-8 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) 9--306,6=704,7--869. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)Attic room checked for U360 deflection. jjj WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE Design valid for use only with Milek®connectors.fits design B Lx]Sed only upon parameters shown,and Is for an Individual L-milding component,not a fruss system.Before use.the building deskHwr must verity the opt 41��3"Ity of design parameters and properly kicrxporate this design Into the overall bulicling design. Bracing Indicated B 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 wBh possible per""and property damage. For general guidance regarding Ifie fabrication,storage,delivery,erection and bracing of masses and truss systems.seeANSI/TPll QuaW Criteria,DSB-89 and BCSI BuMding Component 6904 Parke East Blvd. SaWy Irdomma6on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 i Job Truss Truss Type a ©lir Ply Riverside Homes/Lot 55 ABCC/JK 711578438 J170405 Lot HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:42 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-a2Q_iOjAAbESGdTS_Crt42LG7DKM3kKFL51XL2yyr4Z 3-7-12 7-0-0 11-5-8 15.11-0 19-3-4 22-11-0 3-7-12 3.4-4 4-5 8 4-5-8 3-4 4 3-7-12 Scale=1:39.0 5x5= 3x4= 5x5= 4 22 23 5 24 25 6 7.00 12 1.5x4\\ 1.5x4/{ 3 7 0 3x4 i 2 3x4 O v 8 1 9 Ili 13 2627 12 28 29 30 11 31 3233 10 4x7 11 3x4= 3x4= 8x8= 3x4= 4x7 11 4-7-6 7-0-0 8-114 13-11-12 1511-0 18310 22-11-0 4-7-6 2-4-10 1-11-4 5-0-8 1-11-4 2-4-10 4-7-6 Plate Offsets(X Y)-- f1:0-3-0,0-0-151,[4:0-2-8,0-2-1) [6:0-2-8,0-2-11,[9:0-3-0,0-0-151,[11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.09 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.15 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.05 9 n1a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:289 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 20 SP No.2 1-4-15,Right 2x4 SP No.2 1-4-15 REACTIONS. (Ib/size) 1=1969/0-5-8,9=1967/0-5-8 Max Horz 1=-1 13(LC 23) Max Uplift 1=-1079(LC 8),9=-1078(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2965/1676,3-4=-2879/1693,4-5=-2885/1726,5-6=-2886/1727,6-7=-287511691, 7-9=-2961/1674 BOT CHORD 1-13=-135112451,12-13=-138312474,11-12=-1727/3060,10-11=-1358/2474, 9-10=-1349/2448 WEBS 3-13=-224/278,4-13=-227/288,4-12=-542/1057,5-12=-386/316,5-11=-384/315, 6-11=-544/1060,6-10=-232/292,7-10=224/277 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:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:20-1 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=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. 11;Exp C;Encl.,GCp1=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 lb uplift at joint(s)except Qt=lb) 1=1079,9=1078. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)343 Ib down and 411 Ib up at 7-0-0,155 Ib down and 159 lb up at 9-2-14,155 Ib down and 159 Ib up at 11-2-14,155 Ib down and 159 Ib up at 11-8-2,and 155 Ib down and 159 Ib up at 13-8-2,and 343 Ib down and 411 Ib up at 15-11-0 on top chord,and 258 lb down and 172 Ib up at 6-9-14, 328 Ib down and 204 Ib up at 7-2-2,87 Ib down and 28 Ib up at 9-2-14,87 Ib down and 28 Ib up at 11-2-14,87 Ib down and 28 Ib up at 11-8-2,87 Ib down and 28 Ib up at 13.8-2,and 328 Ib down and 204 Ib up at 15-8-2,and 258 Ib down and 172 Ib up at 16-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE AII11-7473 rev-laV3,2015 BEFORE USE. Design valid for use only with MI lek®connectors.Us design is based only upon parameters shown,and is for an hdivldual building component not a truss system.Before use.the building designer must verify the"I tcablity of design parameters and properly incorporate this!,?*In Into the overall wit building design. Bracing krdicated Is to prevent buckling of individual tnus web and/or chord members only. Additional temporary and permanent bracing � M(Tek Is always required for stability and to prevent coilcnse with possble personal h>hay and property damage.mage. For general guidance regarding the lubtleaflon,storage,delivery,erection and brackg of busses and huss systems.seeANSI/TPI I Quality Criteria,1338-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatlon available from Truss Rate Iratute,218 N.Lee Sheet.Suite 312 AlexaWda VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK IJ170405 Lot HIP GIRDER 1 711578438 2 Job Reference o 6onal Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:42 2017 Page 2 I D:U NYbddzvfml HQQwwKmTy4yz8z5-a2Q_iOjAAbESGdTS_Crt42LG7DKM3kKFL51XL2yyr4Z LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-6=-54,6-9=-54,14-18=-20 Concentrated Loads(ib) Vert:4=-197(B)6=-197(B)5=229(8)22=114(B)25=-114(B)26=-258(B)27=-328(B)28=-63(8)29=-63(6)30=-63(B)31—63(8)32=-328(B)33=-258(8) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1&0312015 BEFORE USE. Design valid lot use only wlih MITek6 connectors.Inls design is based only Upon parameters shown,and Is for an Individual txllding component,not I IC a truss system.Before use.the building designer must verify the appllcabllty of deslan parameters and properly Incorporate this desktn Into the overall ! bWdlrg design. Bracing Indicated Is to prevent buckling of IndNkdual truss web and/or chord members only.Additional temporary and permanent tracing M!Te k Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidcrice regarding the fabricaf m storage,delivery,erection and brach of trusses and truss systems,seeANSI/TPI l CuaNfy Criteria,DSS-89 and SCSI Bulkling Component 6904 Parke East Blvd. Softly Information avalt ble from Truss Plate InsSMe,218 N.Lee Street.Suite 312,Alekandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qj Ply FJob rside Homes/Lot 55 ABCC/JK J170405 L02 Hip 2 1 711578439 efererlc (opt Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:43 2017 Page 1 1 D:U NYbtldzvfm I HQQwwKmTy4yz8z5-2E_MvMjoxuMJum2eYwM6dGuM9dgroBAPZI U4tV yyr4Y 5-10-8 9 0-0 11-5-8 13-11-0 17-0$ 22-11-0 5-10-8 3-1-8 2-5-8 2-5-8 3-1-8 5.10-8 Scale=1:41.7 5x8 M18SHS= 5x8 M18SHS= 1.5x4// 1.5x4\\ 4 23 245 6 25 26 7 7.00 F12 1.5x4\\ 1.50 3 8 22 27 aaqq 21 28 3x4 i 2 3x4 9 1 10 LLI I0 12 29 30 11 3x8I I 5x5= 3x4= 3x8 11 7-8-13 9 0-0 13-11-0 15-2-3 22-11-0 7-8-13 1-3-3 4-11-0 1-3 3 7-8-13 Plate Offsets(X,Y)-- I1:0-3-8,Edgel,(4:0-5-0,0-1-121,(7:0-5-0,0-1-121,f10:0-5-7,Edge1,(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 0.84 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.42 11-12 >649 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:108 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=848/0-5-8,10=848/0-5-8 Max Horz 1=150(LC 11) Max Uplift 1=-305(LC 12),10=-305(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1163/528,3-4=-1038/552,4-5=-945/527,5-6=-789/475,6-7=-945/527, 7-8=-1 038/552,8-10=-1163/528 BOT CHORD 1-12=-368/1011,11-12=-245/799,10-11=362/932 WEBS 5-12=-110/348,6-11=-110/348 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;BCOL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpI=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 9-0-0,Extedor(2)9-0-0 to 18-1-15,Interior(1)18-1-15 to 22-11-0 zone;cantilever lett 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 Qt=lb) 1=305,10=305. Q WARNING-Verhy dewon parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10N32015 BEFORE USE. Design valid for use oNy with Milek6 connec:lors.lhis design Is based only upon parameters shown.and is for an individual building component not a truss system.Before use.the Lwildlng designer must verily the applicability of design parametersand properly Incorporate this desan Into the overall building design. 14acing indicated Is to prevent buckling of In dNKlual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k_ k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance rec,3arding the fabrk:atbn,storage,delivery,erection and bracing of trusses and miss systems,seeANSt/TF41 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety information avallabie from It=Plate InstthAe,218 N.Lee Sheet.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 10 Ply Riverside Homes/Lot 55 ABCC/JK 711578440 IJ170405 L03 Hip 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:44 2017 Page 1 I D:UNYbddzvfmlHQQwwKmTy4yz8z5-W QXk6ikRiCUAWwdg6dtLATRebl OuXcTYoPEePxyyr4X 5-7-12 5 -8 11-0-0 1-11- 17-0-8 17 22-17.0 5 7-12 0 - 2 5 1-8 11- 5.1-8 0 - 2 5 7-12 Scale=1:46.5 3x4=6x6— 3x4= 4 5 6 7.00 FIT 1.5x4\\ 21 22 1.5x4 3 7 OP N n i 20 23 3x4 2 3x4 8 1 9 Id 11 24 25 10 3xe 11 5x5= 3x4= 3x8 11 5-7-12 78-13 11-40 1-11- 15-2' 17-3.4 22-11-0 5-7-12 2-1-1 3 3 3 11- 3 3 3 2-1-1 5-7-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],f4:0-2-0,0-2-51.[6:0-2-0,0-2-51,[9:0-5-7,Edge1,[11:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Utdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.28 10-11 >968 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:113 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=848/0-5-8,9=848/0-5-8 Max Horz 1=-183(LC 10) Max Uplift 1=-305(LC 12),9=-305(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1195/511,3-4=-1 159/548,4-5=-1040/526,5-6=-1040/526,6-7=-1159/548, 7-9=-1195/511 BOT CHORD 1-11=-357/1070,10-11=-1581718,9-10=351/973 WEBS 7-10=318/243,3-11=-318/243,5-11=-192/497,5-10=-192/497 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Extehor(2)11-0-0 to 11-11-0,Interior(1)16-1-15 to 22-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except at=lb) 1=305,9=305. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE- Design valid for use only with Mitek®connectors.]his design Is Lxisod only upon parameters shown.and Is for an Individual[wilding component,not a truss system.Before use.the building designer must verlfy its apply--"Ily of design parameters and properly incorporate this deslan Into the overall building design. Bracing Indicated Is to prevent buckling of IndNkdual miss web and/or chord members only. Additional temporary and permanent tracing MiTek, k always required for statlity and to prevent collapse with possbe porno nal injury and property damage, For general guidance regarding the fabrication,storage,delivery erection and bracing of trusses and truss systems,see.ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely IMOrnwHan available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandda,VA 22314. Tampa,FL 33610 JobTruss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK T11578441 J170405 L04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:45 2017 Page 1 ID:UNYbtldzvfmlHQQwwKmTy4yz8z5-_d56K213TW c174C 1 fLOaihzpLRL7G3Y 13zByNyyr4W 510-8 11-5-8 17-0-8 22-11-0 5-10-8 57-0 57-0 510-8 5x5= Scale=1:44.4 4 7.00 FI2 19 20 1.5x4\\ 1.5x4 3 5 18 21 3x4 i 2 3x4 6 1 7 Ia 9 22 23 8 3x8 11 5x5= 3x4= 3x8 I I 7-8-13 15-2-3 22-11-0 7-8-13 7-55 7-8-13 Plate Offsets(YY)-- (1:0-3.8,Edge1,[7:0-5-7,Edge],19:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.29 8-9 >956 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.05 7 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:114 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc puffins. 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 1-6-0,Right 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=848/0-5-8,7=848/0-5-8 Max Horz 1=-190(LC 10) Max Uplift 1=305(LC 12),7=-305(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=-1198/496,3-4=-1183/536,4-5=-1183/536,5-7=-1198/496 BOT CHORD 1-9=-334/1076,8-9=-141/723,7-8=-334/977 WEBS 4-8=-1 89/503,5-8=-329/239,4-9=-1 89/503,3-9=-329/239 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;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=305,7=305. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MS-7473 rev.1 aW/2015 BEFORE USE M nu Design valid for use only with MilekO connectors.itis design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the bUldina designer must verify the applicability of desigr,parameters and properly Incori=rate 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 tracing MITOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storagedelivery erection and bracing of trusses and hus systems seeANSI/M I Qualify Criteria,DSB-89 and SCSI Suikling Component 6904 Parke East Blvd. Solely Infomralkm available from It=Plate Iru11Me.218 N.Lee Street.Srlte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply Riverside Homes/Lot 55 ABCC/JK 711578442 J170405 L05 HIP GIRDER 1 2 Job Reference(ophonal) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:46 2017 Page 1 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-TpfUXOmhEpkulEnDD2vpFuW yOncc?W wrGjjkUpyyr4V 3-7-12 7-0-0 11-5-8 15-11-0 19-3-4 22-11-0 3-7-12 3.4-4 4-5-8 4-15-8- 3-4 4 3-7-12 Scale=1:39.0 5x5= 3x4 t 5x5— 4 22 5 23 6 7.00 12 1.5x4\\ 1.5x4 3 7 0 3x4 i 2 3x4 v 8 1 9 Ia 13 2425 12 11 10 4x7 11 3x4= 3x4= 8x8= 3x4— 4x7 11 4-7-6 8-11-4 13-11-12 18 3-10 22-11-0 4-7-6 4-3-14 5-0-8 4-3 14 4-7-6 Plate Offsets(X,Y)-- [1:0-3-0,0-0-151,[4:0.2-8,0-2-11,(6:0-2-8,0-2-11,(9:0-3-0,0-0-151,(11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.08 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.14 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.04 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:289 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 20 SP No.2 1-4-14,Right 2x4 SP No.2 1-4-14 REACTIONS. (Ib/size) 1=1904/0-5-8,9=1401/0-5-8 Max Horz 1=113(LC 24) Max Uplift 1=-895(LC 8),9=602(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2867/1390,3-4=-2782/1411,4-5=-2767/1386,5-6=-2075/1016,6-7=-1956/932, 7-9=-2032/905 BOT CHORD 1-13=-111312370,12-13=111812370,11-12=1126/2493,10-11=-707/1716, 9-10=-712/1678 WEBS 4-12=-380/1023,5-12=-558/672,5-11=-9061506,6-11=-435/950 NOTES- 1)2-ply truss to be connected together with t 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:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=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=1b) 1--895,9--602. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)343 Ib down and 411 Ib up at 7-0-0 on top chord,and 258 Ib down and 172 Ib up at 6-9-14,and 328 Ib down and 204 Ib up at 7-2-2,and 860 Ib down and 384 Ib up at 8-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Q WARNING-Verify design parameters and READ NOTES ON THS AND NCLUDED MITEK REFERANCE PAGE MN-7473 rev.10'O3r2015 BEFORE USE. Design valid for use only with MliekO 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 appilcatAlty of design parameters and properly tn.—rporate 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 in=systems,see-ANSI/TPI I Quality Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safety InfonmaBon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexardrkl.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Ply Riverside Homes/Lot 55 ABCC/JK J170405 L05 HIP GIRDER 711578442 1 2 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:46 2017 Page 2 ID:UNYbtldzvfml HQQwwKmTy4yz8z5-TpfUXOmhEpkul EnDD2vpFuWyOncc?W wrGbkUpyyr4V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-6=-54,6-9=-54,14-18=-20 Concentrated Loads(lb) Vert:4=-197(F)12=-860(F)24=-258(F)25=-328(F) Q WARNING-Vod&design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NS-7473 rev.160.3WIS BEFORE USE Design valid for use orgy with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not o fru,,,system.Before use.the building designer must verity the"k-abllty of design parameters and properly Inorpv cafe this design into the overall txrlding design. pacing Indicated Is to prevent buckling of Intltvidual truss web and/or chord members only. Additional temporary and permanent brocing 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 Cdtwlo,OSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexarwdit VA 22314. Tempe,FL 33610 Job Truss Truss Type -0 Ply Riverside Homes/Lot 55 ABCC/JK T11578443 J170405 M01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:47 2017 Page 1 I D:UNYbtldzvfml HQQwwKmTy4yz8z5-x?DslkmJ?7slNOMPnlQ2n62ADE3tkyh_U NSIOGyyr4U 5-0-0 8-11.0 13-11-0 5-0-0 3-11-0 5-0-0 Scale=1:27.7 4x7= Special Special NAILED 4x4= 2 9 3 7.00 12 Cr 6x8= 8xs 4 l l6 10 7 11 6 12 8 4x4= NAILED 4x10= 5 NAILED Special Special NAILED 5-0-0 8-11.0 13-11-0 5-0-0 3-11-0 5-0-0 Plate Offsets(X Y)-- fl:Edge 0-6-121 12:0-5-4 0-2-01 f4:Edge,0-6-121,15:0-1-12,0-D-Ol,f8:o-1-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=963/0-5-8,5=960/0-5-8 Max Horz 8=107(LC 7) Max Uplift 8=-523(LC 8),5=-521(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1383/790,2-3=-1155!737,3-4=-1379/788,1-8=-903/529,4-5=-898/527 BOT CHORD 7-8=-136/296,6-7=-682/1147 WEBS 2-7=-129/375,3-6=-132/381,1-7=-697/961,4-6=-702/955 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=25tt;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) 8=523,5=521. 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)174 lb down and 278 lb up at 5-0-0,and 174 lb down and 278 lb up at 8-11-0 on top chord,and 193 Ib down and 143 Ib up at 5-2-2,and 193 Ib down and 143 lb up at 8-8-2 on bottom chord. The design/selection of such connection devices)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=-54,5-8=-20 Concentrated Loads(lb) Vert:2=-65(B)3=-65(B)7=-193(B)6=-193(B)9=-65(B)10=-148(B)11=-38(B)12=-148(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual bolding component not a taus system.Before use.ttw building designer In, verify the applicabllty of design parameters and properly kucomorate this des4an Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual In=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 Quaft CrNwh,DSB-89 and BCSI Bulling Component 6904 Parke East Bbd. Safety Information available from Truss Plate"cute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type .Q Ply Riverside Homes/Lot 55 ABCC/JK 711578444 J170405 M02 Common 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:48 2017 Page 1 ID:U NYbtldzvfmlHQQwwKmTy4yz8z5-PCnFy4nxmR_c_YwcLTxHKJbOUeTW TTtSj 1 CrZiyyr4T 3-7-8 6-11-8 10-3-8 13-11-0 3-7-8 3-4-0 3-4-0 3-7-8 5x5— Scale=1:30.7 4 7.00 F12 1.5x4\\ 20 1.5x4 19 5 3 2 18 1 3x4 i 3x4 2 6 1 7 lm for i 0 9 8 3x4= 3x4= 3x6 II 3x6 11 4-8-13 9-2-3 13-11-0 4-8-13 4-5-5 4-8-13 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) -0.02 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.05 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 7 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:71 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0,Right 20 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=515/0-5-8,7=515/0-5-8 Max Horz 1=-115(LC 10) Max Uplift 1=185(LC 12),7=185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=-682/315,3-4=-681/344,4-5=-681/344,5-7=-682/315 BOT CHORD 1-9=-206/555,8-9=-93/397,7-8=-206/539 WEBS 4-8=-117/268,4-9=-117/268 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)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-8,Exterior(2)6-11-8 to 9-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=185,7=185. A WARNING-VerW design parameter;and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.14032015 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 kncorF-rate this design Into the overall bolding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/TPI f 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. TarMe,FL 33610 Job Truss Truss Type 76 Ply Riverside Homes/Lot 55 ABCC/JK 711578447 J170405 N01 Monopitch Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 12 10:16:512017 Page 1 I D:UNYbfldzvfml HQQwwKmTy4yz8z5-pnSNa5pg2MMBOfBObV_yyDu2sPLgmgaP?QV91 yyr4Q 3-6-0 7-0-0 3-6 0 3-6-0 Scale=1.30.7 1.5x4 II 4 7.00 12 3x5M i 3 3x4 i 2 13 a 1 11 12 6 13 5 3x8 I I 3x6 11 4x4= 7-0-0 3-6-0 3-6 0 3-6-0 Plate Offsets(X Y)-- [1:0-4-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 Wa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:46 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 2x6 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 1-10-15 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1096/0-5-8,5--880/Mechanical Max Horz 1=211(LC 20) Max Uplift 1=-404(LC 8),5=-364(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-931/375 BOT CHORD 1-6=-379/825,5-6=-379/825 WEBS 3-6=-326/915,3-5=-1019/451 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett 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=404,5=364. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)497 Ib down and 203 Ib up at 1-0-12,and 495 Ib down and 205 lb up at 3-0-12,and 495 lb down and 205 Ib up at 5-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:11=-497(F)12=-495(F)13=-495(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.iWA312015 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 ! ,y building design. Bindividual Indicated Is to prevent buckling of inddual truss web and/or chord members orgy.Addtlonal temporary and permanent ,bracing V 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 Qualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aiexaxirla.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notclis PLATE LOCATION AND ORIENTATION 3 " Center plate T joint unless x y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. di TOP CHORDS agonal or x-bracing,is always required. See SCSI, 0_1/1 d� r C)3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Z c�,a 4 may require bracing,or alternative Tor I c x p bracing should be considered. 3. Never exceed the design loading shown and never as°b U stack materials on inadequately braced trusses. 0 \\ a0 4. Provide copies of this truss design to the building C/-8-x co- 'b designer,erection supervisor,property owner and plates 0-1/i6'from outside For 4 x 2 orientation, locate 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. connectorlates, THE LEFT. p 7. Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. �7 ' NUMBERS/LETTERS. software or upon request. 8 Unleshall not exceed otherwiser19%attim of fabricationf lumber 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 width measured perpendicular ESR-1311, ESR-1352, ESR responsibility of truss fabricator.General practice Is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,s¢e,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION I 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. 18.Use of green or treated lumber may pose unacceptable environmental,heolth or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 $ c DESIGN SPECIFICATIONS: GENERAL NOTES: g, All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry(Brick): 13. Fasten plies of 1 '/,"wide engineered lumber as fellows: � minimum 6 mil. polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with 2-ply beams with(3)rows of 0.131"x3 nails @ 12"o.c. with the 5th Edition 2014 Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 1. Brick shall conform to ASTM C62, C216,or C652 for Building Brick,Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/.3 nails @ 8"o.c.(each side) W in Project has been designed in accordance ( ) Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 /, long SDW screws @ 12"o.c. Code, Residential,and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, or flbermesh reinforcement shall be used with a minimum fiber length of#"to 2" and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per ch E cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: � $ I ON DESIGN CRITERIA: vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall 5 uj 2. Itis the intent of the Engineer of Record(Engineer)that this work be performed in openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = _J -a conformance with all requirements of the authorities having jurisdiction over this type 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and o.c.and laced within 12"of the openings. Erection of Structural Steel for Buildings latest editions). E Wind Design Method ASCE 7-10 of construction and,occupancy. other deleterious material. Structural fill shall be compacted to a density of at least P oPe ( $ Basic Wind Speed: 130 mph 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection Building Risk Category: II the a.Welded Connections: AWS D1.1 3. The contractor is responsible for the means and methods of construction. It is e shall be provided in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b. Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy= _o 50 ksi) c7� Lu Wind Exposure: C(Enclosed Structure) contractor's sole responsibility to determine the procedure,sequence,and tempora is used,the treatment shall be done after all excavation ,backfilling,and coin ction have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W-shapes: ASTM A992(Fy=50 ksi) _ U LM Building Classification: Residential 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) Q . Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is completed. Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) -' _� Wind-Borne Debris: NOT located In the wind-borne debris region construction. Ci 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be (f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or c � N Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(Fy=35 ksi) ° W (ASTM D1557)for a depth of at least two feet(2'-0")below Una bottom of the footing. supporting brick veneer over openings. This lwill bid fcd Cn I owner and/or contractor: Examples of such items include,but shall not be limited to, commencing work. ngs. s ange wnot required arhewindows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. F- I-- determination determination of grade elevations,drainage features,and special requirementsco 5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles, the steel angle shall be attached to the wood framing with%"x 3"lag screws @ 12" � M ng 11. The following minimum concrete cover shall be provided for reinforcement: � e7 associated with FEMA flood hazard and/or DEP zones. latae,openings,sleeves,hangers,slab depressions,or other components as may o.c.or Sim Y"x 3"SDS screws 12"o.c. 3.1 Steel shop drawings shall be provided to the Engineer for approval or to fabrication. _ p g P P y 3" Concrete cast against and permanently exposed to earth PSOn a @ P g P n9 PP Pn o required to attach and accommodate other work. 2" Concrete expo sed to earth or weather I ca DESIGN DEAD LOADS: WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes c`! 1 ''/z"Concrete not exposed to earth or weather 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. $ Z Floors' and shall be construed to apply to any similar situation elsewhere in the work except 12. AII continuous reinforcing steel in concrete shall be lap-spliced with the following 1. All wood framing has been designed in accordance with"National Design Specification N The design floor dead load of 12 psf assumes a floor system utilizing wood decking or (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. ,r LL wood subfloorin over wood truss,wood I-joist,or solid sawn lumber framing. The floor where indicated otherwise. minimum lengths: g j #4 bars: 21"minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior N covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be 7. Refer to the structural drawings for all structural details and sections. The contra #5 bars: 26"minimum notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conoid between the structural " grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". � g #6 bars: 32 minimum No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published b 00 drawings and any drawings prepared by others prior to commencing work n9 Pu yco Roofs: the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel p Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 13• Reinforcement in footings shall be bent around comers or comer bars shall be used. Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. surfaces exposed and visible to the exterior of the structure. 0O L The design of the project structure assumes an allowable sell bearing capacity of 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to support 3. All wood members exposed to weather or in contact with masonry,concrete or sell a Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditions encountered differ from reinforcing steel.Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. DESIGN LIVE LOADS: noted assumptions. AII requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel. c specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment Is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: cu specified in these plans. MASONRY: hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50. J3 Floors: If borate treatment Is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, Exterior Balconies: 40 psf United Steel Products(USP), or Engineer approved equal. cm .5Prefabricated wood trusses shall comply with NDS and"National Design Standard for Exterior Decks: 40 psf CONCRETE: General: .9 Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance with"Building Code Requirements for Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM ca Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 11. Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI F1554, Grade 36. .8 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. S FLORIDA C.A. NUMBER:25846 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11 3. :All metal connectors and hardware which are exposed to the exterior or in contact Attics: AS Slabs on grade,footings,and mise.concrete: fc=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per Without Storage: 10 psf registered Engineer's seal for approval. Design notes shall include the rated load ASTM Al3, Class C,or ASTM 8695,Class 50. +v+`q""�� 'J' #1 With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000pst 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8"to 11". g 9 PP 9 S� Designated radon zones only-all concrete: fc=3000psi capacity of the truss to truss connectors,and the manufacturer's license to fabricate c +++`++++ ��,,,,,•" 5��'''�,,�� With Storage: 30 psf(fixed stair access) trusses utilizing the connectors stem proposed.The contractor shall approve 4. ;Anchor adhesives shall be either SET-XP or AT-XP b Simpson S Tie with a �0 0.•• •• �. 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used 9 Y P Po PPro Y P ►g- ( -� o GEN56 fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. L \ 3. Cement shall conform to"Specification for Portland Cement" ASTM C150 9 9 Pe Yce '°`PPro ) 9 m �, . Roofs: Pe ( ) in brick veneer. Less than 4:12 slope: 20 psf Hales shall be cleaned of all debris and brushed out prior to installation of anchor V t 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 4. The contractor shall be responsible for the design and installation of all flashing. 8. Jobsite handling and erection,including temporary bracing,during installation of adhesive. I`L ; NO. trusses shall comply with TPI/WTCA BCSI 1. _ 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organi Concrete Masonry(CMU): ROOF COVERING: L = DEFLECTION CRITERIA: material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof coven Walls 1. Concrete masonry units(CMU)shall be ASTM C90-11B,Hollow Load-Bearing PPo g P g c A Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Concrete Masonry Units, normal weight,with a minimum compressive strength of Connection Schedule. system. �, structural drawings.All reinforcing details shall conform to"Details and Detailing of 1800 psi(fm-1500 psi). c °,�� •• aR •'• ,�`�� Wind loads with other brittle finishes: U240 Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. !Asphalt shingles shall comply with ASTM D3161 and be installed according to the �'O Wind loads with flexible finishes: U120 or U180* drawings. c u1r,rr,r *U180 for exterior walls with interior gypsum board finish. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following detail as shown in the structural drawings. manufacturer's requirements. ca 08-1�-17 Floors: minimum lengths: 11. Guardrails,handrails,and guard in-fill components(Balusters and Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation c FLOFL S.No. .50791 PE Live Load: U480" 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars; 20"minimum shall be in accordance with be Tolerances for Concrete Construction and be provided by others. Manual,"and the manufacturer's requirements. cc FL PE No.50791 Total Load: U240* #5 bars: 25"minimum c MM . *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #6 bars: 30"minimum -a 12.Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according Q CM Roofs: 3. Grout all cells containing vertical reinforcement in V-0"maximum lifts. sperm to the manufacturer's requirements. C LVL or Parallam Live Load: U240 4. Provide cieanouts per ACI 530.1-11 in the bottom course of masonrywhen the wall E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Total Load: U180 Fb=2,600 psi Fb=2,325 psi and valley material. 0 5' height exceeds -0". Fc=750 psi Fc=900 psi -aa> 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi , n- c o • c cv va tm c_ 3 t � -a c ca vi c 0 a� v vi c4 ai All window, door and soffit assemblies shall be designed to withstand the design 0 pressures indicated below and shall be installed in accordance with the L manufacturer's requirements. c LM 'vs a� Metal Connector Fastening Schedule Simpson ID USP ID Uplift Ca city(lbs) Fasteners Anchorage (U.O.N.) WIND PRESSURES ON WINDOWS, DOORS & A35 MPA1 n/a (12)0.131"x 1%" n/a SOFFITS (psf) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2%"or(12)0.162"x 334" 5/8"w/T'embed °'v _= AB U66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2'r4"or(12)0.162"x 3%" 5/8"w/7"embed CS16 RS150 1705(SYP r SPF) (11)0.148"x 3"in each end-(22)total n/a " AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 c' Pos Neg Pos fJeg DSP RSPT 2 775(SYP o 5PF) (8)0.148'x 1'f� into studs n/a _. _ _._ _ ._ .__.�.. _ _� .. _� _a___.__.. � --- (6)0.148"x 1%"into double plate 0 to 20 sf 24.2 32.4 24.2 26.2 DTT2Z DTB-TZ 2145(SYP) 1835(SPF) (8)'/; x 1% SDS '/z"w/4%"embed (mono)and 7"embed(stem) 20.1 to 50 sf 23.2 30.1 23.2 25.2 GBC HC520 n/a (5)0.131 x 1'/i into gable brace n/a _ 50.1 to 100 sf 21.7 -27.3 21.7 23.8 (7)0.131 x 2'/."Into double plate 100.1 to 200 sf 20.5 -25.2 20.5 -22.6 H2.5A n/a: use RT7 600(SYP) (5)0.131"x 2%"in each end-(10)total n/a .r 200.1 to 500 sf 19.5 23.0 19.5 21.5 H2.5T n/a: use RT7 545(SYP o SPF) (5)0.131"x 1'/2"in each and-(10)total n/a c Soffit Design Pressure 1 24.2 -32.4L 24.2 -26.21 H3 RT3A 455(SYP) (4)0.131"x 21/."in each end-(8)total n/a tM Base Design Pressure 20.50 GCpi=30.18 H6 LFTA6 950(SYP) 20(SPF) (8)0.131"x 2%"in each end-(16)total n/a .T HS RT8A 745(SYP) (5)0.148"x 1%"in each end-(10)total n/a HDQ8 n/a: use UPHD8 7630(SYP)5495(SPF) (20)'/,"x 3"SDS 718"w/ 15"embed(SET)P epoxy only) HDU5 PHD5 5645 SYP 4065(SPF) 14 '/V x 2%"SDS 5/8"w/7"embed(mono)and 12"embed stem °D HDU8 PHD6 6970(SYP)5020(SPF) (20)'/,"x 3"SDS 7/8"w/ 15"embed(SET-XP epoxy only) HETA16 HTA16 1810(SYP) (10)0.148"x 1%" 4"embed HTS20, HTS24 or HTS30 HTW20. HTW24 or HTW30 1450(SYP) 1245(SPF) (10)0.148"x 3"in each end-(20)total n/a f HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148"x 3"into wood n/a ,r U (4)'/, x 2% Titan into CMUCL (4)% x 1%"Tien into concrete TYPICAL EDGE STRIP(5 HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 21A 5/8"w/7"embed(mono)and 12"embed(stem) a=4.5' HTT5 HTT5 5090(SYP) 4375(SPF) 26)0.162"x 2%" 5/8"w/7"embed(mono)and 12"embed(stem) os W .�. LTP4 MP4F n/a (12)0.131"x 11% n/a Q TYPICAL INTERIOR ZONE(4 LSTA18 LSTA18 1235(SYP) 1110(SPF) (7)0.148"x 3"in each end-(14)total n/a E W LTS12 LTW12 775(SYP) 65(SPF) (6)0.148"x 3"in each end-(12)total n/a , MSTA24 MSTA24 1640(SYP) 1455(SPF) (9)0.148"x 3"in each end-(18)total n/a 8 0 MSTAM24 MSTAM24 1500(SYP Or SPF) (9)0.148 x 3 into wood n/a (5)'/, x 2% Titan into CMU _ _ __. _ ..._ _ _ _ _ ._ W .. ° Z IOC (5)'/,"x 1%"Titan into concrete Z MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total n/a I MSTA36 MSTA36 2050(SYP Or SPF) (13)0.146'x 3"in each end-(26)total n/a (LD ::..: MSTAM36 MSTAM361870(SYP 7r SPF) _ (13)0.148"x 3"into wood n/a 1 11.1 Q Z (8)/, x 2/, Tien into CMU Q > Q (8)Y,"x 1%"Titen into concrete L MTS 12 or MTS 20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"In each end-(14)total n/a cLU U I MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0.148"x 3"into wood n/a Z ~ IJ {4}% x 2'/, Titan into CMU __ _ t . _ ...__ _u. _ ...... (4)%,"x 1%"Titan into concrete PA51 TA51 2940{SYP r SPF) (14)0.162 x 2'�"or(14)0.162"x 334" 4"embed U a SPH4 or SPH6 SPTH4 or SPTH6 680(SYP) •85(SPF) (12)0.14&'x 1'/2" n/a JOB NUMBER17-12161 COUNfY; x 1'r4"into Lu • . _ SSP RSPT6 350(SYP o'SPF) (4)0.148" studs n/a _ x 1'.�"into double plate NTS (3)0.148., STHD14 STAD14 14210(SYP Or 5PF) (30)0.148"x 3%' 14"embed DO NOT SCALE THIS DRAWING = _.._.__ ELEASE DATE. Notes: 08-16-17, 1.All connectors are manufactured Simpson Strong-Tie or USP Structural Connectors U ON __ _ ,_ OFFICE COPY LVISKM 1 2.SYP= Southern Pine SPF Spruce-Pine-Fir, 3. Mono= monolithic concrete; stem masonry stemwall or bond beam o nce . . _ __. . _ . DRAWN BY: CMF 4.Anchorage refers to threaded anchors with noted diameters and embedment depths � � CHECKED BY: REVIEWED FOR CODE COMPLIANCE wFSS CITY OF ATLANTIC BEACH � GENERAL NOTES SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS = SHEET: REVIEWED BY: DATE: N a>• O ci c � STEMWALL W N LL 88 = T� J ,yyC � CC 091 Y W Q ci rte\ N W L* W H C= co N�� O N C W CD O N Q to U) co V' 94'-8" F(%SET 8 TREATED LEDGER wl 72 O d HDG ANCHOR BOLT @ 18"O.C. 17, fl " O o 24'-10 " " fl '00 036 ADHESIVE w/4"EMBED.) 5'.3- m 2-0 7-0 g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - — I I — — - - — — tTl — — - - —1 — — — —1 — -" — — — I I r - - _ _ _ - - - - - - - - - - -SPECIAL EMBEDDED STRAPS 1 m N 18�.0,�" I I I REQUIRED AT"NARROW WALLS" 8 FLORIDA C.A. NUMBER:25846 SEE DETAIL"C"ON SHEET S-8 I I B 2x8 REA ED OD ISTS 16" C. I STEPS BY °� � — - - - - - - - - - - - - - - - -- - zo I I I I I SD-1 7 BUILDER I � uuuruy,,,'! L S28-4HANWR 11' OR CE -� I Z m SI I .•,• ' •. UG-1 > — — — — — CD — — — — — J I N - - - - - - - - - - - - - - - - - i L_ _ _ I � o � = 5 ' III AL m I Loy o a I OTE s = No TRIPI 12o ~ I I CONTINUOUS FOOTING 3 I — — — — — — — Fr op L —— — — —I— — J m o I I ACROSS GARAGE _ "(� OF s SD-1 I I m w N I I DOOR OPENING f UC212.3 HANGER — — — — — — — — ::. :::. w Li .; -(A r/ w/(16)Y47x 2�TITEN :J m `o ''o '® •• �•4 � .+•• 1 SCREWS INTO MASONRY _ Lu (STOP LEDGER SO THAT J I I a 9 `o BEAM HANGS INTO CMU) ~ _ — — — — — — — — — — — ca %Im c $' � � \,�"! SD-1 N FLOYD S.SIMPSON,PE L _ FL PE No.50791 c OMMENTS: K N I cc d I I 21'-9" 3'-1 6'-9" 11'-0" 2�" I '-4" Q z SD-1 cry L I LUS210-Z HANGE I I „ I ( o I c cn SD-1 I ID. ooh !' o W w V 59 o I J I I � " W I o 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF 6"x 36"x 12"PAD FOOTING SD-1 Nil "J `� OR FIBERMESH OVER 6 MIL VAPOR BARRIER WITH(4)#5 EACH WAY COVERING CLEAN AND COMPACTED FILL SEE DETAIL"P"ON SD-1 I I „ c i W I i I I f c .............. ........ _ -�- - - ....................... .............. ........ 1 ............. ......... .,k.�.,,,-.,..r,-...'..s ............. .......... .....•.n,...,..........,,.. .......-... .....,. .. .....,,.... ....... nz N I::::::. . :::::::. . ::':::::::::::. :.::::.......•.::::. :::................................ .............................................................................................................................................................. ... :::................ I ................... ................................................................................................................... ...................:..... ..........:.:..... .. .................... .. -� O I ::::. ....... .. ....... .:::::::. .. ..::::,:..:::::::::. . :::.:.::::.::::. . :. .. . . :::: :. . :. :. . :. :::.:::::.:::::::::::. :. . ::::. . :.::.... . :. . ::::::..... :::. :: ..........................:.. cc u0i co f N :__ r c�•� I I I ROVIDE RECESS k:: I rn I FOR SHOWER k::: is>; : ) I I 2x8 TREA ED LED ER w/ k: : : : I , HDG ANCHOR LT@18"O.C. v; -6" (SET ADHESIVE w/4"EMBED.) a� I cj tH s 2x12 TREATED LEDGER w/ L- — — — — — — — — _ - - -- - - - -- - - .. ............ . . F- �"HDG ANCHOR BOLT @ 12 O.C. :::.:.:.� (SET ADHESIVE w/4 EMBED.} I I I I k v> I U) 16-0 3 I L a PROVIDE RECESS----l_ FOR SHOWER a I SD-1 I Q I I H k... .. . ,� X V-1 - N I � _ _ J: : -::'- ;;:::': :: :::: :::::INV tl .... :.... :. :. :........... . ......... .. . . . . . .. ............. . ... ..... .. . ............. .. . ..... .. .. .................................................................................... .............. :. . — — — — .... ....I 16 10'-3" 5'-0 I: : k r. ...._ :'..:::. _':: :. :. : __::. :_... ':._ ::::_ ::::. :. :': :. .... ........ tB I r 2x8 TREATED LEDGER w/ " 9 `� 2x TR ED OD IS 16 C. ,� SD-1 I I::; 0 k:::::::':;� "HDG ANCHOR BOLT @ 18"O.C. .... ..:. .:I I m Ei (SET ADHESIVE w14"EMBED.) I' :': .:� I c I I I . .:I :: :. - - - - - - - - -- - - - - - - - - - - - - -- - - -- - - - .. r US28-Z HANGER $ a L - - -- - - -- - r `_� - :: ........................................................................................................................................................................................ ::: .: N TYP. i:r: iiil ( ) No � V 0 Lu — —— — — — — — — —— — — —— — — — _ _ _ _ _ _ _. — _ _ _ _ _ Q W :i:':�:•:i:'ii:•isi'i: :i•is�i:i':•i::i•i:•isi'isii:ii•r:•:?::•rr:•::i'i:•`:•:irrrit:'r?:�?:i'F?:�F.f:•::•:ii:�:i•i:�i:•i:•:i:4::iii':?::C :•i:(i':i::'::'::( :'::?i:?::•:?:}isii•::(i'i?r?r:C :•::.{i•:•:::•i:•:•::•i::•i?:::'iia:F:i}: iii:i'iiiii C I 28'-8" 12'-8" 24'-8" 21'-8" T-0" E Q m Q V '� z p Z OC CJ=SUGGESTED CONTROL JOINT J LOCATIONS(SEE DETAIL"T"ON SD-1) 2- =DENOTES W Q Z =DENOTES TWO STOR t > Q FOOTING CONDITION w fit! FOUNDATION PLAN W o CONTRACTOR SHALL VERIFY ALL DIMENSIONS V a C USING FINAL APPROVED FLOOR PLAN PRIOR J ER: OU I TO CONSTRUCTION W 17-1216 DUVAL rn Y4"=1'-0"(U.O.N•) DO NOT SCALE THIS DRAWING = ELEASE DATE: 08-16-17 ci c d� c DRAWN BY: CMF -p) CHECKED BY: C FSS TI FOUNDATION PLAN OFFICE COPY SHEET: oSm2 t N FULL HEIGHT WALL SHEATHING NOTES: • 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 00 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 10'-1 Ye"-U.O.N. w N 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 LL $ SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. _ 5� 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'BRITTLE'(STUCCO)-U.O.N. o - NOTIFY ENGINEER OF ANY VARIATIONScn w Y I) F+1 C, O 2 w H C co pN O CcoLu 1� V z o rn co LI: Q N OOG 07 OR S in D-3 E O a © TYPICAL ALL 00 EXTERIOR WINDOW AND DOOR OPENINGS 8 NOTE. _ _ _ _ _ _ __ _ _ _ _ _ EACH REAR POST SHALL BE TREATED = - - - - - = _ - - - = _ — _ = = = — x2�O1C ®_ _ — _ _® I , NARROW ONSTRUCT ING APA NARROW WALL METHOD 4x4 POST ON ABU44-Z POST BASE BEAM(TYPICAL O I 11 R1 WITH HEADER CONTINUOUS s FLORIDA C.A. NUMBER:25846 STRAP POST TO EACH BEAM ABOVE III _ WITH 1 H6-Z CLIP OR(1)MSTA24-Z II I ( I ACROSS RETURN WALLS O SEE DETAIL"C"ON S-8 TYPICAL ALL POSTS-(U.O.N.) III �I I R I IIII I I ( ) dd1l�Hiti111fHi)►tf SEE DETAIL"U"ON SHEET SD-3 I I( �II D-3 IIII Lu I I tai+ NOTE: III � THIS OPEN PORCH CEILING III 1 ¢ z IIII I i „ 3 " ui III (2)2x10 HEADER I p 92 o -H IIII I I c �••``L,� '' '�•° REQUIRES A MINIMUM/B SHEATHING 2J 3K 4 : : I � w 2 � _ � 79 _ SOLID BUILT-UP o o FASTEN WITH 6d COM OR BOX ` _ CORNER wuiNl IIIIXo II No.Sq NAILS AT 6 O.C.ON EDGES —'— —.—.--.—:.. _C01_ — C m m=° S AND 12"Q.C.IN THE FIELD III ....—... — —'—_ _ — — — z I I rt OF TA III T � II II`�� 1 1 STRUCTURAL BRACKET '� '•. Qv:' �'•� III IIII I I 'ONS-8) IIII III SEED TAIL"D"ON S-8) c p� ••4 ® IIII I11 IIII I ' IO Il l I IIII IIII IGARAGE DOOR NOTES " I# IIII (2)JACK STUD c 08-18-17 III= 2 KING STUDS 1. INSTALL O MSTA30 STRAP AT EACH END �, FLOYD S.SIMPSON,PE I: IIII OF GARAGE DOOR HEADER.NAIL STRAP Lp V i IIII O I ( INTO HEADER AND JACKS BELOW c OMMENTS FL PE No.50791 aLu III ....... . . . � II •- o I( IIII I I I 2. EMBEDDED STRAP AT EACH END OF GARAGE rn III, ' o I ¢ z I I DOOR OPENING SEE DETAIL"F"ON SDA a Illxz �� IIII I � +� II z II �, IIII o "�"" , o III�o II IIII I o IIIN II IIII : : uix C14 II III II 1111 : . ma v II } III 11 IIII (2}2x6 BUILT-u I I I o I� III I I( PAST ALIGNED w/ I I I �� IIII (6)2x6 BUILT-U TRUSS L05ABOVEcc III I� IIII POST(MIN.) INSTALL SQLID BLOCKING i I I R III I: IIII —EG01— BETWEEN FLOORS _ .$W�._ SDS III _____________ NO x 72}�xTY P6R�fi120 EAiGt c R i IIII IIIcc 0 ....................'::: .............. ... .... SD-3 IIII I I TOENAIL FLOOR TRUSS III ' TO SHEARWALL DOUBLE III f •••• I� PLATE w/0.131"x 3"NAILS . : . ,,vcn ern . : : .. 1 I @ 4"O.C. I �' III .......... III • ::: ...... .......... .............. . .......................... . . _ . ............................ . . ........ . : I :..... . ............... . IL 2)JACKS I N II co w MIN. : . c `" ........................'; . ............. .CL III S co y o 2)JACKS I �I (2)2x12 HEADER III III MIN. I iI w Y 2J 2K III f�f I II N N III i �1 III (2)2x12 PORCH III m — - - - r- R SHEARWALL LEGEND: tj Fig SD-3 c' O7TE = NON-BEARING WALL 3 V (2)2x8 HEADER (2)2x8 HEADER (2)2x8 HEADER (2)2x8 HEADER (2)2x8 HEADER EACH FRONT POST SHALL BE TREATED W Q a 4x4 POST ON ABU44-Z POST BASE —� = BEARING WALL c m 1J 2K 2J 2K 2J 2K 2J 2K 2J 2K E STRAP POST TO EACH BEAM ABOVE E 0 ,4 WITH(1)H6-Z CLIP OR(1)MSTA24-Z _SWC_ 4 TYPICAL ALL POSTS-(U.O.N.) O = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2YO) = 0 Z SEE DETAIL"U"ON SHEET SDS NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON Z IlIX NOTE: INTERMEDIATE SUPPORTS THIS OPEN PORCH CEILING _SW-3 _ °�' U) J REQUIRES A MINIMUM%'SHEATHING C� = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2 Yz') 0 L u 1-- Z FASTEN WITH 6d COM OR BOX NAILS @ 3 O.C.ON EDGES AND 12"O.C.ON 2 > Q Q NAILS AT 6"O.C.ON EDGES INTERMEDIATE SUPPORTS L w � WALL LAYOUT - FIRST F LOO R AND 12"O.C.IN THE FIELD _ c H SBS SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL c W p NOTE:ALL EXTERIOR WALLS SHALL BE"SWC"AND SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER DETAILS"A"&"B"ON SHEET SD-2-U.O.N. W J NUMBER:1T-1216 COU bWAI MALL WOOD FRAMED HEADER LEGEND: Y"=1'-0"(U.O.N.) y DO NOT SCALE THIS DRAWING SIZE OFFICE COP OF HEADER = ELEASE DATE: OS-16-17 2 2x HEADER o, c J K § DRAWN BY: QUANTITY UANTITY G CMF C CHECKED BY: OF JACKS OF KING STUDS wFSS i NOTE: �' WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM FIRST FLOOR (2)2X6 No.2 OR BETTER SYP.ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM(2)JACKS AND(1)KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH NS �3 MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) FULL HEIGHT WALL SHEATHING G W N `r' E ^ LLL S Ld 5 Lu Y � N c O Lu =11 cc �Ir � C O co C CN uiZ O = N do O d tFm 00 © 75 HOLDOWN NOTE: - - - - - - - - - - - - - - - - - - —_ —_—_ —_ — _ —_ — _ — _ —_—_ —_ —_ —_ —_ —_ —_ , ONSTRUCT USING APA g� EACH REAR POST SHALL BE TREATED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — 4x4 POST ON ABU44-Z POST BASE —� � —® NARROW WALL METHOD � STRAP POST TO EACH BEAM ABOVE III TT5 III WITH HEADER CONTINUOUS III III HOLDOWN I I ACROSS RETURN WALLS s FLORIDA C.A. NUMBER:25846 WITH(1)H6-Z CLIP OR(1)MSTA24-Z TYPICAL ALL POSTS-(U.O.N.) III III jR IIII f I (SEE DETAIL"C"ON S s) SEE DETAIL"U"ON SHEET SD-3 Ifll I I cc100111a. a. SI Mp,,y`'''', III IIII I I cp ...,� 0 -, III HTTS TT5 IIII II L ©�.�� N •••'•� III HOLDOWN 0 HOLDOWN "- III �oL_ III ° IIII I i 0� = I 4, HTT5-KT HTS24 ATB IIII I I III ,� ' HOLDOWN w/DTT2-Z or LTT206 IIII III 4«o- ,p o• % �j*,.• . ® HOLD owN AT SILL IIII Ilii I I FL O III III ,p III I�: IIII IIII I I GARAGE DOOR NOTES � �'f r��ul09igg=`�hl If IIII 1. INSTALL U MSTA30 STRAP AT EACH END E 'FLOYD S.SIMPSON,PE III II IIII I I OF GARAGE DOOR HEADER.NAIL STRAP c � FL PE No.50791 III I IIII ........ ' : . I I INTO HEADER AND JACKS BELOW cc III IIII13 • OMMENTS. �� IIII : NTT I I 2 EMBEDDED STRAP AT EACH END OF GARAGE rn III �� IIII H©LDOWNI I DOOR OPENING SEE DETAIL"F"ON SD-1 c LD III II II►I S?III 11 IIII o II a III }1 IIII � I I RODS @ 4'0.C.MAX I I co III �� IIII HT T R — HOLDOWN La • t_ = _ ENV • • _ _ _ _ = � =_® -� III ia. IIII DTT2-Z DTT2-Z ce III ccIII I�. IIII III R I IIII HOEDOWN vo \\ HTT/ o HOEDOWN III 'v-2i IIII HOLDOWN : III D-3 HTS24 AT BEAM N w/DTT2-Z or LTT20B IIII III HOLDOWN AT SILL J x. III p .............. : : � 0 TT5 a III RODS @ 4'0.C.MAX : HOEDOWN ; . 0 III i= HTT5-KT • HTT ® NOTE: ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, HOEDOWN ::: .............. �d Zd HOLDOWNa . ... III .... : TT .Q . . ................... III 15600 SCREW OR HOL'OWN ALTERNATIVE TO SPH_AT DOUBLE PLATE, v .............. : : III (2)SIMPSON SDWC 15600 SCREWS STUDcc ... DOUBLE P PER SIMPSON DET AIL ......... ...... cc .............::. III III3 ' 0 DOUBLE c PLATE . . : . . ....................... : . ............. . III 2 v 0 t . . Il � III �" ii 'I •� II III 1 MAX • II III 8" MIN, o � : : • I III 1 MAX i STUD SDWC 15600 c I HOEDOWN HOEDOWN HTT = = = = _ _ = = = = = = = = = = _ _ = = _ = _ = = = = = = ==® SCREW S V rn .c HOEDOWNC3 r_R SD-3 F H _ t OTE: wEACH FRONT POST SHALL BE TREATED c 44 POST ON ABU44-Z POST BASE E ELEVATION-SDWC 15600 00 STRAP POST TO EACH BEAM ABOVE E O WITH(1)H6-Z CLIP OR(1)MSTA24-Z 8 _ V TYPICAL ALL POSTS-(U.O.N.) - W F— Q SEE DETAIL"U"ON SHEET SD-3 OPTIMAL 22Y2'ANGLE 4 z _p Z CC LD Vy Q Q DOUBLE 3�°\\�\ 11 Q° J a PLATE �\ III � ; a Q m - FIRST � ' f - W � �' TIE DOWN LAYOUT S LOOK 3"(+/ 1/41 � Z 31 SDwC 1 c W 0 SCREW Q V a STUD p, J E OU ttl 17-1216 DWAL SECTION-SDWC 15600 Y4"=V-10"(U.O.N.) n DO NOT SCALE THIS DRAWING = ELEASE DATE: OFFICE COPY 08.16-17 _ 08-,&, DRAWN BY: CMF THREADED ROD LEGEND: c CHECKED BY: • = 8"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE WFSR NOTE: (4"MINIMUM EMBEDMENT REQUIRED) "KT" = SCREW KIT QUIRED WITH HTT5 _ .L TIE-DOWN LAYOUT HOEDOWN A NOTED LOCATIONS O FIRST FLOOR • 8"THREADED ROD FROM FOUNDATION TO UPPER `—" FLOOR DOUBLE PLATE = SHEET: (4"MINIMUM EMBEDMENT REQUIRED) CD S �4 p = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE N O WALL SHEATHING FULL HEIGHT NOTES: f v � 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 G N SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 9'-1% LJ.1"-U.Q.N. C14Ch E IRM 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 LL Lj SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1%"-U.O.N. _ c 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. p w NOTIFY ENGINEER OF ANY VARIATIONS Y LM N0 O3; W 5 C6N C7 O Lu c � N Z o O c = N Q � CC! :92 o co Nt .8 F1 cc a FLORIDA C.A. NUMBER:25846 m ca `� ;• ,,S-APSE-�`;; y� yfca �„� FLOYD MS..IISIMPSON,PE FL PE No.50791 OMMENTS: IG f9 IC 06 SSP CLIPS TOP&BOTTOM @ 32"O.C. 8 &Ya"x 4Y"SDS SCREWS INTO FLOOR GIRDER BELOW @ 32"O.C. o RODS @ 4'O.C.MAX c Iv cc III III Z (2)2x6 BUILT-UP- : (2)2x6 BUILT-U 2)CS16 BETWEEN: : POST(MIN.) FLOORS ALIGNED : cn SII POST(MIN.) III X w(HOLDOWN BELOW SSP CLIPS TOP&BOTTOM @ 32"O.C. SII III &%"x 4�"SDS SCREWS THROUGH SOLE : � PLATE INTO FLOOR TRUSS BELOW ............................FE SII :III . .. ... . ......11� . .. .... . ..... III.:::...: : . ... ..... . . � : : ........ : : III :III 2)CS" BETWEEN FLOORS ALIGNBD : . w/HOEDOWN BELOW ccv III : , . ..... ... . ...: ::. .............. :.... . ami cj � III . . III • o � III � III ❑ IIITHREADED ROD LEGEND: S ' III • _ %w THREADED ROD FROM FOUNDATION TO DOUBLE PLATE III III SD (4 MINIMUM EMBEDMENT REQUIRED) TYPICAL ALL I III EXTERIOR WINDOW AND �• _ %"THREADED ROD FROM FOUNDATION TO UPPER 8 IIIDOOR OPENINGS FLOOR DOUBLE PLATE L _ (4"MINIMUM EMBEDMENT REQUIRED)LO o SII SII c O = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE ca:011 19 V �� (2)JACK III III 2)JACKS — —�— — ❑0 - l MIN. /MIN. SHEARWALL LEGEND: a V — — — -- �� . ....... .... = NON-BEARING WALL LLJ a Q C S C S D = BEARING WALLM LLJ (2)2x8 HEADER (2)2x8 HEADER E m 0 2J 2K 2J 2K _ SW-6 D = SHEARWALLS FASTENED WITH 8d COM(0.131"x MY' � W � 0 NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON Z Q Z ac — _ INTERMEDIATE SUPPORTS y Q SW-3 12- ...1 H O = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2Y") WZ NAILS @ 3"O.C.ON EDGES AND 12"O.C.ON �, Q Q WALL LAYOUT - SECOND FLOOR INTERMEDIATE SUPPORTS c � ce W � SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL c w p c V a NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PERw J a 17.1216 ouN DUVAL DETAILS"A"&"B"ON SHEET SD-2-U.O.N. WOOD FRAMED HEADER LEGEND: =1'-0"(U.O.N.) O F F'CE �O�` , DO NOT SCALE THIS DRAWING SIZE Y = ELEASE DATE: OF HEADER � 08-16-17 U 2 2x HEADER d� c J K DRAWN BY: CMF QUANTITY UANTITY � NECKED BY: FSS OF JACKS OF KING STUDS w NOTE: m WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM SECOND FLOOR (2)2X6 No.2 OR BETTER SYP.ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM(2)JACKS AND(1)KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITHS �5 MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) Q ci c c c W 04 M I= LLLJLJ S zg OF Y 21 W �_ N Lu •� �� W N NNS 0 p c Lu co l LI: N Q � co 72 0 fZ r { 00 C � .S NOTE: v� H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR E03607 I I SIDE OF THE WALL TRUSS CONNECTOR SCHEDULE III I I I s FLORIDA C.A. NUMBER:25846 III III IIII I I TRUSS ID LEFT INTERMEDIATE RIGHT E01A J07(7) III II IIII II c ti�i�,tiicl�i�►ii�4 ,�� III IIII I I H2.5T OR H2.5T OR H2.5T OR c �•�'•;....--- ALL TRUSSES(ROOF) SDWC 15600 SDWC 15600 SDWC 15600 � �NSE ••. III IIII I I NOTE: E02p 1)ALL TRUSS CONNECTORS ARE BASED ON5Q� 1 r'/` •'; —. — Cl — —11 III ..:= ; :. .:=:_: _ — _:___....:.. ING DOCUMENTS = = UPLIFTS COMPUTED BY ENGINEER OF RECORD III IIII I I STRUCTURAL BRACKET UPLIFT VALUES IN TRUSS ENGINEER (SEE DETAIL"D"ON S-8) SHALL BE DISREGARDED IIII III I I -� 4'••``��`�� ® TTo IIII 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM a� p� SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER cc �,,,� � 17 III IIII DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR a L��t3 S.SIMPSOR PE I�. APPROVAL BY THE ENGINEER OF RECORD AND THE cc FL PE No.50791 III P. IIII 11 CONTRACTOR __ MMENTS: III �; IIII I I 78 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED III I I AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR �� IIII I I APPROVAL OF THE ENGINEER OF RECORD o v III �� IIII i i 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE C III II (III I I INTERIOR SIDE OF WALL IIILL I I IIII I I (5)REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS III IIII ca TREAT LEDG R I I ca IIIG03w (5)0:131 x 3" S II IIII IN EACHIRUSSEID III IIII o — —— — III IIII J02(2 y III 11: III Lr IIIIIII yµ ' i I IIII : .... ......... ......... s III .............. _ Eb3 III t III ~ L . I luc III III ...... ......... .... : cc FOR .... .. ......... ...... • . ... ...... ..... .. ...... ..... ..... '.'...... ........ ' c III . ..... ...... ... ........ III � c B03III L 111102 Ill I � III o K01 2 Ile III o I J02(2 III jol cv H03(3 LL 4 V •= V T 2x6 TREATED LEDGER w/(4)0.131"x 3"NAILS o m W a � ,� INTO EACH TRUSS END E O m Q W Z Ix 1 J w Q z E LOWER ROOF LAYOUT °'Its > ca L Z W � W a), E) a. = JOB NUMBER:17-1216 DUVAL W rn V=T-0"(U.O.N.) y DO 140T SCALE THIS DRAWING = ELEASE DATE: 0&16-17 v C 0&18.17 c DRAWN BY: CMF c p� CHECKED BY: cFSS IA�, W LOWER ROOF LAYOUT .c OFFICE COPY P- SHEET: 0S �6 N i c � c c 00 •c � LL M LJL S n Z LuLm 8 itW w t= M c I c W N Z CD o C4 Q tV co t? OCG .g c cc NOTE: -�0 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR d, (n — El ElSIDE OF THE WALL � LJ — TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT S FLORIDA C.A. NUMBER:X5846 cai \1118111111111111/I//I ` H2.5T OR H2.5T OR H2.5T OR `o ALL TRUSSES c �,o` S S i M/J� '',.,, 4F — -- SDWC 15600 SDWC 15600 SDWC 15600 D. y. •ENS •; '''. NOTE: `O,.'°��C' •.�G 1)ALL TRUSS CONNECTORS ARE BASED ONUPLIFTS COMPUTED BY �1 OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS �0 54 o SHALL BE DISREGARDED "• �P� � pF ; cr = I 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM ' ' '+• •" SHOWN SHALL BE USEDBY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR "Ilull, i6►�F1 APPROVAL BY THE ENGINEER OF RECORD AND THE E, FLOYD S.SIMPSON,PE CONTRACTOR m FL PE No.50791 c OMMENTS: 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR cc APPROVAL OF THE ENGINEER OF RECORD L 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL a vo (5)REFER TO MANUfACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS 0 0 III cn c �1 3 111 'IIIcq a ca :cl • c : ca ami SII III I 2. . .. I� { L : R ❑ II ..........I ....... . . : cc II III13 I II I Icn 12 II IIii HJ14 14a 1 Ill III J13 J13 SIICDSII III ill CN uj E m La a m � Z Q Z .J P UPPER ROOF LAYOUT ILD � Q Q Z tm w U CL CI W OB NUM 17.1216 CDU'•DUVAL Lm MAW =1'-0"(U.O.N.) DO NOT SCALE THIS DRAWING = ELEASE DATE: 08-16-17 c � c 1 DRAWN BY: CMF c p� CHECKED BY: cFSS Lu TITLE: Em UPPER ROOF LAYOUT = SHEET: OFFICE COPY N 0 i c V Lu N LL Lm E$ n 01 L!J CD c OF Lu N O = OVERHANG EXTEND RAFTER PAST DIAGONAL Lu f- � M N _d 11.8" c N OVERHANG 3'-4" w 0.131"x 3"NAILS @ 8'0.C. c cz ROOF SHEATHIN STAGGERED ACROSS cn Ll: INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS 0.120"x 3"RING SHANK IN THROUGH TRUSS INTO RAFTER 0.131"x 3"NAILS 8"0.0 � ROOF SHEATHIN @cy OVERHANG AREA FROM OPPOSITE SIDES OF NOTCH INCREASE NAIL SIZE TO STAGGERED ACROSS 0 0.120"x 3"RING SHANK IN ALL INTERSECTING MEMBERS cn CR OVERHANG AREA S. � rn : O a 1x6 T&G DECKING-___ 43co • 1x6 T&G DECKING- ---0 2x6 RAFTER SLOTTED INTO GAP RE-ENGINEERED TRUSS I RE-ENGINEERED TRUSS 8 FLORIDA C.A. NUMBER:25846 BETWEEN CORNER HIP JACKS EARING WALL LOWER RAFTER TO ALIGN WITH 2x6 RAFTER SISTERED TO SIDE ELEVATION L ,�� ,�� BOTTOM OF T&G OF TRUSS.LOWER RAFTER TO EARING WALL �+ ALIGN WITH BOTTOM OF T&G (i.e.RAFTER IS NOT CUT OR NOTCHED) ELEVATION `°ON c`�' S' pSO°�'' o 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS L Npjr X079 3 = LOWER RAFTER TO ALIGN WITH 2x6 RAFTER SISTERED TO SIDE ' € BOTTOM OF T&G OF TRUSS.LOWER RAFTER TO ALIGN WITH BOTTOM OFT&G o s°'-,,4 °'•. �OP•'�•^�'� � (i.e.RAFTER IS NOT CUT OR NOTCHED) cc �� h'•� `'° c 4�+. 4� a`• I E FLOYD`5:� � PSON,PE EARING WALL ccv, FL PE No.50791 OMMENTS: PRE-ENGINEERED HIP TRUSS RE-ENGINEERED TRUSS U L O EARING WALL $ a� PPLAN VIEW LAN VIEW 0 0 A CORNER HIP RAFTER DETAIL A RAFTER TAIL DETAIL m j 3 v cu ui c rn DOUBLE PLATE c - I co a� L H ci c Lm 0 0 HEADER(AS NOTED)MAY BE RAISED TO BOTTOM OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIREDcc AT TOP OF OPENING WITH RAISE)HEADER. j ° I -v FASTEN SHEATHING TO HEADER tm IN 3"GRID PATTERNAND FASTEN • ° SHEATHING TO ALL FRAfANG @ 3'O.C. 0 (2)MSTA30 STRAPS co c USE 0.131"x 2Y"NAILS AT ALL LOCAMONS(U.O.N.) • ° y 2x6 LEDGER ATTACHED TO ■ ° EACH STUD/GARAGE HEADER c FASTEN PLATE TO HEADER • • ° BEYOND w/(4)0.131"x 3"NAILS @ 16"O.C. z tm w/(2)ROWS OF 0.131'x3Y'@ 3'O.C. ° ° MINIMUM(3)STUDS IN.2x6 TRELLIS RAFTER 0 ■ ° @ 24"O.C. a ALL EXTERIOR BRACKET/TRELLIS $ MINIMUM(3)STUDS ° , ° MEMBERS SHALL BE TREATED 0 3)10.131"x 3"TOENAILScc c AT RAFTER TO EACH END NOTE: 3)0.131"x 3"TOENAILS (TYP) rn V AT RAFTER TO EACH END c SHEATHING ONLY SHOWN FOR HALF-LAP JOINT IN MEMBERS MIN.4x6 BEAM a MINIMUM%6" NARRO I WALL SECTION. w/(2)%"x 3"SDS (TYP.) $ _ RAT®SHEATHING • ■ • ^ ° ° REMAINI VG SHEATHING NOT SHOWN OR CLARITY. Ya"x 6"SDS SCREW x4 MEMBER c-° W ° (POCKET SCREW AS REQUIRED cc W Q NAIL BLOCKING TOGETHER TO ACHIEVE MIN.3"EMBEDMENT)(TYP.) 4)0.131"x 3"TOENAILS E m AT BEAM TO BRACKET $ w/(3)EVENLY SPACED E _ !Q ■ " ° 0 0 O O 0.131 x 3� SHEATHING--- (TYP.) e ° co I • • • MIN.44 MEMBER Z W " 1 STHD14 EMBEDDED STRAP x 4Y"SDS SCREW (OR H11T5 IF NOTED) • ° ° (POCKET SCREW AS REQUIRED TO ACHIEVE PROPER EMBEDMENT) a Z C %"EPDXIED ANCHOR BOLT ° STHD14 EMBEDDED ST MIN.4x4 MEMBER ) ; Q Q w/T MIN.EMBEDMENT w/ ° ° (OR HTT5 IF NOTED} .c MINIMUul2'x2'xis" Z PLATE WASHER C3 0 Lo 2x6 BUILT-UP NOTE: L" w ° ° JACK/KING ALIGN BRACKET SCREWS w p STUD POST TO PENETRATE INTO STUDS E U a CONCRETE FOOTING (NOT BETWEEN PLIES OF c JACK/KING STUD POST TYPICAL) rn OBNUMBER: ° ° a PER FOUNDATION PLAN w 17.1216 :DUVAL !I a �� ,a d 1q"x 6"SDS SCREW S l'SCALE TDRAWING U.O a (POCKET SCREW UP TO 2')(TYP.) DO NOT a = ELEASE DATE: a. a a 08-16-17 d v 4< c v� c 'E DRAWN BY: CMF c 'pM CHECKED BY: FSS c DETAIL-NARROW WALL METHOD D DETAIL- BRACKET OVER GARAGE � ;DETAILS s.a ss OFFICE COP SHEET: Y o N S �8 ci BRICK VENEER WITH In AIR SPACE AND WALL TIES c c c co BRICK VENEER WITH 1"AIR SPACE w N CONT.FLASHING;PROVIDE WEEP99 HOLES @ 33-O.C. AND WALL TIES Lm w 8 GROUT AIR SPACE BELOW FLASHING T ui• g' I 2 r r ' J •c SILL PLATE CONT.FLASHING;PROVIDE WEEP I I CONCRETE SLAB v > HOLES @ 33-O.C. I I I p 'ern GROUT AIR SPACE BELOW FLASHING a. _ CONCRETE SLAB SILL PLATE O = CV CONCRETE SLAB ` \\/////////////////i I I I I BEARING POST AS NOTED GRADE //\\ \\\\f/\\// /\\ I I ( I rT l ( ) GRADE \/\ \ \/\/\/\/ CONCRETE SLAB ti //r, , \\//\\//\ \\ \\//\\/ o CONCRETE SLAB M GRADE /\\j\\\\ \(1)#5 CONT. P--a---a \ \\/\\ \ \/� ° , _ �.` CONCRETE SLAB \r8"CMU STEMWALL WITH(1)#4 @ 48"O.C. CN AND IN EACH CORNER. ✓\/ ° ° \ \ / //\//\//\ ADD 8 x 16 CMU TO INSIDE OF °°` \ \ \ \\\ -= e o ---&---=--- \ z \ : _ \ \\ \\ \\ \\ \\ GRADE . " \/\/\/\/ o - \\ 4' _ ' // ///// STEMWALL AT POST LOCATION WITH a ° °a 9 zcv FILL CELL SOLID AT EACH#4 REBAR. //� �. �Q . \\�\ .� ° <� \\�\\/ \� g rn HOOK REBAR 12"INTO SLAB AND 6"INTO \\ /r/%'//' /' // /\\\//' (1)#4 VERTICAL IN EACH \/�\\�/ �i\//\/i z /i!�/��`' `r°/��/ �i i \ \ \ \\\\ \\ \\ FOOTING. \/ /\\/\\/\j\\/\\� ' \// // //////////✓/ /r /\/////\//\ \//\\/j/, \i\\r /\\/,� r- " 1 1'-5" ONE STORY- 3 #5 CONT. S NOTED REINFORCEMENT(AS NOTED) (AS NOTED) REINFORCEMENT(AS NOTED) " coo ONE STORY- 2 #5 CONT. 1-8 -0 (1)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) o 8 1'$" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. Eco a: A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - P D FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE rp SECTION - INTERIOR BEARING PAD FOOTING SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 3 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. i 1 f ca I o FLORIDA C.A. NUMBER:25846 SILL PLATE PA51 STRAP NAILED TO GARAGE cn — 3"MAXIMUM OVERHANG(OPTIONAL) co-� DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO CONCRETE SLAB o FOOTING AS SHOWN. _ DOOR POST. CONCRETE SLAB GARAGE cc SILL PLATE w ? EMBED STRAP INTO FOOTING AS SHOWN 0 � � . v� CONCRETE SLAB N CD Q w LL v ``�� ® .••sss •°.VO ''iii #4 WITH 6"HOOK INTO FOOTING z /\ \\j/\\j/\\j v�ci c0�°.•.�G� SF :? CONCRETE SLAB "~ `n /\\ \/\\/\\ CURB HEIGHT VARIES , GRADE ? — AND BENT 12"MINIMUM INTO \//��///fir /,�;° o p7g1 GRADE /\\%/\\\�/\(1)#5CONT. �,--.-- _ — _ — — THICKENED EDGE. o= GRADE GRADE / ) A, N 1 #5 CONT. ° \i8"CMU STEMWALL WITH(1)#4 @ 48-O.C. \/\/\AND IN EACH CORNER. AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. ' ? `�\\/\\/ .° \\'\ ,\ '` a 'FILL CELL SOLID AT EACH#4 REBAR. r //\ ,\/ c o Ft R\O°• a r % \ • fie //� °— °- s .v ° d-.. �.\/ \/\\/` " ''� © •°" 6- ``o " \/ °° / ♦ HOOK REBAR 16 INTO PORCH SLAB HOOK REBAR 12 INTO SLAB 6"INTO \ \\ /\y� IIGRADE = _ — _ //// //' \\ ° \\�\\ " 11'�IRI PE /\ \//\/ _ ° — °° \\\\\\ AND 6 INTO FOOTING. 8 (1)#4 CONT. FOOTING. 6" /i /, \� c —;—°-• — — °dam . \\ \/ OMMENTS: 6. 1'-8" ONE STORY- 2 #5 CONT. V-0" ONE STORY- 2 #5 CONT. \' //j\//\\//\\//\\//\\//\\//\\/�\//`//\\//\\//i\ \�\\\,\\\,�\\/ \\/\\,\\j\/�\\� NOTE: tm � 1'-8" TWO STORY-(3)#5 CONT. O /\\\\\\\//�/� �\/\\\ **ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA51 STRAP OR STHD14 STRAP SEE DETAIL R ON SD-1 ** REINFORCEMENT IS NOT REQUIRED 1-8 (2)#5 CONT. 1-4 TWO STORY- 2 #5 CONT. 6 M�` cc ( ) TO PASS THROUGH SLOTS IN STRAP. 0 B SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN CL 0 SD-1 NOTE: IF STEMW L HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48-CONTACT � f ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS, ENGINEER FOR ADDITIONAL REQUIREMENTS. c c F r SHOWER AREA F — rT SHOWER AREA °' cc ----� �- - MONOLITHIC FOOTING o, BRICK VENEER WITH V AIR SPACE — 3 AND WALL TIES „ ..z.' 8"CMU STEMWALL FORM E GE `° CONT.FLASHING;PROVIDE WEEP PLAN VIEW rn HOLES @ 33-O.C. PLAN V EW GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1w AIR SPACE v SILL PLATE AND WALL TIES a) c6 -0 1 Q w SILL PLATE (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP E coi HOLES @ 33-O.C. o, FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE BELOW FLASHING 6"MIN. (1)#4 CONT. SILL PLATE (2)MSTAM36-Z STRAPS JOINT FILLER SILL PLATE HEIGHT OF CURB VARIES CONCRETE SLAB NAIL WITH EACH COM O CRIPPLE STUD cn CONCRETE SLAB /— I N 6"MIN. CONCRETE SLAB NLL 1)#4 CONT. 000 0 oFASTEN STRAP TO FOUNDATION c -=- HEIGHT OF CURB VARIES(8-MAX.) • z 6"MIN. " \ 7/\� \ \ WALL WITH %" " HEIGHT OF CURB VARIES(8 MAX.) \ \\ (8) a x 2/a CONCRETE SCREWS GRADE CONCRETE SLAB - GRADE //\\ //\�//\� INTO MASONRY OR(8)Ya"x 1 a"CONCRETE v> GRADE \///\\///�, CONCRETE SLAB `n SCREWS INTO ETE. CONCRETE c 3"CMU STEMWALL WITH(1}#4 @ 48"O.C. / // GRADE /j\�\�\/\(1)#5 CONT. "Z SCREWS SHALL BE POWERS"TAPPER"WITH m °/�a \ \ \ \ —" /\\//�j\\\/`„ PERMA-SEAL FINISH OR EQUAL. \\j\ /\\j / °/` .8 CMU STEMWALL WITH(1)#4 @ 48"O.C. a� AND IN EACH CORNER. z j\\j� ///\ //\' / // // // //� / v� FILL CELL SOLID AT EACH#4 REBAR. `� g /// '' // // ° \/ \ " „ z i�\\\\ ,/\\\\\ \ ////\\//\\//\\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING ORtEi HOOK REBAR 12"INTO UPPER COURSE OF r \�r\\/ *' °•� ""' ` %\�` -�' \% \%%� 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. \ \�// a ♦ a /�\ s \ \ \ >\/\/ FILL CELL SOLID AT EACH#4 REBAR. STUCCO c \ \ \\\\ •- / ♦ \/ AND IN EACH CORNER. ,// // v',/ o \j \/\\/� BLOCKS AND 6-INTO FOOTING. \/ / /j�/jam //% \/� \ ° \%\ FILL CELL SOLID AT EACH#4 REBAR. r /\ j j\y\\ r \\/ ♦ ° .� \\/\\\/ HOOK REBAR 16 INTO PORCH SLAL AND — NOTE: s \" //\\//\\/ //\� \' \\\ \\\\\\\\\ \\/ HOOK REBAR 12"INTO SLAB AND 6"INTO ��\�/ //\\/�\/ /�\/�\// \" \// 6 INTO FOOTING. THIS DETAIL MAY BE SUBSTITUTED FORtm \\r 5 \�\/\ \� // //// / FOOTING. \\�\\,,\�\ \ \\ EITHER THE PA51 STRAP(STEMWALL)OR o 1'-5" TWO STORY- 3 #5 CONT. 6" V-0" ONE STORY- 2 #5 CONT. 6" \ THE STHD14 STRAP(MONOLITHIC). V-8" ONE STORY- 2 #5 CONT. 1'-9- TWQ STORY-(3)#5 CONT. 1'-8" 0 qE STORY-(2)#5 CONT. 1'-4^ TWO STORY-(2)#5 CONT. 11-8" \�\�j\\j\\j\ TWO STORY-(3)#5 CONT. 1'-8" 0 STORY-(3)#5 CONT, (2}#5 CONT. /i //// o c m V c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHICAT GARAGE WITH BRICK rG SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRI R DETAIL - ALTERNATE FOR PA51 STRAP OR v " SDA NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SDA NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD 14 STRAP C SDA NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER OR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. W Q Qo W E0 00 Q SILL PLATE 2 0 Z w W O vi 1— 1 #5 CONT. J O Q FILL JOINT WITH EIASTOMERIC NOTE: W Z SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) a) > Q JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGHI. L0 ca r NOT TO BE DAMAGED DURING THE CUTTING PROCESS. 1n TREATED POST S U CONCRETE SLAB SILL PLATE Sk PLATE Z O SILL PLATE (TYPICALLY 1 -4 HOURS IN WARM WEATHER) c w ABU—POST BASE WITH V a - - z PAVERS BY OTHERS c z 6"MIN. CURB HEIGHT VARIES GALV.ANCHOR EMBEDDED 'v� JOB NUMBER: COUNTY: H HT OF CURB VARIES(8-MAX.) CONCRETE SLAB „ c 17.1216 DUVAL GRADE �\ \/ °O GRADE C ETE SLAB CONCRETE SLAB FILL CUT WITH 1"DEEP xYa"WIDE$AW "_ " f 12 (SET-XP ADHESIVE) w �r8"CMU STEMWALL WITH(1)#4 @ 48-O.C. ��___ - _ _ ELASTOMERIR CUT AT DENOTED -1-0 (HISDRA) AND IN EACH CORNER. \ \ �- \ a . ° w .r,�//� = RELEASE DATE: —� FILLER LOCATIONS. � DO NOT SCALE THIS DRAWING FILL CELL SOLID AT EACH#4 REBAR. ///////// // \\\\\\a a \ \\ \\ ' �d \�h \ °° a ° \,\ \ ? ! 08-16-17 �/ • \/�\// " z �r/ / \ \/ . s" / > // 8"TALL, 12"SQUARE GROUTED ci HOOK REBAR 12 1NT0 UPPER COURSE ///// / \\ �' ° \\ \\ \\ A • ° \ \�\\ '\ a ij t r c CMU OR CAST-IN-PLACE OF BLOCKS AND 6"INTO FOOTING. \\ \ \ r\\'\� \''\�r\\ \ ✓rr �\ / ` \i\\/i\\/\\/i r�\ ° • °• 1, `-� c� CONCRETE " ti \/\/ /\/ °" PEDESTAL ON 24"X 24 X 12 PAD gDRAWN BY: CMF FOOTING WITH(2)#5 EACH WAY 5 CHECKED BY: 1'-8" ONE STORY- 2 #5 CONT. 1'-0- ONE STORY- 2 #5 CONT. 1'-4" ONE STORY- 2)#5 CONT. FSS 1'.8" TWO STORY-(3)#5 CONT. 1'4" TWOS Y-(2)#5 CONT. 1.8" TWO STORY-(3)#5 CONT. 1'�" ONE STORY- 2 #5 CONT. CONCRETE SLAB r-0" OFFICE COPY a 1'-8" TWO STORY-(3)#5 CONT. Lm FOUNDATION DETAILS SECTION - MONOLITHIC AT GARAGE H SECTION - INTERI R BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW-CUT CONTROL J01 T SHEET: i D SECTION - STEMWALL AT GARAGE 6=J E AIL - PAD FOOTING AT PAVERS SDA NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 S D ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 SD-1 O I c c 00 � � I HEADER NAILING REQUIREMENTS w E ' uj 8 DOUBLE PLATE 2x6 (3)NAILS PER PLY s r J •� E (TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"S"ON SD-3 FOR NAILING -------JACKS AND KING STUDS (AS NOTED) 2x8 (4)NAILS PER PLY z0 ' 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT w MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION HEADER(AS NOTED) HEADER 2x10 (5)NAILS PER PLY ¢ e' (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL NAILS AS NOTED • , 16 4.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) I PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 2x—BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY o= JOINT IN LOWER PLATE JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED (3)0.131"x 3%"TOENAILS AT EACH 9 "or 9%" E CV 0.131"x 3"NAILS @ 6-0.C.STAGGERED I TYPICAL STUD TO DOUBLE PLATE ND(TYPICAL) JACK STUD LVL (5)NAILS PER PLY w CONNECTION NAIL EACH SILL PLY TO KINGS D KING STUDS JACK STUD AND KING TU STUD REQUIREMENTS (SEE DETAIL"G"ON SD-2) WITH(3)0.131"x 3%"NAILS-TOENAIL LVL (6)NAILS PER PLY cn M (SEE WALL LAYOUT) OR ENDNAIL(TYPICAL) °' p o BEVEL BLOCKING AS REQUIRED FOR NOTE: 14LVL (7)NAILS PER PLY g' co " SPH4/6 INSTALLED HORIZONTALLY NAILS MAY BE TOENAILED OR BACK S z ' / MINIMUM 1 Y2"NAIL PENETRATION NAILED THROUGH KING STUD. 16"LVL 8 NAILS PER PLY $ F- a' INTO MAIN FRAMING MEMBERS.'s BUILT-UP HEADER WITH 0.131"x 3 a° 2x_SPF#2 STUDS @ 16-O.C.(U.O.N.) (TYPICAL) v= CD 0 NAILS @ 12-O.C.TOP AND BOTTOM '_► AILING AT STUD (U.O.N.) (2)2x_SILL ' ¢ �`! TO DOUBLE PLATE N 00 NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO 2"MAXIMUM PAST SUPPORTS.ALL o a WITH(3)0.131"x 3Ya"NAILS-TOENAIL � on OR EN AIL(TYPICAL) WINDOW ATTACHMENTS MUST BE O - ANCHORED INTO 2x_MEMBERS. co D DETAIL -TYPICAL ARCH TOP OPENING E DETAIL -TYPICAL HEADER TO KING STUD CONNECTION m SD-2 SD-2 DOUBLE SILL REQUIRED WHERE OPENING c cc WIDTH EXCEEDS 61"(U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO \ \ Bs FLORIDA C.A. Nu ER;25846 JOINT IN SILL PLA E APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 I I I STUD TO PLATE NAILING* I BUILT-UPCORNERPOST —NAILINGSTUD RATED OR 15/ 32" RATED SHEATHING MAY BEcc TO SILL PLAT c ��``` AILING AT STUD ��"�� f�� ' INSTALLED VERTICALLY. STUD SIZE ENDNAIL TOENAIL �! Mp''`'''., -JiL TO DOUBLE PLATE a`> .a°°�,O. '•'••• •••,.S °°�. - 1 II 11 11 II 11 I II II 11 II it II II II II 411 MIN.; II 8 II I I' I �I u ' o � 2x4 (2) (3) � ®; ;' 12"MAX. 2x_TREATED SYP#2 SILL PLATE F STUD W ° 12 MAX. / 5079� ' - It ANCHOR BOLT(AS NOTED) BUI T-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD-2 2x6 (3) (4) NAII EACH PLY WITH 0.131"x 3 CONNECTION NAI S @ 6"O.C.STAGGERED (SEE DETAIL"G"ON SD-2) AILING AT STUD 2x8 (4) (5) € `; -fpfiE OF ALL NAILS NOTED ARE 0.131"x 3V METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE o . R`�Q (SEE CONNECTION SCHEDULE) NOT REQUIRED \ \ 2x10 (5) (6) c ,, (� •�;,O� ALL NAILS NOTED ARE 0.131"x 3y" OlY"s' �10N,PE c DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION cu- FL PE No.50791 OMMENTS: SD-2 2x SPF#2 STUDS @ 16-O.C. 2x SPF#2 STUDS @ 16"O.C. SD-2 -8 THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAILcc QUICK-TIE AT NOTED SPACING @ 24"O.C.OR "x 3 "TAPCON2x_No.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 3%"ENDNAILS AT TRUSS o —SILL PLATE(BELOW) SCREW @ 32-O.C. -a 2x_CORNER FRAMING FULL ROOF COVERING(BY OTHERS) Zx TREATED SYP#2 2x TREATED SYP#2 a HEIGHT STUDS(TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES 8 (2)ROWS OF 0.131"x 3Y" \ _�—` % \\• % CORNICE DETAIL NOTE: $o NAILS @ 12-O.C. (BY OTHERS) TRUSS TO WALL CONNECTION H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT STAGGERED(TYPICAL) UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR / c m' ) EASED / HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"0.C.FOR 2x4 LOOKOUTS @ 48-O.C. ON THE EXTERIOR SIDE OF THE cc OVERHANG FOR OVERHANG WALL im ROOF SHEATHING(AS NOTED) ROOF SHEATHING — METAL CONNECTOR OR METAL CONNECTOR / 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2X6 OR 2XH FR ED WALL BLOCKING REQUIRED (AS NOTED) AS NOTED) SIMPSON SDWC 15600 SCREW %s"OR X32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x4 SYP BLOCKING ' SILL PLATE(BELOW) ( LOOKOUTS BETWEEN LOOKOUTS LJ @ 32-O.C.-U.O.N. 1� 32"RATED SHEATHING,EXPOSURE I-TILE ROOF cc 2x4 CORNER FRAMING FULL _ FASTEN WITH 0.113"x 2 e"RING SHANK rn BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. BALLOON FRAMED STUDS(AS NOTED) STUDS(AS NOTED) U) MINIMUM OF(3)2x4 BLOCKS 12"LONG 2x SPF#2 STUDS @ 16-O.C. GYPSUM BOARD n DOUBLE PLATE NAILED WITH 4}0.131"x 3�"NAILS TO SINGLE PLATE NAIL TO TRUSS SHEATHING(AS NOTED} CONNECTOR AT EACH TRUSS ( SIMPSON SDWC 15450 SCREW � INTERIOR VAULT EACH ADJACENT STUD 2x SPF#2 STUDS @ 16"O.C. 32-O.C.-U.O.N. (SEE TRUSS CONNECTION SCHEDULE) $ BOTTOM CHORD WITH 0.131"X 3Ya" EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN @ _ NAILS @ 6-O.C. ANCHOR BOLTS AT NOTED 2x TREATED SYP#2 (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) 8 SHALL BE NAILED TO THIS SPACE SPACING(48"O.C.MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE I EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL 2x TREATED SYP#2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP ch NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6-O.C. HEIGHT STUD SILL PLATE PACING(32"O.C.MAXIMUM) PLATE OF THE DOUBLE PLATE rn (c�6"O.C.WITH 0.131"x 2�' WITH 0.131"x 2Y2"NAILS. -' (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) NAILS. ' _ _ _ _ _ (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL (2)ROWS OF d.131"x3�" _ \�.,�_ (U.O.N.ON WALL LAYOUT) NAILS @ 12"O.C. GYPSUM BOARD -a SHEARWALL UPLIFT(ROOF)-SCREWS 132"FULL LENGTH RATED SHEATHING,EXPOSURE 1. f° H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL- BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION -TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS (B L) FASTEN WITH 8d COM OR INTERMEDIATE NAILS 6ORT a " n ((�� cp ON EDGES AND 12 O.C.ON INTERMEDIATESUI:'PORTS. sae INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXTERIOR ROOF PITCH SD-2 INTERIOR CEILING PITCH EXCEEDS Yz OF EX ERIOR ROOF PITCH SD-2 SD-2 (U.o.S SEE"F^oN SD-2tm 2x_SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) 3 2x_SOLE PLATE(U.O.N.)NAIL TO RIM 12 2x_No.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 3Y4"ENDNAILS AT TRUSS BOARD @ 6-O.C.WITH 0.131"x 3Ya" m ROOF COVERING(BY OTHERS) NAILS tlii NOTE: ROOF TRUSSES 23/32 RATED STURD-I-FLOOR(T&G)SHEATHING c ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Ya" ^ " CORNICE DETAIL NOTE: GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2"RING NAILS 3)0.131 x 3� TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION — SHANK @ 6-O.C.ON EDGES AND 12"O.C.IN THE cl' �O TOP CHORD OF TRUSS. (BY OTHERS) a 2x6 BLOCKI G BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED i FIELD. o- 2x4 BLOCKING REQUIRED BETWEEN / ON THE EXTERIOR SIDE OF THE (3)0.131^x 3N'NAILS EACH END LOOKOUTS FLOOR JOIST(I-JOIST SHOWN,SAWN a) ROOF SHEA ING(AS NOTED) WALL I JOIST SIMILAR-SEE SECTION"Z"ON Z_ ZL 2x_BARGE RAFTER / �\ / I SD-3 FOR OPEN WEB TRUSS) c _ / \ H ■ XB"OR'%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ) e"CLEARANCE BETWEEN PANELS BETWEEN FLOORS o, V FASCIA(BY OTHERS) \ / '32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF a V — 19 EXPOSURE I-METAL ROOF GYPSUM BOARD C = 2x4 LOOKOUTS @ 48-O.C. �2 RATED SHEATHING," RIM BOARD(LSL OR LVL) 3 V FASTEN WITH 0.1.13 x 2 e RING SHANK NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. c—° LJ.I H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH(2)0.131"x 3V TOENAILS cW a LOOKOUT E mm GYPSUM BOARD ( l�2 N.)SYP#2 DOUBLE PLATE _ a GABLE END TRUSS(DROP GABLE) CONNECTOR AT EACH TRUSS ..� I I I I I (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL"EE"ON SD-3 FOR Q Z BETWEEN FLOOR CONNECTIONS z 2x6 BRACE SPACED @ 48"O.C.UNLESS (2)2x_SYP 42 DOUBLE PLATE(U.O.N.) Q I OTHERWISE NOTED ON ROOF LAYOUT. WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN, TOENAIL RIM BOARD TO PLATE WITH ADD 2x4 T-BRACE NAILED 6"O.C.WITH ^ 2 W Q Z C� ALL LOCATIONS AND SHALL BE NAILED @ 3 O.C.TO THE TOP 0.131"x 3Ya"NAILS @ 8"O.C. .8 Q I I 0.131"x 2y2"NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE(NAILING MAY ALSO BE F— \ EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) z � GYPSUM BOARD J O GYPSUM BOARD w 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) �' U a FULL LENGTH RATED SHEATHING,EXPOSURE I. %34"FULL LENGTH RATED SHEATHING,EXPOSURE I. c NUMBJOB EP17.1216 bUVAL FASTEN WITH 8d COM OR 0.131"x 23 Q" NAILS 6-O.C. FASTEN WITH 8d COM OR 0.131NMY- NAILS @ 6-O.C. w ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. � ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. LmY4^=1'-0"(U.O.N.) (U.O.N.)(BLOCK ALL EDGES)SEE"F"ON SD-2 (U.O.N.)SEE F ON SD-2 = DO NOT SCALE THIS DRAWING INSET WALLY"FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS = ELEASE DATE: 08-16-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE c V GBC CLIP-(2)R QUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. — TOENAIL BOTTOM CHORD OF TRUSS TO48-O.C. 2X_TREATED SYP#2 SILL PLATE WITH c DRAWN BY: I LSTA12,LTP4,OR SDWC 15600 @Zx_TREATED SYP#2 SILL PLATE WITH aD DOUBLE PLATE WITH 0.131"x 3Ya"NAILS SIMPSON%"x 6"TITEN HD(OR TITEN HD ROD COUPLER) SIMPSON a"x 6"TITEN HD(OR TITEN HD ROD COUPLER) s CMF @ WO.C. _ WITH Wx 3"x%"WASHER @ 24-O.C. � CHECKFSS ED BY: 1 11 , . ,,;:- WITH 3"x 3"xYa"WASHER @ 24-O.C. Ila -� OFFICE CO PY Lu ; - Iw: m TITLE:SECTIONS AND DETAILS 2x4 DRYWALL GYPSUM BOARD CEILING ACKING INSTALLED (1 of 2) N - ABLE END WALL DIAGONA BRACINGCES A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL SHEET: M SECTION G SD-2 SDS SD-2 SD-2 N SD �2O CU c DOUBLE PLATE NAILING w END VERTICAL BRACING REQUIREMENTS E BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM(AS NOTED) NAIL SHEATHING TO HEADER WITH(2) _ ^ L ROWS 0.131"x 2Y2"NAILS @ 6"O.C. E —� BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. DOUBLE PLATE OEM NAIL SHEATHING TO HEADER WITH(6) S upi w NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" NOTCH BEAM AS REQUIRED TO 0.131 x 2y AT EACH END(TYPICAL) FIT BENEATH DOUBLE PLATE " 2x4 L-BRACE 54 TO 114" 48"TO 99" 68"TO 145" 60"TO 126" 3 O.C.NAILING WITH 0.131'x2YZ 0 2x6 L-BRACE 115"T0182" " " 146"TO 232" " " BEAM BEARS ON 2 2x_JACKS NAILS [j] N 100 TO 158 127 TO 201 O INTO BOTTOM(TYPICAL) ^r_, W (TYPICAL-U.O.N.) w ui BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD U) r� FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,BRICK (NOTCHED BEAM) @ 12-O.C.MINIMUM, N VENEER,ETC. RATED ROOF SHEATHING _ Lu 2x_ L-BRACE NAILED TO -== r $ ~ U - EDGE NAILING PER SHEARWALL VERTICAL WEB — i %� REQUIREMENTS. NAILS MAYBE WITH 0.131"x 3"NAILS @ 6"O.C. `_`_ STAGGERED ACROSS TWO JACK ® '' co VERTICAL WEB IN GABLE END -__ STUDS. TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH o c x EDGE OF PANEL(TYPICAL) p w 2 ROWS OF 0.131"x 2%"NAILS((��6"O.C. /.','!�' � —' � a 2x_LOOKOUTS AT48"O.C. MAIL SHEATHING ALONG BOTTOM OF ,!�� E a _v HEADER @ 3"O.C. � � ~ INSTALL DSP CLIPS @ 24"O.C.OR ca SPH 24 _@ 'O.C. „ �� S f ° I —t ANCHOR BOLT REQUIRED WITHIN 6"-----� �� H z SPACING(SEE TA EXTERIOR BEAM(AS NOTED) OF KING/JACK UNIT-MAY BE w .� DOUBLE PLATE LOCATED ON EITHER SIDE. ca BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED---------------- EQUIRED .8 FLORIDA C.A. NUKII,BER:25846 I BEAM BEARS ON(2)2x_JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION (TYPICAL-U.O.N.) t r f CONDITION: 2 0 (DROPPED BEAM) L m f „ SI1►�jpS-,,, , P DETAIL -TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL- EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - OPENINGS WITH SOLID SAWN LSL, LVL, OR PSL HEADER s;,`1NN0.,t.��GEN ..,•o,L.,,, SD-3 SD-0 SD-3 SD 3 € K;' No,5079 o , NAIL SCAB TO TOP CHORD WITH :* STATE OF ALTERNATE ANCHOR: (4)0.131"x 34"NAILS _ -,,A�°•. o , ' �'�' Y2"x 6"TITEN HD ADD 24 VERTICAL SCAB IN EACH _ NAIL EACH END OF BLOCKING TO E 0�,�,,,,' .� ��.•,�.•��j��,� (MECHANICALLY GALVANIZED) xBOTTOM CHORDS WITH(3)0.131"x 3 �.Y�S N EXTERIOR BEAM WITH 2 TRUSS IF NO WEB IS PRESENT 1`ti�1 g ROOF SHEATHING (AS NOTED) xYe WASHER )) /a c OMMENTS: H6 CLIP FROM NIH. TRUSS" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN POST TO BEAM MONOLITHIC FOUNDATION- TRUSS BOTTOM CHORDS @ 12"O.C. ROOF TRUSS(BY OTHERS)WITH 2x4 X-BRACE ACROSS LENGTH OF EXTERIOR `° IAP BEAM PLIES AND BOTTOM CHORD OF TRUSS I BRACE(IF REQUIRED) SHEARWALL x 6'TITEN HD SCREW ANCHOR — `o NAIL AS SHOWN-(5) a „ NAIL EACH BLOCK TO DOUBLE PLATE I TO REPLACE(1)ROW OF LATERAL 0.131"x 34"NAILS PER PLY NAIL SCAB TO PLATE WITH(3) or/e x 6 SCREW ANCHOR BY LD 1 HURRI-BOLT,INC. WITH(3)0.131"x A"NAILS C BRACING INSTALL 2x4 No.2 SYP T-BRACE PT POST(AS NOTED) 0.131"x 34"TOENAILS NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST(AS NOTED) or%"THREADED ROD SET 4 Y"INTO 6"O.C.WITH 0.131"x 3"NAILS ABU POST BASE ADHESIVE g H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES DOUBLE PLATE TO REPLACE(2)ROWS OF LATERAL TO BEAM (AS NOTED) TOENAILED T08QUBLE PLATE WITH " c BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM V THREADED ROD 0.131"x 34"NAILS ,C. STEMWALL FOUNDATION-EXTERIOR MINIMUM Xie RATED SHEATHING, c THREADED ROD SET 7"INTOI FASTEN AS I'I NAILED TO EACH PLY OF TRUSS WEB (AS NOTfD) TRUSS AS NOTED ADHESIVE ON WALLRLAYOUT BLOCKALLD o WITH NUT SET IN Y --- ----- t --------- - WITH 0.131"x 3"NAILS @ 6"O.C. ,p } ADHESIVE ( ) ` PLAN VIEW AT TOP OF POST ,- -; (7"EMBEDMENT) EDGES) DOUBLE PLATE INTERIOR APPLICATIONS- 3 - r, -------------- IF EDGE DISTANCE EXCEEDS S' n ----r- --- 1 ' ° MINIMUM%s"RATED SHEATHING, may` C7 I ° / EXPOSURE I FASTEN AS NOTED USE MONOLITHIC CONDITION a aQ 1 ° a \- ON WALL LAYOUT(BLOCK ALL EDGES) °° v� f f c NOTE: \ f I ° ° / T-BRACING TO BE USED WHEN �, > CONTINUOUS LATERAL BRACING IS — IMPRACTICAL. SIDE VIEW AT BASE OF POST cc T SECTION - TYPICAL T-BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST w DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD-3 SD-3 SD-3 (USP DTB-TZ SIMILAR) SD-0 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ca 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x34" SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6-O.C. ce v I /--NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS 2x4 BLOCKING-TOENAIL OR ENDNAIL 2x,.•_BAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w M TRUSS(AS NOTED) w � MANUFACTURER MONOLITHIC FOUNDATION- ori (3)NAILS EXTERIOR Ye"CLEARANCE BETWEEN PANELS 2x4 SPF NAILER NAIL TO TOP PLATE WITH Y2"x 12"TITEN HD SCREW ANCHOR c BETWEEN FLOORS 0.131"x 3Ya"NAILS @ 6"O.C. or%"THREADED ROD SET 7"INTO NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE _ rn CL .c WEBS WITH(2)NAILS STEMWALL FOUNDATION-EXTERIOR 2x4 SPF No.2 DIAGONAL BRACE 'Y3Z RATED SHEATHING RIM BOARD- %"THREADED ROD SET 12"INTO (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH(6)0.131"x 2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE C CONTINUOUS LATERAL BRACING) c NAILS. EXTERIOR FRAMED WALL INTERIOR APPLICATIONS- f NAIL DIAGONAL BRACE TO TRUSS TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5"USE V WEB WITH(3)NAILS Yz"x 12"TITEN HD SCREW ANCHOR T V ' (2)0.131"x 34"NAILS _ or%"x 8"TITEN HD SCREW ANCHOR 3 DOUBLE PLATE(U.O.N.) or%"THREADED ROD SET 5'INTO a", ADHESIVE a° Q SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS E LL' z E 0 m SD-0 SD-3Q CONTINUOUS LATERAL BRACE(QUANTITY SIMPSON%"ld x 6"TITEN HD OR $ = V AND LOCATION DEFINED BY TRUSS SHOP 8"THREADED ROD SET IN ADHESIVE W �- Q DRAWING.) I WITH MINIMUM 4"EMBEDMENT Q Z w NAIL CONTINUOUS LATERAL BRACE TO I WITH 1"WASHER Z a� EACH TRUSS WEB WITH(2)NAILS SHEATHING gg DETAIL - TYPICAL HTT5 INSTALLATION OAC LuFIELD NAILING SD-3 > Q Q ROOF TRUSSES(BY OTHERS) � . (USP PHD5 SIMILAR) 1 DETAIL-ANCHOR BOLT C3 — ~ LO v� c U Lt's ..,. UPLIFT CONNECTOR(AS NOTED) SHEATHING EXTENDS DOWN ONTO c ~ W RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION- �' w O 2x4 SPF BLOCKING-NAIL WITH(2) � •c � � 0.131"x 3Ya"NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR CL � U (3)TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING %e THREADED ROD SET IS-INTO c `a FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE JOBNUMBER 17-1216ICOU DUVAL t DOUBLE PLATE RIM BOARD STEMWALL FOUNDATION-EXTERIOR NUT WITH 2"x 2"x li"WASHER Ya" %"THREADED ROD SET 15"INTO ALTERNATE:SIMPSON LBPSY2 SLOTTELEASEDATE: ED = NOT SCALE THIS DRAWING NOTES: 2 ROWS0.131"x2�"NAILS = ADHESIVE WASHER WITH 1"WASHER. TRUSS BOTTOM CHORD STAGGERED @ 6"O.C.REQUIRED 08-16-17 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) NAIL PORCH SHEATHING AS NOTED IN UPPER AND LOWER SHEATHING f INTERIOR APPLICATIONS- %"0 THREADED ROD MIN.Ye SPACE BETWEEN PANELS ® IF EDGE DISTANCE EXCEEDS 5"USE 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) SHEATHING EXTENDS ABOVE %"THREADED ROD SET 8"INTO a " 3 " DRAWN BY: EXTERIOR FRAMED WALL SIMPSON/0 x 6 Y TITEN HD ROD COUPLER W CMF DOUBLE PLATE MINIMUM 6" ADHESIVE " 5 TO ALLOW FOR NAILING WITH 1 CUT WASHER o, CHECKED BY: OR 8"THREADED ROD SET IN ADHESIVE WITH w TIT EDGE NAILING AT DOUBLE PLATEE' SECTIONS AND DETAILS 1 MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER v� (2 of 2) DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL -TYPICAL SHEATHING NAILING BETWEEN FLOORS EF DETAIL -TYPICAL HDU8 INSTALLATION ¢c DETAIL -THREADED ROD ASSEMBLY OFFICE COP = SHEET: Y DETAIL TYPICAL LATERAL TRUSS BRACING " 0SD �3 SD-3 SDS SDS SD-3 (USP PHD6 SIMILAR) Sb-3 N O J NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S it SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BATH #4 ILO PWDR 3. EXTENDED LANAI I' 4. REDUCE LNDRY I3Y 12", ADD TO KITCHEN 234" 241-991f2'-0.. 6_ 5. MUD 1 ENCH 54" 17-0" 7.9� 9'-2" 2-9" i 3°6°SH H.B. ; SILL 0 2'-4"AFF ----------------- ----- ------------- ----- _ OF GARAGE A/C 21'-52' I D_ _/\T N PE 10'-11 " 10'-6" I H.B. n 8 ° 2 4 SH I PREWIRI I SILL 0 4'-0"AFF SILL 0 7-6"AFF oo LANAI VENT HOOD 36'7"X 6'-8" = GAS d OHC, I I I OHC i �t G Q 1 0 0 N ---------� I ----�FOV 10'-1 PL.HT. 12 8 S.G.D. STUB I I DOOR 1513/8"MIN. oL-----JMUD BENCH ------- ---- —_ SOLID CORE OR 20 4x4 P.T.POST �N DRAWER o MINUTE FIRE RATED ¢ `" WRAPPED TO 8x8 ( 1 A I ( `i II KITCHEN Mui GARAGE 12'-8"X 17-4" 10'CL6. 5.. VAULT I VAULT 1 1 10'CLG. j 5° r——i 23'-1D"X 21'-6" t 1 — GAS i zo 5.. 1 0( 10'-1�'PL.HT. it 5" ATTIC STORAGE TR 5 E N - � S U 5 S STUB I J o � � i i I J i I I, LQI I I I I I I< 'N 1 REVISIONS V X I 11 L I I I I = o 280 �8o ISI o 1 t I I - ° ,� Z- _ --- 1 ` 1 0 CORRECT SIDE AND REAR SGDS 07.03.17 fi�00M � ' ors) gW a f�NTRY rr--� II L—J o 08.0 I � o0 00 L DRY W _ ADDED COLUMN AND TRIM 9,17 21'--0"X 20'4' I 10'CLG, U I w 1 dJ I I 0'CLG. I LANAI � cri r,12X12 �N 1 I o =N o VAULTED CLG. FLAT I 4' 5- 1---- 10'-0"X 21 C" ij L_J N 4'-2 1 8'-ei' ts� 9 n� 10'-1 'g'PL.HT. 3.. I I I 10'CLG.i p� III GAS 1 i STUB I --- I W/5 I I I VAULT t V ULT 11 N o� I --- LOOP WALLS BETWEEN GARAGE AND RESIDENCE - -------- TO BE COVERED w/J"MINIMUM GYPSUM = j I I I �N I ( I i 5 SH BOARD ON GARAGE SIDE OF STUD WALL 12�-6" 12'-0" 0) I I I = t 1 1 - FRA 5 soi;m O II I < T D GL R:IVERSIDE I 3-1 1T-1 SNCL. 3°6°5H 3'-F," 2 4" 5'-4 6'-O" 3'-6" 3-6" =kSILL 0 2'-0"AFF D —— — — ROD&SHELF x BATH 4 4 _ STUDY0 H.B. a� r W 10'CLG. " G •■ o STORAGE 10'CLG. cn -- Q o w STORAGE 15'-4"X 13-0" Build T With Confidence ^r w w �� wo wo UNDER 10'CLG. VY Z rt i. U�Z ZZ C e Q � 1 STAIRS ao I I 12276 San Jose Blvd., Q w —J i i=m ) _ 7'-0"x 14'-0" ( 1Suite 120 o c, HEAD HEAD 10-18°PL.HT. ; Jacksonville, Florida 32223 - p Office: (904) 449-1650 10 C�J. AHU IN N ATTIC z = WC LINEN I w J 10'CLG. www.myriversidehome.com I � � � I= UP 19 RISERS ° ° "�' 1 1 Y 0WNE1� 5 �o � CAB. z I 715/32"RISE 2-3"60 SH 1D"RUN SILL C�2'-0"AFF o Q ' DINING SUITE FRAMELESS 2�5�� wic � o o � � II Lot 55 TMPRD GLS G 10'CLG. o ( 12'-0"X 17'-0" 13 8- ,7'-0"X G. OWNERS �P ENCL. s� Z 10 CLG. 10'CLG. I I ( � y- � "' _� FOYER �T I I At Beach ` o I I BATH o� �' z W C11 ,D CIG. _ I p� O12CH � E MARX SERENADE C I 10'CLG. s2 G�FLS 3" fo z sf �� 28 8"X 7'-0° 4x4 P'.POST Count Club cn FREF STANDING TUB s o � 10'-1 "PL.HT. r I 1 x J WRAF P 0 8x8 — n I I o o NBRR. MIRK. o o �� \ N ROD&SHELF 2x68 STJP WA 13 o YANKEE 5 ------- ----- ------ — ----- - t GASH � " J`9 GA GAS W iSTUB — N i n STUB 0 6 8 8 0 8 0 6 _ 0 m i 3°56 5H-EGRESS 3 5 SH-EGRESS 2 2 4 SH 2 6°SH 2 6°SH 286 SH 2 6 5H I Lamolinara Residence SILL @ 2'-6"AFF SILL 9 2'-6"AFF SILL 9 3'-6"AFF SI L Cagy 2'-6"AFF SILL CSD 2-6"AFF SILL C 2'-6"AFF SILL @ 2'-6"AFF 4'-0" 10 3,�. 3�6. 3.7 , 2,1 6,-6, 5._8.. 6'6" 2 1 7, 7'-0.. 7'-0" 7�; i 28'-7" 12'-9" 24'-7" 28'-4 " i l - 1st Floor Flan 1883 Atlantic Beach Drive FLOOF\' FLAN Atlantic Beach, F1. 32233 Drawn By ARJ Sheet I NOTE TO FRAMER: Date 1 ! EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE 06.27.2017 Scale Al 1/4" = 1'-0'l Plan of MECHANI AL EQUIPMENT NOTES: Santa Rosa-A 10 � r 4•-0�� 23'-D" � SQ. ATG. CALCULATIONS F13C-R')2.5.2: UCTS IN GARAGE SHALL BE MIN 26 Written dimensi ons Shall have precedence over Scale dimensions. 4..d 4"d 4 d 15T FLOOR LIVING 2443 GAGE D-HEET EEL WITH NO OPENINGS INTO GARAGE Contractors shall verify and be re5pon5iHe.for dimensions and 2ND FLOOR LIVING 801 ALLOWED. conditions of the job. TOTAL LIVING 3244 FBC-R, 1✓1305. : MIN 4" CLEARANCE REQUIRED AROUND DESIGN BY: o GARAGE 549 ALL :,:C'E5 OF ECHnNICAL EQUIPMENT AND MICHAEL STAUFFER,ARCHITECT,AR13908 PORCH 300 CONIF-VENTS LUDING DUCTS, WITH THE TOTAL WIDTH 1093 A1A BEACH BLVD. SUITE#330 LANAI 528 OF T-iE ENCLO ING SPACE BEING AT LEAST 12" WIDER ST.AUGUSTINE BEACH, FL 32080 THAN T- FU ACE OR AIR HANDLER TELEPHONE:904-471-2552 ' BALCONY 300 TOTAL COVERED 4921 GR(_ -;0\,:) ED MECHANICAL UNITS SHALL DE DRAFTING BY: ANCH' QED IN CCORDANCE WITH FBC-R, SECTION 12627 San Jose Blvd Suite 702 otti•,east Jacksonville, FL 32223 I DrAa Design,Inc. 904.260.3319 NOTES 1. POOR5 AND WINDOWS ARE APPROXIMATE 01. FINISHED SIZES; REFER TO MFG'S GENERAL STAIR OF-TAIL SCALE:N.T.S. SPECIFICATIONS FOR ROUGH OPENINGS N =� 12RIOK TO FRAMING I I ❑ ❑ "STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/08 F] j lI VARIANCE5 IN CONSTRUCTION MATERIAL ACTUAL GONSTRUC'ION MUST COMPLY I I W/8311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL; I I MAXIMUM R15ER HEIGHT: 7-3/4" II I I I y I N MINIMUM TREAD DEPTH: 10"(NOT IN'CLUDIN'G NOSI 7:12 MAXIMUM RISER HEIGHT VARIATION: 3/8"(ENTIRE F1164r) I I 7:12 MINIMUM STAIR WIDTH: 36" 1 1 1 MINIMUM HEADROOM CLEARANCE: 6-8"(ABOVE NOSING) Li J� I II II LU 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/8311.7.7 OF THE FLORIDA BUILDING CODE.RESIDENTIAL. M �r L� C—�, ❑ HANDRAIL5 SHALL NOT BE LESS THAN 34"OR MORE THAN 38'IN HEIGHT ABOVE THE STAIR NOSING. II I II HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. r r I HANDRAILS SHALL BE 11/2"CLEAR OF ALL ADJACENT FINISH 1 I I 1 MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINAT=, IN NEWEL PO5T5 OR SAFE TERMINALS. PI1 CH BREAK I El�J HANDRAIL5 SHALL BE 11/4"-2"IN CRO55 5ECTIONAL D;MEN510N,OR APPROVED EQUIVALENT.AND EDGES �. II SHALL HAVE A MIN RADIUS OF 0.01". Li , j j N HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD 0 200 LE55 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. n W STAIR AND RAILING SUPPLIER'INSTALLER SHALL SATISFY ALL LLJ � (1 m BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR �q Ij � THE PRODUCTS THEY PROViCE OR INSTALL. �;`?�.��, OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR 2C '�� AN ORNAMENTAL PATTERN SUCH THAT A L 4"DIAMETER SPHERE CANNOT PA55 THROUGH. I I 7� THE GUARDRAIL CONSTRUCTION SHALL BE L_J� It w I ABLE TO RE515T A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED 7:12 I I HORIZONTALLY ALONG THE TOP RAIL. L-- "SPHERE I V� I GUARDRAILS SHALL NOT BE 4MAY NOT PASS LE v I I LE55 THAN 36"IN HEIGHT. MAR NOT THE TRIANGULAR OPENINGS e'5PHERE O MAY NOT PASS --A �L r -- LL - - ---- I I AT STAIR TREAD.RISER.& REVISIONS ' ( 3.12 BOTTOM SHALL BE SUCH THROUGH I 71 t SPHERE CANNOT PASS THROUGH. c THAT A 6"DIAMETER CORRECT SIDE AND REAR SGDS Q 07.03.17 n i i i , n � ii i t � I I 7:12 w IL------------ °L I Lr -----� i ADDED COLUMN AND TRIM 08.09.17 7:12 _ =s======v=== �__L H I II U II I H7:12 rf {; 1 F=: ----------u F-_-� ----------' d� it , — ---------� —�--- I o II -=�- iir-- I V E & S I D E 1 7:12 w RIDGE i 7:12 3:12 i :� Build With Confidence H a 7:12 i r 12276 San Jose Blvd. Suite 120 I I i I 46 3" , I I 1 6'-7 ' T 10" 2'-8" 7'-0" 5'-8" 2'-4" 14'->�" _ Jacksonville, Florida 32223 ri ii ,, d ; 10'-4° 3'- Office: (904) 449-1650 tif� VAULT CLG FOR o o S� www.myyiversidehome.com d FUR WALL FURR WALL 3 5 SH-EGRESS 11 r "ITCH BREAK A/C CHASE TO FIT TUB TO FIT TUB SILL @ 2'-O"AFF 40. DBL.ROD&SHE FLIN Gv1IK WC 3AHAMA Lot dGAB i SHUTTER OVFR wlc � OO U- rol _ • VAULT CLG. i, i o BATH #2 i N ' N �' Atlantic Beach VAULT I o 9'CLG. o 0 �CI I �R7 B © °z I a� w 4 BATH #3 Country Club 9'GLG. V P #5 i� STORAGE �O 20 z = 13'-6"X 131-41, � Q 1200 ALAN c's 8o z u7 p 9CLG. _ - o �o cn O N < N G SCALE: 1/811 = 11-01' = Lamolinara Residence DOWN 19 RISERS 0 2&0 715/32"RISE N° N 5'-0" 3'-6" 3'-6" 10"RUN `� N N Roof Plan/ BAHAMA 3AHAMA ^{N _ [�3 [3K #� SHUTTER OVER SHUTTER OVER 2nd Floor Plan 11'-19'X 16-6" 3"5OSH-EGRESS 3°50 SH-EGRESS 9'CLG. SILL 0 2'-0"AFF SILL CI 2'-0"AFF ,N 5'-8" 7-0' 3'�" 1883 Atlantic Beach Drive n ;t 5'-2�' 16'- Atlantic Beach, Fl. 32233 UJ < LOST � WQ 4 N _ 11'-10"X 12-10" o 9'cLG. m�, Drawn By ARJ Sheet N J Date 06.27.2017 Scale 1/411 = 1'-0" A2 I 3°50 SH-EGRESS 3950 SH-EGRESS 5050 SH 305°SH Plan of SILL Cagy 2-0"AFF SILL Cagy 2'-0"AFF SILL CSI 2'-O"AFF SILL 0 2'-0"AFF Santa Rosa- A 10 4'-6I' 3'-4" 4'-7 3'4" 4 Written dimen5ion5 shall have precedence over Scale dimensions. 24'-7" 21'-8" Contractors Shall verify and be responsible for dimensions and conditions of the job. 2nd FL001\ FLAN DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 o east Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. EXTENDED LANAI TOP OF DUILDING FIBERGLASS 5HINGLE5 (TYP) 12 D2 71 20"OVERHANG W/ EXPOSED RAFTER PLATE HEIGHT TAIL5 TYP. LdiLCEMENT DOARD SIDING TYP. I p DAHAMA SHUTTER 3 TYP. 4 "6" TANPING 4"TRIM TYP. METAL ROOEAM F GARAGE BRACKET..DETAIL FINISHED FLOOR It il PLATE HEIGHT "LATE HEIGHT — -- - - — pC. STRUCTURAL BRACKET TYP. REVISIONS Q) CORRECT SIDE AND REAR SGD5 07.03.17 b ' 4"P.T.POST STUCCO FINISH ADDED COLUMN AND TRIM WRAPPED TO 08.09.17 5X8 TYP. 51UCCO FINISH a . FINISHED FLOOR _ - FINISHED FLOOR Q GRADE 6"TRIM TYP. 18"SHUTTER(T 'P) =g F1\ONT ELEVATION-A - 4 4. IVUER S D2 ii Build With Confidence FIBERGLA55 SHINGLES(TYP) 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myriversidehome.com 111111 lit 11 ll �� 127 11 IT 11 1_11111 112 [ill 11111 Lot 55 12 N01F:2'PARALLEL Atlantic Beach PLATE HEIGHT11 IT Ill I 1 11 11 11 11 7 CHORD TRUS5 HERE 11 IT 11 1 11 111 IT 11 IITTHI IIITII 1 -1 CEMENT BOARD SIDING TYP. Country Club Hill I ITII 11 If 11 1 It 11 11 1111 111111 [11111 Ill" 6"FRIEZE TYP. CEMENT BOARD SIDING TYP. _:b" BAHAMA SHUTTER TYP. Lamolinara Residence 4"TRIM TYP. 12 12 11 Ili -11 Ill STANDING SEAM 3 METAL ROOF 4"TRIM P. FINISHED FLOOR _ — 12 6"RAND TYP.3 r— 7 Elevations 1 - PLATE HEIGHT PLATE HEIGHT 5 - - - — 1883 Atlantic Beach Drive - , .. ... -.. ---- . . : . .... . . Atlantic each , Fl 32233 Drawn By Sheet : ARJ -D 4 P.T.b GST TO ate :. 06.27.2017 WRAPPED _ 8Xv ,. STUCCO FINISH5TRUCTURAL 0 A4 BRACKET 1YP. Scale -011 T of - ..• :... WRAPPED To Plan S STUCCO FINISH - . •. � � . . antosa- A 10 TYP. :•. FINISHED FLOOR FINISHED FLOOR Written dimen 5ior5 5ha11 have precedence over Scale dimen5ion5. Q Contractors Shall verify and be re5pon501c for dimen5ion5 and GRADE conditions of the job. 2'-4"A50VE GARAGE FINISH FLOOR DESIGN BY: KIGHT SIDE ELEVATION MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 orrhease Jacksonville, FL 32223 NOTE: SPRAY FOAM INSULATION - NO ROOF VENTING REQUIRED FloridaDesign,Inc 904.260.3319 NOTES 1. EXTENDED LANAI TOP OF BUILDING 12 71 FI3ERGLA55 SHINGLES(TYP) IT I 12. 17 PLATETEIGHT 20"OVERHANG W1 EXPOSED RAFTER TAIL$TYP, Lj I I ILLI I I 1 11 11 11 IT 11 111111 111 _11 1111 1 11 IT 11 11 CEMENT BOA+ 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 11 11 11 1 T 11 1111 SIDING TYP.LE I IT 11 11 IT 1 11 IT 1111 11 11 IT 11 11 1111 11 IT 11 11 IT 11 11 IT II_..,wWTT 11 11 11 . 4"TRIM TYP. 11 IT 11 11 IT 11 -11 IT 11 1111-11 11 IT 11 1KII 11 IT 11 11111 11 1 11 11 IT 11 11 IT 11 11 IT 111 11 II;K 11 IT 11 111 11 1 1 11 1111 11 111 1 0 FINISHED FLOOR T 11 il 1 11 11 L��Ii 111 111111 11 11 11 11 IT 11 11 IT 11 11 1 N 11 1] 11 11 PLATE HEIGHT IT 11 T 11 11 1 UKI I I I I LILLIP1 1j I 1 11 IT 11 11 IT 11 1 IT 11 1 PLA14EIGHT : . _ REVISIONS .- - - CORRECT 510E AND REAR SGDS 07.03.17 ADDED COLUMN AND TRIM 08.09.17 STUCCO =WISH STUCCO FINI5H FIM5HED FLOOR -FINISHED FLOOR I i - - - - - - - o � GRADE 4"P.I.POST KIVERSIDE WRAPPED TO aXBTYP. PEAP ELEVATION Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office. (904) 449-1650 I IT 11 11 IT www.myriversidehome.com 12 11TI"I'SLIT11 111111 1111 11 111111 111 11 HIT 1 111111 111111 1111 7[— 111111 11 IT 11 11 IT 12 Lot 55 �7 " Atlantic Beach 12 - - - - -- PLATE HEIGHT 711 IT 11 111 11 11 IT 11 11 1 1 111 1 Country Club FIBERGLASS 5HINCLE5 F (Tyr" I U U if 11 BAHAMA SHUTTER Lamolinara Residence (TYP) 4" rrIKA TYP. TANDING SEAM METAL 00=(TYP) 3 — – FINISHED FLOORElevations It U Tr 7 12 10"BAND 1 Y P• PLATE HEIGHT 1883 Atlantic Beach Drive PLATEHEIGHT Atl t'– – — B - - : an is each, Fl. 32233 I. (775rawnBySheet ARJ : TO - Date .. . .-. .. .. � - -. .. . , .. WRAPPED TO � 8X8 TYP. o 06 27 2017 0 -. . -. ... . . . - .. . Scale A5 — - - - 1�4�� 1, 0.. Plan5TJcc©FINISH Santa Rosa- A f 10 INISHED FLOOR [N15HEP FLOOR „ _ n dimensions Shall have precedence over Scale dimen5ion5. - - - 10 BAND 5 Writte -. .. • . . . . ._ - Contractors shat v .. ... _ _ ;.. . .. .. . .. for dimensions and : . .. on o h b . _. .. c d t ons f t STUCCO FINISH '. � -• verify and be GRADE CEMENT-BOARD SIDING TYP. DESIGN BY: LEFT SIDE ELEVATION MICHAEL STAUFFER,ARCHITECT,AR13908 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 ordieast Jacksonville, FL 32223 NOTE: SPP\AY FOAM INSULATM 0 ROOF VENTING REQUIRED Florida Design,Inc. 904.260.3319 i NOTES 1. PREWIRE VENTED HOOD AT LANAI 2. BATH #4 ,5. EXTENDED LANAI r (�------------- _____ PREWIRE ----- ----------- ------ -+-------------- -----� GONDUITFOR I I POOL EQUIPMENT A/C COM P.0 P. SERVICE OUTLET OUTLET C�_ I I M/W CIRCUIT 9'-10"AFF i i FOR A/C COMP. OUTLET ZD _ CIRCUIT i i � 3 GFi 46"AFF ----------------- _ –_ PRE-WIRE r i i _ VENTED HOOD r GAS WPiGft I i ;Wqp I IF STUB / – – ----� I L– ,---i DBL. i ( G.D.O. \ E-----U OVENS ----- ----- I — MICRO I i � DRAWER \� ---------------- 0 --------- r � r /\ S pp PANEL I I r i I I I I o o BOX 01 PRE-WIRE& _ (� � �� I ` `� BRACE ONLY I I o `� I li W�t_ � 'tl" G.D.O. PRE-WIFE& I I I I 3 I If I I ` /' I BRACE 1 n i REVISIONS 11p IGFl 11 m ------------- Wl5 LOOP CORRECT SIDE AND REAR SGDS 07.03.17 UJ I ——————— ADDED COLUMN AND TRIM 06.09.17 - - -- _ 61 1 TO LIGHT Qo II ,--ABOVE o 04 ---- I I \` --�' PRE-WIRE& rr illi I ' . I — I ' BRACE ONLY i O 0\ I V E R S I D E 0� I j i AHU IN i/ ,'� �✓ I I ATTICL– I L----J I 1 I ivJ \ I I .►■ ---------------------- Build With Confidence qp PRE-WIRE& I I Q,,, -,�/, \\ ,� I �, ,` -_�__- 12276 San Jose Blvd., Suite 120 BRACE ' Jacksonville, Florida 32223 Office: (904) 449-1650 ----- SECURITY I `, -' ( ( www.myriversidehome.com PRE-WIRE I I - - - - - ------- ------- ------- ---- - . Lot 55 , TANKLE55 WFIG I GAS WH � Atlantic Beach i� /, GAS , STUB _____--- ---------------------------- Country- ountry C ub 15T FLOOK ELECTRICAL FLAN Lamolinara Residence I ` DO TO LIGHT I BELOW—/ , Electrical Plans I �'� I 1883 Atlantic Beach Drive ELECTRICAL LEGEND I P2E_W:E BRAGE ON Atlantic Beach, Fl. 32233 110 DUPLEX OUTLET 0 CEILING MOUNTED LIGHT 0_\1 O r I I HALF-SWITCHED OUTLET 0 ' 0 ,,,'' wn C7GF, GFI DUPLEX OUTLET p� PULL-CHAIN - DraBy ARJ Sheet ' �F WEATHER PROTECTED OUTLET (> WALL MOUNTED LIGHT Date 06.27.2017 CEILING OUTLET / ' ® FLOOR OUTLET O RECESSED LIGHT FIXTURE _ Scale 1J4" = 1'-0" i 220 OUTLET of Plan Santa Rosa- A 10 1 O SPOTLIGHT ® SPECIAL PURPOSE OUTLET ' PRE-WIRE& RE-WIRE& SWITCH C BRACC ONLY Written dimen5ion5 Shall have precedence over Scale dimen5ion5. EXHAUST FAN W/ LIGHT BRAE ONLY Contractors Shall verify and be responsible for dimen5ion5 and 3 3-WAY SWITCH FF1 EXHAUST FAN conditions of the job. �4 4-WAY SWITCH DIMMER SWITCH ® FLUORESCENT DESIGN BY: FIXTURE MICHAEL STAUFFER,ARCHITECT,AR13908 � 1093 A1A BEACH BLVD. SUITE#330 T TELEPHONE ST.AUGUSTINE BEACH, FL 32080� CARRIAGE LIGHT CABLE TV DOUBLE FLOOD LIGHT TELEPHONE:904-471-2552 PREWIRE & BRACE m PANEL BOX DRAFTING BY: CEILING FAN WITH LIGHT 0 SMOKE DETECTOR 2ND FLOOI\ ELECTKICAL FLAN 12627 San Jose Blvd Suite 702 ordieast Jacksonville, FL 32223 Florida Design,Inc 904.260.3319 I NOTES ROOF RISE 12 5 2'-6" ROOF RISE SILL HEIGHT 20" IV ZI `2 >< 17 A >< 2x8 I OUTRIGGER i 20" ROOF R15E 4 N 2x8 BETWEE 12 t W/VENTS 2x8 OUTRIGGER SHEATHING 3 SUBFLODR >< 4x8 BEAM 2x BETWEEN PLATE HT. W/VENTS ��— TRU55 TRUS5 1x6 T+G WP >< V, >< 1x6 T+G 1x6 T+G FLOOR n DRIP TRUSS DRIP 2x6 DRYWALL v NICHIHA x 2 ' MCHIHA x 2 " FASCIA BOARD I u r 2x3 W/45° �� FASCIA BOARDN ^\ I REVISIONS A A x "BEVEL b - 4x6 BRACKET I CORRECT SIDE AND REAR SGD5 07.03.17 1x12 ON 3/4"FURRING 2x3 W/45° — EACH SIDE x J"BEVEL 6" ADDED COLUMN AND TRIM 08.09.17 ON 1x BLOCKING I I 23PLYWD./ I 1x ON 3/4"FURRING �� HEADER 450 OVERLAP JOINT SPACERS WHERE 2x2 SPANDRELS ANGLE i OCCURING (TYPICAL) 2x4 FRAME �� 3x3 BRACE �z v HEADER i STUCCO ON i \\ ill SPANDRELS I I SHEATHING CSD 4�"0.C. I I EAVE 45 BRACE° NGLEITIPH I i I x ------------ — 4x6 BRACKET I I ----------- ------ -- --- STUCCO ON I PT 1x2 BAND SHEATHING I KIVERSIDE45° I i I BEAM ANGLE „ I 2X6 STUD5 I 2x4 FRAME 4"RADIUS With BRACKET DOOR Build CUnf idenCe 8"x8"POST: 1227b San Jose Blvd., Suite 120 1x ON "FURRING -n Jacksonville, Florida 32223 ON 6x6 PT POST PT 1x2 BAND Office: (904) 449-1650 www.mynversidehome.com SPACING (TYPICAL) 4 Lot 55 I I II I I I I II I I PT 1x6 BASE Atlantic Beach I I j HOUSE BLAB Country Club I I 2x6 PT DECK Zx6 PT DECK I I I W,+"GAPS W/j"GAPS `fYP"CAL I I 1 TYPICAL 9 I i I SLAB i I = I I � DRIVEWAY GA';AGE SLAB 1 Lamolinara Residence 1x10 ON 2x8PT P`2x8 PT WOOD BEAM I a i I J015TS J015T5 n nl I I i o CONT.2x8 PT PLATE j CRAWL CIZ W/ANCHOR BOLTS SPACE ��T GARAGE O A5 REQ'D. Wall all Sections GRADE � SCA—E:3/4"=1'-0' 1883 Atlantic Beach Drive STucco Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 D1 Scale 1/4" = 1'-0" 1St FLOOR F'O \CH SECTION of 1 SCALE:3/4"=Ta" Plan Santa Rosa-A 10 Written dimen5ion5 Shall have precedence over scale dirnen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. 15t FL00F\ POK'CH ELEV. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 SCALE:3/4"=7-0" 1093 AIA BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 °met Jacksonville, FL 32223 r rias»e6=su,k,- 904.260.3 319 NOTES i 12 OSB ROOF 7 SHEATHING 30#MIN.FELT FASTENED PER FBC 8905.2.7 FASTEN SHINGLES PER FBC 8905.2.6 (�pP110 12 20" 055 ROOF SHEATHING 7 rRu55 1x6 T+G 2X8 BTWN.RR \` 30#MIN.FELT FASTENED PER FBC 8905.2.7 ��'\lp� 00 FASTEN SHINGLES PER FBC 8905.2.6 W U N \v � �✓,�'�P HC 20„ DRIP' 1x6 T+G 2X8 BTWN.RR 2X8 RAFTERS,HOLD DOWN TRUSS �'FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. Q NICHIHA x 2 'DRYWALL CLG. w \� FASCIA BOARD 2x6 = J�\ HC DRIP VAPOR BARRIER.SEALED AT 20 RAFTERS,HOLD DOWN TOP&BOTTOM PLATES. ROUGH OPNG HEAD HEIGHT j,"FROM TOP OF TPUS5 FOR T&G ATTACH PER ENG. NOTE: NICHIHA x 2 " FASCIA BOARD �'DRYWALL CLC. 1.EXTERIOR FENESTRATION PIECES2X6 I----- \ SUCH AS FOAM BANDING ARE TO BE INSTALLED OVER THE 5CRATCH/380WN 2-2X6 TOP PLATE REVISIONS i COAT OF STUCCO WITH A STRIP OF w HEADER CORRECT SIPE ANP FEARSGDS 07.03.17 SELF-ADHERING FLASHING OR 6"STUCCO / \ SFLF-SEALING MEMBON FOAM TRIM OCGU8ING ADDED COLUMN AND TRIM 08.09.17 MEMBRANE ON 2.THE JUNCTURE OF EXTERIOR PLASTER i �� ROUGH OPNG HEAD HEIGHT AND FENESTRATION PRODUCTS SHALL 3E 2X4 TRIM 5EALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE,RESIDENTIAL HARDIE OR NICHIHA SIDING WATER RESISTANT 13AKRIER- 2 LAYER5 REQUIRED FASTEN LATH @ 7"O/C 4"MIN.PENETRATION IVERSIDE gINTO FRAMING ° Q - a z WEEP SCREED-SURFACE ° SHOULD NOT BE BLOCKED W/ d. FINISH MATERIAL FOR DRAINAGE _ n v° PURPOSES wr 7/16"05B WALL SHEATHING Build With Confidence TERMINATION OF STUCCO � " ` � 12276 San Jose Blvd., Suite 120 .STUCCO TERMINATION PER ASTM G-92O A2,22. STUCCO ON DRIP SCREED INSTALLED PER ASTM 1063-03 FOAM SILL Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com VAPOR BARRIER.SEALED AT TOP&BOTTOM PLATES. Lot 55 K-19 INSULATION N 2X6 STUDS 3 (R-19 INSULATION) Atlantic Beach 7/16"OSB WALL SHEA-_F-ING 2X6 STUDS 7/8"STUCCO 2X6 5A5E PLATE 1/2"DRYWALL Country Club PAPER BACK WIRE LATHE 2X6 BASE PLATE RUN TO TOP OF PLATE. J"SUBFL008 WEEP _ SCREED I -- Lamolinara Residence I 7i8°5TUCCO 4"CONC. ON CMJ 1 SLAB FLASHING I FLOOR r � , J 5T0° I 2X10 TRUSS Wall Sections I a'CMu 1883 Atlantic Beach Drive � z I FOUNDATION DRIP GRADE 1 Atlantic Beach, Fl. 32233 1 I i I FOOTING PER STUCCO Drawn By ARJ Sheet i ENG. ------- Date 06.27.2017 2 Scale 1/4" = 1'-0" Plan of Santa Rosa-A 10 TYF. 2nd FL00F\_ TYF I AL 1 S T 012 Y WALL SECTION SCALE:1"=1'-0" Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 4Contractors shall verify and be responsible for dimen5ion5 and SCALE:P'=1'-0" conditions of the job. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE:904471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 ort1eask Jacksonville, FL 32223 Florian Desigc,,Inc. 904.260.3319 NOTES REVISIONS CORRECT 510E AND REAR 5G[)5 07.05.17 ADDED COLUMN AND TRIM 08.09.17 DEGO.RIDGE BEAM 24'PARALLEL ' 12 CHORD TRU55 71 TRU55E5 IVEKSIDE 12 - 40 BEAM5 • 1• 0±48"O.C. 7 Build With Confidence - 12 11 H 11 12276 San Jose Blvd., Suite 120 KITCHEN 1'NTRY LNDRY GARAGE Jacksonville, Florida 32223 Office: (904) 449-1650 www.myriversidehome.com OMES Lot 55 PORCH Atlantic Beach IL;.j 0 Country Club -------- ------------------------------------------------------------------------------------------ --- - ------------------------------------------ -------------- 5UILDING SECTION Ca FAMILY ROOM Lamolinara Residence 6 SCALE: 1/4" = 1'-0" Building Section 1883 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 D3 Scale 1/4" = 1'-0" Plan of Santa Rosa- A 10 .) Written dimensions Shall have precedence over Scale dimensions. Gontractor5 Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER,ARCHITECT,AR13908 1093 A1A BEACH BLVD. SUITE#330 ST.AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 oma, t Jacksonville, FL 32223 Flari&Design,Inc. 904.260.3319 NOTES INSTALL SHINGLES OVER FLANGE 0 HEAD VALLEY SHINGLE INSTALLATION: p�pP FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD °. ENROOFING OVER 1 #FELT 6 OPT.PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE 1I OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST So%tk ROoF 0e, ,\\ I I PRE-ENG WD U SSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN SV OV�S� \ VENT STACK,SEE PLUMBING INSTRUCTION FOR ADDITIONAL INSTALLATION \\ FOR SIZE&LOCATION I I INFORMATION 5%0E Q ' \\ PREFORMED FLEXIBLE BOOT 1 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE FLASHING W/INTEGRAL FLANGE ♦ . e e SET IN PLASTIC ROOF CEMENT ""' cur WEATHER E RE THEE BARRIER BARRIRRI ( FLAFr ER(OR TUCK HE./ INSTALL FLANGE OVER 12 6R�YM� I FIBERGLASS SHINGLE UNDER) } Np \e ROOFING OVER 15#FELT SHINGLE BASE I OVER 7/18"RADIANT BARRIER , • I OSB OVER PRE-ENG WD r IED T CUT IN 24"WIDE METAL VALLEY 1TRUSSES It MODIF WEATHER BARRIER ° FLASHING OVER 15#FELT LINE OF WINDOW OPEN G'- pR�p FOLD WEATHER BARRIER IN AT JAMES AND SILL MECHANICALLY FASTEN 6 FANNED EDGE(CAP,NAILS STAPLES)IF REQUIRED BY FLASHING MAMIFACTURER NOTES: APPROVED WEATHER ISTLL EPWIDE UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH LF-PDHSA LE 9"WINA BARRIER SE MANUFACTURERS WRITTEN INSTRUCTIONS oVFRwDBTuOwALL MEMBRANEFA3HINSLL slu EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JOADS FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 CMN STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDTH FIBERGLASS SHINGLE ROOFING OVER OF ASPHALT PLASTIC ROOF UNDERLAYMENT CEMENT WALL SHEATHING INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT STUCCO/CV FINISH HEAD NON-CORRODING o ;'' ASSEMBLY W/15#FELT GALVANIZED METAL OFF-RIDGE MTL EAVE DRIP OVER APPROVED WEATHER +� TRIM B"-7"FROM END VENT WITH BAFFLE.SET IN APPLY I: BARRIER PLASTIC ROOF CEMENT OR CONTINUOUSSBEAD OF: I:: WINDOW INSTALLV WIDE OF FIRST SHINGLE ,.'' �>" LAP FELT AND WEATHER SEALANT SEALANT INSTALL BARRIER OVER VINYL �� A, NG RNqTO � I MANUFACTURERSWRTETEN -AILING FLANGE TRIM TABS FROM ALL STUCCO STOPNVEEP SCREEN LNEW OR Y°RE'P�E� I LEVEL NS�o� M JAMES STARTER COURSE HOLES OR SLATS I ::: EXTEND 15#ROOFING FELT SHINGLES 1 : UP WALL 7"MIN. INSTALL OFF-RIDGE I STARTER COURSE 5x6 METAL FLASHING OVER VENT FLANGE OVER -- Z ROOFING FELT(NAIL TO SHINGLES AT BASE Z ^ Z I ROOF DECK NOT WALL 7/16°OSB OVER SHEATHING) PRE-ENG WD ::?I;.,. I EXTEND MEMBRANE .-.• I -:.., - FLABHNO MIN,1"BELOW N CAP SHINGLE-DO NOT NAIL TRUSSES SILL FLEXIBLE FLASHING INSTALL WITH ROOF REVISIONS CEMENT CORRECT SIDE AND REAR 5GD5 07.03.17 PLACE SHINGLES CLOSE _ SHINGLE ROOFING i' TOGETHER BUT DO NOT ALONG RAKES,CEMENT CROWD ROOF CEMENT NOTES: STEP 4 STEP 5 STEP 6 ADDED COLUMN AHI)TRIM 08.09.17 SHINGLES TO UNDERLAYMENT �� ' 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER INA4"WID MANUFACTURERS WRITTEN INSTRUCTIONS OF ASPHALT PLASTIC ROOF i CEMENT i' 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING PLACE SHINGLES 3/8" FOLD WEATHER BARRIER MTL EAVE DRIP �i� OVER EAVE&RAKE DOWN&TAPE DIAGONAL EDGES TO PROVIDE DRIP WALL FLASHING DETAIL - STUCCO OFF-RIDGE VENT FLASHING DETAIL NNITALL4'WIDE WINDOW SEI.f-ADFiERI1G MEMBRANE FLASHIN N.T.S. N.T.S. OVERNABJNO FLANGE FIRST COURSE RING MRN �� SEAL WINDOW FRAME TO MN.BEYOND JAMB INSIDE T ATR.O WITH FLASHING SEALANT AT UPLAND A MINIMUMBOTH AMSSTOTO FORM A BACK STUCCO/CV FINISH NOTE: t.WINDOW INSTALLATION& MIIL** FRAME WITH IANTTOR II■ �� WALL SHEATHING ASSEMBLY (PROVIDE Pi FLASHING DETAILS ARE OW-EXP NACANDINFOAM RE OD CONSISTENT NTH ASTM2112 ': r SYN WD SIDING OVER LAP BARRIER OVER NAILING METHOD A-1 EXCEPT WHERE REQUIRED) APPROVED WEATHER FLANGE SELF-ADHERING MEMBRANE 11-1/2"to 12-1/2" 11-1R"W 12.1/2" BARRIER FLASHINGS ARE USED. r VINYL DRIP/WEEP SCREED "to 1_1/2• 1'to 1_1!2 LAP WEATHER BARRIER OVER 2.IT IS THE INSTALLATION IVERSIDE METAL FLASHING AND SECURE _ _ _ _ CONTRACTORS :..'• 0 0 a WITH STARTER STRIP 5"x5"METAL FLASHING RESPONSIBILITY TO VERIFY TH COMPATIBILITY OF I ( KICK-0%T PRODUCTS INCLUDING LUDING - I EXTEND 15#ROOFING FELT I FLASHIft4SEE I �� WEATHER BARRIER,SEALANT io UP WALL 7"MIN. DETAIL) � &SELF-ADHERING FLASHING I "� I I MATERIALS USED DURING i I i CONSTRUCTION. INTERIOR VIEW i 5x5 METAL FLASHING OVER ROOFING FELT(NAIL TO ROOF �`� �� EXTEND KICK-OUT 2" tO i 3.INSTALL ALL MATERIALS PER STEP 7 STEP $ STEP 9 ■■ SHINGLE NAILING to I DECK NOT WALL SHEATHING) MANUFACTURERS WRITTEN low ry i BEYOND FASCIA- `�,�al � SPECIFICATIONS. CAP SHINGLE-DO NOT NAIL y Bund With Confidence �\ INSTALL WITH ROOF CEMENT ```' SEALANT/FLASHNGS MAYSHINGLE ROOFING REACT ADVERSELY IF NOT ROOFING DETAILS COMPATIBLE. �, FELT UN� NT 12276 San Jose Blvd., Suite 120 N.T.S. ROOF CEMENT �\\ �[E ROOFING E Jacksonville, Florida 32223 NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, \ MTL DRIP EDGE FOR SLOPES BELOW 4:12,ALL ROOFING UNDERPAYMENT FASCIA NO:INSTALL KICKOUT Office: (904) 449-1650 SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLASHING AT BOTTOM OF ROOF&WALL INTERSECTIONS WATER www.mytiversidehome.com BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT WINDOW FLASHING INSTALLATION DETAILS SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. N.T.S. N.T.S. Lot 55 Atlantic Beach Country Club . . . . ... . APPROVED WEATHER ........ ......... ....... .......... ' BARRIER ODER .. .. .. ... ... .. . SHEATHING ........ .. ...... ....... ........ .... _ ..F... INSTALL DOOR PLU .. ` Lamolinara Residence ti .... LEVEL&SQUARE ..... MANUFACTURER LSE OF DOOR OPENING ...... .'.'L .... INSTRUCT1 ".'.'I'..'...', CUT WEATH BARRIER .'. .... FARRIER ER .'.. .11 _ AROUND JAMBS . ....... I.....'. I.,. •.I......•... ROOF TRUSSES ` - Flashing Details '.'.1'.'.'...-. BET THRESHOL ROOF TC155F5 ..I... .. SED OF SEA APPLY SEALANT CONlE318&FRONTED OF THRES 2x4 B10EO'JIRED ATTrANEPAME2 STEP 3 1883 Atlantic Beach Drive L,1aNrs STEP 1 STEP Atlantic Beach, Fl. 32233 NOTE:AT UNPROTECTED DO S,BOTTOM 1/4th OF JAMBS SHALL BE CO SITE,P.T. UEFA BASE LAVER: OR OTHER DECAY RESIST MATERIAL Drawn By J Sheet sUB=ASG BASE LATER: ATTACH WITH(2)1 J1 TYPEFIREGUARD uF£Ar-fC ......... ..'.'.'...... 5WPD 0LA55 FIREGUARD 5HFATHING DRYWALL SCREWS •......... INSTALL 4-WIDE .'............ ATTACF WITH 2"NAII.5 OR SCREWS NO YENS ARE ALI OWED _ .... ... SFiF-MNERNG MEMBRANE .. FACE LAYER-l55 FIREGUARD SHFATili .... ... .. FLASHINOO FRAME1 O ...._._. _.,.... NO YEM1 S ANF_.ALLOWED "r ..... ....... DOOR FRAME IM• ... Date �J �/ '� FAC=�•�YER: AT`TACSCRES 0 L2.OL TYPE G"DRYWAL1 .... ... .... 06.2/.201/ AD 5✓C DEN5GI A55 FIREGUARD 5HEATHNG -OFFSET JOINTS IN BA5F AND FACE AYER 2a' A1T '4•'' .- . Scale YhED WITH 2"MIN 5CREW5 OR NAILS 0 24'O.C. � .. �7 -OFFSET MINTS IN BASE AND FACE I AYER 24" EXTEND SELF. 1 1 j41t � 1 1-017 NBTALL41NOE MEMBRANE FLASHNG I"MIN. ... NIR. / SEF NG MEMBRANE .. .. BEYOND JAMB FLASHING .... .. N Of FLASHING ..... NOTE DOOR FRAME,M" ;!!! Plan 1 O t OESiGN BASED Ot GA FILE No.RC 2602 ..... .. .... .. 1 Santa Rosa- A DESIGN BASED ON GA FILE No.RC 2602 li Written dimen5ion5 shall have precedence over Scale dimen5ion5. SE DOOR DMffAILS .. Contractors Shall verify and be re5pon5ible for dimen5ion5 and S=CtION-(1)HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT AS NEEDED eondltion5 of the job. SECTION-(1)HOUR FIFE RA D 11NOERSIDE ONLY)SOFFIT A5 NEEDED TH i DETAIL ONLY APPLICABLE WHERE SEPARATION DISTANCE OP 4VEFW.NG;S LESS THAN 5'MD MORE THAN 2'FROM PR LINE THIS DETAIL ON Y APPY CAM I*EFE 5EP. Tlpi 05'0#LE(IF OVERHANG 15 LE55 THAN 9 AND MORE THAN 2'FROM PROPERTY LV•E ALTERNATE: STEP 4 STEP 5 DESIGN BY: ALTE?NA RATED SOFFIT ASSEMBLES WHCH MEET MICHAEL STAUFFER,ARCHITECT,AR13908 2ATED SOWIT A55CMBILFS WHICH MEET UL STANDARDS FOR(1)HOUR FIRE RATING ARE PERMITTED 1093 AIA BEACH BLVD. SUITE#330 UL 5"ANDjZD5 FOR E11 HOUR DOOR FLASHING INSTALLATION DETAILS ST.AUGUSTINE BEACH, FL 32080 FIRE�ATl*ARE FWATTED N.T.S. TELEPHONE:904-471-2552 DRAFTING BY: dAb 12627 San Jose Blvd Suite 702 Ordle35[ Jacksonville, FL 32223 Flori&Design,Inc. 904.260.3319 I