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1624 ATLANTIC BEACH DR - PERMIT RES18-0059 CITY OF ATLANTIC BEACH r -'A` `'`� � 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 �� ,•3>>%' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0059 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 439526.9 Issue Date: 3/21/2018 Expiration Date: 9/17/2018 PROPERTY ADDRESS: Address: 1624 ATLANTIC BEACH DR RE Number: 169505 1120 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS LLC Address: 414 OLD HARD RD FLEMING ISLAND, 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * 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. PermitConditions City�• _its) _ of AtlanticBeach Permit Number: RES18-0059 Description: NEW SINGLE FAMILY RESIDENCE Applied:2/5/2018 Approved:3/19/2018 Site Address: 1624 ATLANTIC BEACH DR Issued:3/21/2018 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:ATLANTIC BEACH PARTNERS LLC Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 2/8/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes:- All concrete driveway aprons must be 5"thick,4000 psi;with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right=of-way. (Commercial driveways--6"thick)...' 2 2/8/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Nates: 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. 3 2/8/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain:on-site during construction. 4 2/8/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: ° Roll off container company must beon City approved list,(Advanced Disposal;Realco Recycling,Shapell's,Inc.,Republic Services,Donovan` Dumpsters). Container cannot be placed on City right-of-way. 5 2/8/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,`including sod;is requiFed Printed:Wednesday,21 March,2018 1 of 2 0; J �' ) PermitConditions : .. of Beach 6 2/8/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes-,._ „ All runoff must remain on-site. Cannot raise lot elevation. 7 2/13/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid tlamage to underground water-and sewer•utilities.;Verify vertical and horizontal location of utilities.-,Hand digif necessary. If field' coordination is needed,call 247-5834. " 8 2/13/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes Ensure all meter boxes,sewer cleanouts and valve covers-are set to grade and visible. 9 2/13/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: 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. Printed:Wednesday,21 March,2018 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road CS :C:, Atlantic Beach, Florida.32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us LDate routed: City web-site: http://Mm.coab.us APPLICATION REVIEW AND TRACKING FORM Pro ert Address: GT�- TtJC� 1C Department review required Ye No p Y Applicant: i kV a ((� C k__otne� ,E nning &ZoningITree Aditttrtistr'ror Project: ( (Q GLC ( L�'/ �C�{Yl ublic Works Public Utilities -Public-Safety Fire Services R:eviewfee $ Dept Si nature 9 ' Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: M pproved. []Denied. ❑Not applicable (Circle one.) Comments: B:U,IL©aI�N.� PLANNING &ZONING � -�,3•0010 Reviewed by: {� Date: TREE ADMIN. Second Review: MApproved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:-3'/9' 1,? FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH yI,Fu � 2018 j y 'i 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 2.20.2018 Revision to Issued Pen-nit Corrections to Comments X Permit# Project Address 1624 Atlantic Beach Drive Contractor/ Contact Name Riverside Homes/Lindsey Bishop Phone 904-503-7055 x3 Email LBISHOP@myriversidehome.com Description of Proposed Revision/Corrections: Permit Fee Due $ 5'0.®C) Correct shower height Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I Lindsey Bishop affirm the Revision is inclusive of the proposed changes. (printed name) Signa f Contractor/Agent(Co' for must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: �'Biail'dtrtg - anning & Zoning Reviewed By Tree a or Public Works Public Utilities Q Public Safety Date Fire Services f CITY OF ATILANTIC BEACH MAR - 8 2018 800 Seminole Road Atlantic Beach,Florida 32233 gills) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3.5.2018 Revision to Issued Permit Corrections to Comments X Permit# Project Address 1624 Atlantic Beach Drive Contractor/Contact Name Riverside Homes/Lindsey Bishop Phone 904-503-7055 x3 Email LBISHOP@myriversidehome.com Description of Proposed Revision/Corrections: Permit Feeue Correct shower height Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I Lindsey Bishop affirm the Revision is inclusive of the proposed changes. (printed name) Si re of Contr ctor/Ag Zt ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required:1! y�^^ RAminis ning Reviewed By Tra or Public Works Public Utilities 3J tv Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) j 800 Seminole Road CS 12 00 S -r Atlantic Beach, Florida.32233-5445 1 Phone(904)247-5826 • Fax(904)247-5845 rrj �, • E-mail: building-dept@coab.us LDate routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Tt C 6 cl Department review required Yes No uildin �� cf nningz&Zoning/ Applicant: l 1O G C-t; - TrRi MT!iiffi1Mor Project: ublic Works Public Utilities --Public-Safety Fire Services Review;fee $, Dept`SignatureF� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First.Review: []Approved., Denied. [-]Not applicable (Circle one.) Comments: BUILDING PLAN NING"V& G ZONINI Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. l2TDenied. ONot applicable PUBLIC WORKS Comments: , r Te vg's-e 117ee 4- PUBLIC UTILITIES . PUBLIC SAFETY Reviewed by:// �a— Dater-2(~j FIRE SERVICES Third Review: Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by:A'? Date: r 3^ Revised 05/19/2017 ,L\� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD a. ;� ATLANTIC BEACH, FL 32233 J , s _: NFICE COPY ` — (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/6/2018 Permit#: RES18-0059 Site Address: 1624 ATLANTIC BEACH DR Review Status: DENIED RE#: 169505 1120 Applicant: RIVERSIDE HOMES OF N FL Property Owner: ATLANTIC BEACH PARTNERS LLC Email: aatteberry@myriversidehome.com Email: Phone: 9044491650 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS_. Revisions may not be submitted until ALL departments have completed their respective reviews.. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Shower Enclosure Height: Fences/enclosures are limited to a maximum height of 6' when located in side and rear yards. The proposed outdoor shower enclosure exceeds this maximum height. Please reduce the height of the shower enclosure or move it so that it is at least 5 feet from the property line. Brian Broedell, bbroedell@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. U CITE' OF ATLANTIC BEACH Y 202018 800 Seminole Road F Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 2.20.2018 Revision to Issued Permit Corrections to Comments X Permit# Project Address 1624 Atlantic Beach Drive Contractor/ Contact Name Riverside Homes/Lindsey Bishop Phone 904-503-7055 x3 Email LBISHOP@myriversidehome.com Description of Proposed Revision/Corrections: Permit Fee Due$ Correct shower height Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I Lindsey Bishop affinn the Revision is inclusive of the proposed changes. (printed name) O0 Signaodlf Contractor/Agent( o - for must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments 1 r eedS �G rev" S e -Vecff'r AV De artment Review Required: Buil "o, zr arming-&-Zoning- Reviewed By Tree a or Public Works Public Utilities �2 Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH,FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/21/2018 Permit#: RES18-0059 Site Address: 1624 ATLANTIC BEACH DR Review Status: DENIED RE#: 169505 1120 Applicant: RIVERSIDE HOMES OF N FL Property Owner: ATLANTIC BEACH PARTNERS LLC Email: aatteberry@myriversidehome.com Email: Phone: 9044491650 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews, Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or 6 few correction items will not be accepted: Correction Comments: Shower Enclosure: Please revise sheet A4 to show the reduction of the shower enclosure height. Sheet AS was revised, however, sheet A4 needs to be revised as well. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. r_-a CITY OF ATLANTIC BEACH c. 800 Seminole Road Y' b MAR — 8 2018 Atlantic Beach,Florida 32233 r Sill REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3.5.2018 Revision to Issued Permit Corrections to Comments X Permit# I`' (� OQP Project Address 1624 Atlantic Beach Drive Contractor/Contact Name Riverside Homes/Lindsey Bishop Phone 904-503-7055 x3 Email LBISHOP a,myriversidehome.com Description of Proposed Revision/Corrections: Permit Fee Due $ Correct shower height Additional Increase in Building Value$ N/A Additional S.F. N/A By signing below,I Lindsey Bishop affirm the Revision is inclusive of the proposed changes. (printed name) Si re of Contr 'ctor/Ag t(Sontractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: anming &Zonng Reviewed By Z ,"C•P Tree.A minis ra or Public Works I �i Public Utilities �f Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department _ (To be"assigh6d by the Building Department). v r-- - s 800 Seminole Road le j - Atlantic Beach, Florida 32233-5445 ? V Phone(904)247-5826 • Fax(904)247-58, 506 i " r k' E-mail: building-dept@coab.us f � � 201 Date"routed City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 V G �-CLP'Q7l (2 &A' C' Department review required Yes No uildin Applicant: lV l(� C- C�(Yl nning &Zonin Tree or Project: ( �C��CF71pa"l ��-/ Hymc—_ ^ublic Vvorks= Public Utilities —Public-Safety Fire Services ,Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable LP1QBLIC_LORKS/_' Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER Building Department nti nihn' (To be assigned by the Building Department:) 800 Seminole Road T� ' '' G " G S p 00 C� r� Atlantic Beach, Florida.32233-5445 ' / Phone(904)247-5826 • Fax(904)247-5845 FEB 0 6 2018 E-mail: building-dept@coab.us Date routed: ' City web-site: http://www.coab.us � APPLICATION REVIEW AND TRACKING FORM Property Address: &L P"\TLP, Tf e 6 Department review required Yes No Iuildin E Applicant: nning &Zonin Tree Xditr�s'trgtor Project: ._1 ( 1\3 GLC PRM l U—r �� ,rY1 ublic Works _ "P`uk lI Utilities- -ub,lic-Safety Fire Services ,Review fee $ D Dept Signature ) Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: �' DaterXv�— Wy TREE ADMIN. Second Review: ❑Approved as revised. []Denied. ❑Not applicable PL OR Comments: t:5t TILIT1 PUBLIC SFET Reviewed by: Date: FIRE SERVICES Third Review: [_]Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Buflding Permit` ApplicationUpdated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 /n � Q Phone:(904)247-5826 Fax:(904)247-5845 Job Address: fat' W1 i L�LQ Ch -D rr u Permit Number: .t� C a Legal Description Wk INP cwaY\,ii c-.. 2e ck-� (' b±nz),- L U �,, W+ I RE# 1.095DJ - 11 2;p Valuation of Work(Replacement Cost)$_--1 SO I 0C.-)0 Heated/Cooled SF to Non-Heated/Cooled o Class of Work(Circle one): ew Addition Alteration Repair Move Demo Pool Window/Door ° Use of existing/proposed structure(s) (Circle one): Commercial Resi ential m If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information Name: i VcKsif.P ) ),„eCAddress: ) 7(o Salt DSc ` IUd. S cityQG�S��(p State Z�zip 32--2—�3 Phone v • 1 • o� E-Ma1 __L ISL,c�1�FYI,/0I, -. ,I .Zh1n>p Owner or IS (If Agent, Povf/er of Attorney or Agency Letter Required) Contractor Information Name of Company: Qi�\le.Ysj f kyz,ie qualifying Agent: IVJQAj10p,�,-d )gL-_r'(� Address_ ) x'1(0 r7 I ,��(-Q� SSP )7� City GLCX8(WW( State Zip_ 3LZZ3 Office Phone SO 1c)-i—, x3 Job Site/Contk4Number State Certification/Registration#r 6C 1�±l3S E-Mail Lam' SbiU gC ve k `Gke rti4 c_cvY� Architect Name&Phone# V-V- -C, Engineer's Name&Phone# Workers Compensation in9 C 13 62 co Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 331 day of igned and sworn to(or affirmed)before me this 31� day of Zvl g v(3 .�, by (Sig ature of Not r 4�4 [personally Known OR OZOZ'6l uep saildx3'wtuo0 liW .�oa, , LINDSEY P uoiss MoD =a° a's_ [iVrersonally Known OR; a°7�u`�, [ ]Produced Identificati bOZ9b6 id# ! ;,n * tt( [ ]produced Identificati = _ * ? Notary Public-State of Florida Type of Identification: ephol�to aletg ollgnd�RION ; _ , Q ° Commission e FF 946204 Type of Identification: )� '? �' nny rnmm Exnlrac pan 19�p dOHSlB' � nuu OFFICE Copy A.ppuca a Co es:.20.ZOFLORID.ABUILDING CODE APP-roved Disapproved , . Review y itials/Date: •/ o/ 1Deye�opxn.ex�� Ste � labitable Space 33 Y6 S-F-No Habitable i npervious area Els—ce-URMous Information :cup au cy CYroup '3.,)?</-e bra ,�.,;IY ko r►, Pe of Co-nstruct7on -�! mbar of Stories 2 rtug District A SGL K. Occupancy Load Spruders Required d Zone �G Utions/comments 2017180749•, OR BK 18074 Page 2069, Number Pages.: 2, Recorded 017 at 08:19 AM,. Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY ING $18.50 Prepared by and return to: Brent R.Newton,Esquire Newton&Newton,P.A. 10192 San Jose Blvd. Jacksonville,.FL 32257 File No. 17-0511 Permit Number: Tax Folio Number: State of. Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,-in accordance with Chapter 7I3,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 156,Atlantic Beach Country Club Unit One, according to the plat thereof as recorded in Plat Book 67,Pages 52,53 and 54„of the public records of Duval County,Florida. Street address: 1624 Atlantic Beach Drive,Atlantic Beach,FL 32233 2. General Description of Improvements: construction of single family dwelling 3: Owner Information: a'. Name and Address: Riverside Homes of North Florida,Inc. 12276 San Jose Boulevard, Suite 120 . Jacksonville,Florida 32223 b. Interest in property: Fee Simple C. Names and address of fee simple title holder(if other than owner): 4. a. Contractor Riverside Homes of North Florida,Inc.. 12276 San Jose Boulevard,Suite 120 Jacksonville,Florida,32223 Co 's phone number: 904-503-7055 Fax number: N ; , REVOCABLE ENCROACHMENT PERMIT 71 REVOCABLE ENCROACHMENT PERMIT 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 21�!�rS't r Q *� 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. This work is generally described as I�C� CEM& a) `-"5TH. 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 1(42,)-�A Nwo a VKC— 6,-0(,h 1)1''1,.A _ In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. o The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to malting any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. a This permit shall inure to the benefit of,and be binding upon,the USER and their-respective successors and assigns. ® USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date 1 - 2-9 -Zpl� Property Owner/Agent(signed in presence of Notary Pub ic) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this -R day of —)20 , by�1/�� Dh��-I ,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 otary Public, t e of Florida / Approved/Public Works Department: Personally Known Produce I < ,otva`°�a��., LINDSEY M.BISHOP _; .°�: Notary Public State of Florida Scott Williams,Public Worlts Director Commission#FF 946204 eoFF,o?�` My Comm.Expires Jan 19,2020 ,0, RIGHT-Off'-WAS' / EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERNUTTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address ,y�,� 11fl Q Yui C•, Q(Eb tri Phone qC4 SO3 '_)O Permittee 14ys �L- t6arcs Email kar6 h Requesting Permission to Construct Location (Reference to Cross-Street) I ua-g ma r�G 1�>ea_clh _b_�� o 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. a 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 detennined 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. 0 All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of ��"n ©`,�W� (Project Superintendent) with Company Name &JU,05l U�-�. T';yYYt-e�J Phone ��y (�J �0Sj • 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 constriction 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. s It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the holder will, at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. v The Director of Public Works shall be notified twenty-four(24) hours prior to starting work and again immediately upon completion. Date Permittee(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this day of kLLU:�c 20 , by Mo,_%� 6 K U�Q.��'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. U06,xt �—�41 Personally Known Si ature of Notary t4blic, State of Flori Produced Identification(Type) LINDSEY M.BISHOP _ Notary Public-State of Florida Commission#FF 946204 %T°oFtF0' �� MY Comm.Expires Jan 19,2020 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane rr Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date-2- 7 - l IF Project Address d L 1c)-4E (--f' Number of Units ' Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 41 New Irrigation Meter � Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature aTYsTAFF USE ONLY Application tt I�ar.s 1 � �— OCA �� cc Water System Development Charge $ LIO 00 Sewer System Development Charge $ (3 S t) Water Meter Only $ I g CSd Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 70, DID Other $ TOTAL $ ✓, (Of a, od (Notes) APPROVED Kayle Moore, P.E. )L n Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3346(Hampton) Builder Name: Riverside Homes Street: 1624 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Romanzo Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3444.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3134.50 ftZ b.Frame-Wood,Adjacent R=19.0 310.00 ft' 3. Number of units,if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 4 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (2419.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2252.00 ft' 6. Conditioned floor area above grade(ftZ) 3346 b.Knee Wall(Unvented) R=0.0 167.00 ftZ Conditioned floor area below grade(ftZ) 0 c.N/A R= ftZ 11.Ducts R ftZ 7. Windows(602.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 334.6 a. U-Factor: Dbl,U=0.35 602.42 ftZ b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 334.6 SHGC: SHGC=0.22 b. U-Factor: N/A ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:14.00 c. U-Factor: N/A ftZ b.Central Unit 24.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a.Electric Heat Pump 42.0 HSPF:8.20 SHGC: b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.290 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3346.0 sqft.) In Area a.Natural Gas Tankless Cap: 1 gallons . a.Slab-On-Grade Edge Insulation R=0.0 2228.00 ft' b. Conservation features EF:0.860 b.Floor Over Other Space R=0.0 1094.00 ftZ None c.other(see details) R= 24.00 ftZ 15.Credits Pstat Glass/Floor Area: 0.180 Total Proposed Modified Loads: 75.74 PASS A SS Total Baseline Loads: 87.63 I�/'1 I hereby certify that the plans and specifications covered by Review of the plans and 0�- tM SZ,.x,' this calculation are in compliance with the Florida Energy specifications covered by thish, r�� _ Di [tall signed b Douglas R Stickles �/ >> Code. g r g r g calculation indicates compliance ��,,.' �: DN:cn=Douglas R.Stickles,c=US,o=A/ �? `,� t+'` Douglas R.Stickles CMastersHVAC,lnc with the Florida Ener Code. ,rr, '.; _' 4 '' 0 Date:217.12.05 11:06:17-0500 PREPARED BY: DBefore construction is completed r� •-�='� '' '`- "' 'G DATE: f' r ' X this building will be inspected forti compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Pode.. SOD WS1 OWNER/AGENT: �<� B�n!�S�t Sv BUILDING OFFICIAL: DATE: : '7� f( v DATE: of - 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. 12/5/2017 1 0:00 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 a Doc # 2017180749, OR BK 18074 Page 2069, Number Pages: 2, Recorded 0,?;03/:�017 at 08:19 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 OFFICE COPY Prepared by and return to: Brent R.Newton,Esquire Newton&Newton,P.A. 10192 San Jose Blvd. Jacksonville,.FL 32257 File No. 17-0511 Permit Number: Tax Folio Number: State of. Florida County of, DuvaI NO'T'ICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and,in accordance with Chapter 713,Florida Statutes.(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 156,Atlantic Beach Country Club Unit One, according to the plat thereof as recorded in Plat Book 67,Pages 5Z,53 and 54„of the public retards of Duval County,Florida. Street address: 1624 Atlantic Beach Drive,Atlantic Beach,FL 32233 2. General Description of improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes of North Florida,Inc. 12276 San Jose Boulevard, Suite-120 . Jacksonville,Florida 32223 b. Interest in property: Fee Simple C. Names and address of fee simple.title holder(if other than owner): 4. a. Contractor Riverside Homes of North Florida,Inc.. 12276 San Jose Boulevard,Suite 120 Jacksonville,Florida 32223 b. Contractor's phone number: 904-503-7055 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount of bond: 6. a. Lender: Regions Bank 1042 Main Street,21id Floor Dunedin,FL 34698 b. Lender's phone number. 727-466-2334 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1.)(a)(7).,Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself,Owner designates Julie Harriman of Regions Bank, Commercial Loan Administration, 1042 Main Street,2nd Floor,Dunedin,FL 34698,to receivea copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b. Phone number of person or entity designated by Owner: 727-466-235.6 9. Expiration date of Notice of Commencement(the expiration date is 1 year from date of recording unless a different date is specified): OFFICE COP SITE PLAN LOT ' 156 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT HOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 PHASE UNE ---- P.I.--� ( IN FEET ) 1 inch = 30 ft Ln DENOTES PROPOSED CONCRETE L Nt LT1. N Q DENOTES CHEMICAL TOILET n Lp ;+- DENOTES FUTURE 4" TREE S 155 1'0 8.1 6.67' L0 -a P 120 0 6.67' 8.7 2.00, ® ys• 20.50 o - ,� S�5'32 OUTDOOR CID 11 �Tlf� 37 N f o O O C. H to (' > v L J 9.3 ✓� `�o1s�' 1283 ]jO7T � 20.50' 1 ,14.50• \`� '11't' ��\ � i 4 67' i m,.Y PROpOSED�IIyCF. � N •.m.$ � �e�70R��v,10.50�i.-t"A'§' •'y'?.. �1 a F!sV%�r.33 .c F S,Bt 0 J L' N 8.3 W 5n 16.ss' UNE TABLE j,QT 1 UNE DIRECTION LENGTH 9.8 1 LI(P) S142725'E 1 70.00 L2(P) N1427'25'W 70.00 18.66' SOD BREAKDOWN r'sd°`im'�1p19 xo�r. TOTAL LOT AREA 8,400 Sq.Ft. FOR Am FINISH tLooR R TO CURB 980 Sq.Ft OUNATt ..BE24- IMPERVIOUS COVERAGE GROSS SOD AREA 91380 Sq.Ft. ABOVE GRADE IMPERMOUS Sq.FL LOT Sq.FL 7. DEDUCTIONS CTIONS 3,749 Sq.Ft. 1 8.400 Sq.Ft 44.6% FOUNDATION SLAB 3,308 Sq.Ft. DRIVEWAY 514 Sq.Ft. LEAD WALK 81 Sq.Ft. FRONT-20 FEET FROM FAC2 of GARAGE TO UM a R oc wAY AND 15=FR011 SIDEWALK AREA 280 Sq.FL BU-0 FACE OR PORCH TO..OF RK21T of WAY.CcXPT CORNaR/bWBIE-FRamAGE LOTS,FOR WHICH INE NON-ADORES6 FRONT DE MNIMW YARD SiAl.DE 10 FEET MGM BUILDING COVERAGE A/C PAD(S)&GARAGE GARAGE OR BUBDINc FATE To BAo,OF 10 T OF WAY. -Sq.Ft. COVERED Sq.Ft. LOT Sq.FL R SERVICE DOOR SLAB 3,30B Sq.Ft. 8,400 Sq.Ft. 39.42 WATER/CONSERVATION 0 Sq.Ft. TOTAL OIDUCTIONS 4,215 Sq.Ft. N T SF 00 AREA 5,165 Sq.Ft. CENERAI NOTES• 1.BEARINGS ARE BASED ON THE CENTELINE OF ATLANTIC BEACH DRIVE AS BEING S1427'25-E. 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAV)1968. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075•PANEL NUMBER 040BH,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.EM.A.FJA M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS STE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS STE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REMS0NS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT CF PUBUC WORKS. 4.FL000 MAPS REFERENCED HEREON ARE BASED ON NAM)1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS STE PLAN. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. - 7.THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'-30'OR SMALLER. B.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. IT. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12.THIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDUFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 18.PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 22 SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND FLATW'ORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS CROSS SLOPES STALL BE NO MORE THAN 2.L THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(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 WE TO DRAINAGE PURPOSES. 21.1%SLOPE WILL BE PROVIDED FROM BUILDING TO DISCHARGE POINT PER SECTION 6.04.05H OF THE LAND DEVELOPMENT CODE PREPARED FOB:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106. 004 284-2224 GREEN COVE SPRINGS. FL 32043 FAX 904 284-2258 a°a=�M R "� DnwMR.a CERTIFICATE OF AUTHORIZATION LB #89 1 COPYRIGHT © 2017 , -mo am wmmawaA NOTATION: F.I.R.M.FLOOD ZONE 1a'�`j"r,'A^aa,a j`®'P"+ 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: %(N/A) .•'- oamc `w.,o0or the results of a field survey made under my responsible search of title,and therefore the undersigned and Bartram f1P.;_ ww�q direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PSE-NO. 120075 0408H 6/3/13 m°Dgio® � _ � 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 ttt a disputes,agreements,reservations or other N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A N/A This survey is prepared and certified for the exclusive use of DATE 9/19/17 SCALE: 1•-�, 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_17_007 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: MEG SHEET 1 OF 1 �0 be ca pl10 14fd G�)A. n C. 0. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION OFFICE COPY Envelope Leakage Test Report Prescriptive and Performance Method Project Name: RIVER3346(Hampton) Builder Name: Riverside Homes Street: 1624 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond.Floor Area:: 3346 sq.ft. Cond.Volume: 32342 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: 1 Pa cfm Eq LA: 2 Pa cfm ACH: 3 Pa cfm ACH(50): 4 Pa cfm 5 Pa cfm SLA: 6 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, �0 IST performance results demonstrate compliance testing shall be conducted by an = O, with Florida Energy Code requirements in approved third party.Awritten '�� accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party 9 conducting the test and provided to SIGNATURE: the code official. PRINTED NAME: DATE: BUILDING OFFICIAL: DATE: 12/5/2017 10:01 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3346(Hampton) Builder Name: Riverside Homes Street: 1624 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Romanzo Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3444.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3134.50 ft2 b.Frame-Wood,Adjacent R=19.0 310.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2419.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2252.00 ft2 6. Conditioned floor area above grade(ft2) 3346 b.Knee Wall(Unvented) R=0.0 167.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(602.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 334.6 a. U-Factor: Dbl,U=0.35 602.42 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 334.6 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 .12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:14.00 c. U-Factor: N/A ft2 b.Central Unit 24.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 42.0 HSPF:8.20 SHGC: b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.290 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3346.0 sqft.) In a.Natural Gas Tankless Cap:1 gallons Area EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2228.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1094.00 ft2 None c.other(see details) R= 24.00 ft2 15.Credits Pstat Glass/Floor Area: 0.180 Total Proposed Modified Loads: 75.74 PASS Total Baseline Loads: 87.63 I hereby certify that the plans and specifications covered by Review of the plans and 0-1-RE S�rQx� this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed by Douglas RStickles calculation indicates compliance ,,�f'' Douglas R.Stickler DN:cn=Douglas R.Stickles,c=US,o=A7 N ' _ p +z y C Masters HVAC,Inc. with the Florida Energy Code. '' Date:2017.12.05 11:06:17-0500 PREPARED BY: Before construction is completed DATE: 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. with the Florida Energy ode., m cO�WEI OWNER/AGENT: �S a, BUILDING OFFICIAL: DATE: ; -'7-d , I! DATE: V a' l2' O/r - 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. 12/5/2017 10:00 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: RIVER3346(Hampton) Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 3346 Lot# 156 Owner: Romanzo Residence Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 0 Street: 1624 Atlantic Beach Dri Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp `/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2228 22280 2 Block2 1118 10062 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2228 22280 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1118 10062 No 3 3 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 227.6 ft 0 2228 ft2 ---- 0.85 0 0.15 2 Floor Over Other Space 2nd Floor ---- ---- 1094 ft2 0 0.45 0 0.55 3 Floor over Garage 2nd Floor ---- ---- 24 ft2 19 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2707 ft' 0 ft2 Medium 0.4 No 0.4 No 22 33.7 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2252 ft2 N N 12/5/2017 10:00 AM 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 1134 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1118 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 167 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below# ()rnt To Wall Type 1 W Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 2 S Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 3 W Exterior Frame-Wood 1st Floor 19 12 10 120.0 ft2 0.23 0.75 0 4 N Exterior Frame-Wood 1st Floor 19 4 10 40.0 ft2 0.23 0.75 0 5 W Exterior Frame-Wood 1st Floor 19 2 10 20.0 ft2 0.23 0.75 0 6 N Exterior Frame-Wood 1 st Floor 19 10 10 100.0 ft2 0.23 0.75 0 7 W Exterior Frame-Wood 1st Floor 19 18 9 10 187.5 ft2 0.23 0.75 0 8 N Exterior Frame-Wood 1st Floor 19 4 9 10 47.5 ft2 0.23 0.75 0 9 W Exterior Frame-Wood 1st Floor 19 10 10 100.0 ft2 0.23 0.75 0 10 N Exterior Frame-Wood 1st Floor 19 3 6 10 35.0 ft2 0.23 0.75 0 11 W Exterior Frame-Wood 1st Floor 19 1 10 10.0 ft2 0.23 0.75 0 12 N Exterior Frame-Wood 1st Floor 19 9 10 90.0 ft2 0.23 0.75 0 13 E Exterior Frame-Wood 1st Floor 19 1 10 10.0 ft2 0.23 0.75 0 14 N Exterior Frame-Wood 1st Floor 19 3 6 10 35.0 ft2 0.23 0.75 0 15 E Exterior Frame-Wood 1st Floor 19 2 9 10 27.5 ft2 0.23 0.75 0 16 N Exterior Frame-Wood 1st Floor 19 13 10 130.0 ft2 0.23 0.75 0 _17 W Exterior Frame-Wood 1st Floor 19 2 9 10 27.5 ft2 0.23 0.75 0 18 N Exterior Frame-Wood 1st Floor 19 13 6 10 135.0 ft2 0.23 0.75 0 19 E Garage Frame-Wood 1st Floor 19 31 10 310.0 ft2 0.23 0.75 0 _20 E Exterior Frame-Wood 1st Floor 19 22 10 220.0 ft2 0.23 0.75 0 _21 S Exterior Frame-Wood 1st Floor 19 57 10 570.0 ft2 0.23 0.75 0 22 W Exterior Frame-Wood 2nd Floor 19 15 9 135.0 ft2 0.23 0.75 0 23 N Exterior Frame-Wood 2nd Floor 19 5 6 9 49.5 ft2 0.23 0.75 0 24 W Exterior Frame-Wood 2nd Floor 19 12 9 108.0 ft2 0.23 0.75 0 25 N Exterior Frame-Wood 2nd Floor 19 25 9 9 231.8 ft2 0.23 0.75 0 26 E Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 27 N Exterior Frame-Wood 2nd Floor 19 1 9 9.0 ft2 0.23 0.75 0 28 E Exterior Frame-Wood 2nd Floor 19 22 6 9 202.5 ft2 0.23 0.75 0 29 S Exterior Frame-Wood 2nd Floor 19 32 3 9 290.3 ft2 0.23 0.75 0 _30 E Exterior Frame-Wood 2nd Floor 19 8 5 40.0 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None .46 6 8 48 ft2 2 E Insulated 1st Floor None .46 3 8 24 ft2 12/5/2017 10:00 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.35 0.22 14.7 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 2 W 3 Vinyl Low-E Double Yes 0.35 0.22 44.0 ftZ 1 ft 8 in 1 ft 0 in Drapes/blinds None 3 N 4 Vinyl Low-E Double Yes 0.35 0.22 14.7 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 4 N 6 Vinyl Low-E Double Yes 0.35 0.22 21.3 ftZ 30 ft 4 in 1 ft 0 in Drapes/blinds None 5 W 7 Vinyl Low-E Double Yes 0.35 0.22 128.0 ftZ 11 ft 8 in 1 ft 0 in Drapes/blinds None 6 W 9 Vinyl Low-E Double Yes 0.35 0.22 48.0 ft' 16 ft 2 in 1 ft 0 in Drapes/blinds None 7 N 12 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 8 N 16 Vinyl Low-E Double Yes 0.35 0.22 14.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 9 N 18 Vinyl Low-E Double Yes 0.35 0.22 11.3 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 10 E 20 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 9 ft 8 in 1 ft 0 in Drapes/blinds None 11 S 21 Vinyl Low-E Double Yes 0.35 0.22 49.5 ftZ 1 ft 8 in 1 ft 0 in Drapes/blinds None 12 S 21 Vinyl Low-E Double Yes 0.35 0.22 25.0 ftZ 1 ft 8 in 1 ft 0 in Drapes/blinds None 13 S 21 Vinyl Low-E Double Yes 0.35 0.22 6.0 ftZ 1 ft 8 in 1 ft 0 in Drapes/blinds None 14 N 25 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 15 E 26 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 16 E 28 Vinyl Low-E Double Yes 0.35 0.22 40.0 ft' 9 ft 8 in 1 ft 0 in Drapes/blinds None 17 E 28 Vinyl Low-E Double Yes 0.35 0.22 30.0 ftZ 9 ft 8 in 1 ft 0 in Drapes/blinds None 18 S 29 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 19 S 29 Vinyl Low-E Double Yes 0.35 0.22 3.0 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 1 569 ft' 569 ft' 62.1 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000307 2695.2 147.96 278.26 .2911 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 42 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 24 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 42 kBtu/hr 1260 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 2 sys#2 12/5/2017 10:00 AM 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ---Supply--- ----Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area . Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 334.6 ft Attic 83.65 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 334.6 ft Attic 83.65 ft Default Leakage 2nd Floor (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb [[ ]]Mar A r Ma rj Junri Jul rj Au Se Oct Nov H Dec HeatinHJan Feb [X]Mar APr f MaY Jun Jul Au �Xj Sep f Oct HX Nov Dec Ventin Jan Feb X Mar [ A r [ Ma Jun JulAug Se [ Oct 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 12/5/2017 10:00 AM 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* = 86 The lower the EnergyPerformance Index, the more efficient the home. 1624 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 3134.50 ft2 b.Frame-Wood,Adjacent R=19.0 310.00 ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=22.0 2252.00 ft2 6. Conditioned floor area(ft2) 3346 b.Knee Wall(Unvented) R=0.0 167.00 ft2 7. Windows- Description Area c.N/A R= ft2 . U-Factor: Dbl,U=0.35 602.42 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 334.6 SHGC: SHGC=0.22 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 334.6 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 42.0 SEER:14.00 SHGC: b.Central Unit 24.0 SEER:14.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.290 ft. b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems 2 a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2228.00 ft EF:0.86 b.Floor Over Other Space R=0.0 1094.00 ft2 c.other(see details) R= 24.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building E$ 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 fe tures. Builder Signature: Date: . Address of New Home: , �(� ¢1 � .tk, ��Cty Q City/FL Zip: alta WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/5/2017 10:00 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1624 Atlantic Beach Drive Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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. 12/5/2017 10:00 AM EnergyGaugeOO USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60oC). • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 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. 12/5/2017 10:00 AM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 12/5/2017 10:00 AM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3346(Hampton) Builder Name: Riverside Homes Street: 1624 Atlantic Beach Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Romanzo 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. v/ 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/door jambs and framing and skylights and / framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity / spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors r✓ 12/5/2017 10:01 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3346(Hampton) wr'ightsoft, Date: 12/05/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite 4306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 ' • ect 11,46'reniation For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Coolihg Equipment Design Conditions Outdoor design DB: 93.0'F Sensible gain: 28636 Btuh Entering coil DB: 77.2'F Outdoor design WB:77.0'F Latent gain: 8042 Btuh Entering coil WB: 63.6'F Indoor design DB: 75.0'F Total gain: 36678 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 28000 Btuh 98% of load Latent capacity: 12000 Btuh 149% of load Total capacity: 40000 Btuh 109% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0'F Heat loss: 31292 Btuh Entering coil DB: 68.9'F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 131% of load Capacity balance: 26 'F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 10.5 kW 115% of load Temp. rise: 68 'F Meets are all requirements ofACCA Manual S. 2017-Dec-05 10:44:35 wrightSOft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ACCK...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: RIVER3346(Hampton) wrightso Date: 12/05/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 c ® • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 • • . •pipm.ent Design Conditions Outdoor design DB: 93.0°F Sensible gain: 16958 Btuh Entering coil DB: 76.9°F Outdoor design WB:77.0°F Latent gain: 4640 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.07 Total gain: 21598 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Sensible.capacity: 15540 Btuh 92% of load Latent capacity: 6660 Btuh 144% of load Total capacity: 22200 Btuh 103% of load SHR: 70% Heating ,�'•i • - Design Conditions Outdoor design DB: 32.0°F Heat loss: 19429 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 114% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 7.2 kW 127% of load Temp. rise: 76 °F Meets are all requirements ofACCA Manual S. 2017-Dec-05 10:44:35 n� WrrightSOfte Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ACCX...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA 600-0 1 Project Name: Atlantic Beach Country Club Lot Permit Project Address: Ci - 3 As required by Florida Statute 553.842 and Florida Administrative CodeAule 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 m State# Local# A.EXTERIOR DOORS W%06 a 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 118" temnered monolithic and insulate 3,Sectional N/A 4.Roll up N/A 5.Automatic N/A 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-Wen W-2500 +50/-50,+35/-35 16085.2,16085.3 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A 8.Projected N/A 9.Mullion N/A 10.Wind breaker N/A 11.Dual action N/A 12.Garage Doors Haas Door Company 920 Approved for use HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660.4,16660.6 +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coming Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof GulfLok 26 ga.GulfLok 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 11651.16 R2 Category/Subcategory Manufacturer I Product Description Limitation of Use 1 State# Local# 5.Built-up 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 roo 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 2197AI, 219-7R-2 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-R1 Parallam PSL,Timberstrand LSL,TJ- 4-d Rim Rnard TIT 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A 7.Material N/A 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-RI Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 1 N/A 2. 1 N/A In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. of (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: Project Summar`/ Job: RIVER3346(Hampton) Wrightsoft® a Date: 12/05/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Pr.oidct In brm ation- For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 156,Atlantic Beach C. C. Romanzo Residence DesigninfiPmati6n, 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 38452 Btuh Structure 29774 Btuh Ducts 12270 Btuh Ducts 13776 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50721 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 43550 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial Stories 1 Structure 8960 Btuh Ducts 3721 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft') 3346 3346 Equipment latent load 12681 Btuh Volume (ft3) 32342 32342 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 56232 Btuh Equiv.AVF (cfm)_ 0 0 Req. total capacity at 0.70 SHR 5.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. '11-17PhtSOft° Right-SuiteO Universal 2017 17.0.23 RSU13256 2017-Dec-0510:44:35 Page 1 ACCR....de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E Pr® t Summary Job: RIVER3346(Hampton) wrsghtsofta ecy Date: 12/05117 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 0 • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 156,Atlantic Beach C. C. Romanzo Residence Oesign Informa • Weather: Jacksonville, Int'l Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 of 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 22485 Btuh Structure 18421 Btuh Ducts 8808 Btuh Ducts 10216 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load. 31292 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28636 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial Stories 1 Structure 5360 Btuh Ducts 2682 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 2228 2228 Equipment latent load 8042 Btuh Volume (ft') 22280 22280 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 36678 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 12000 Btuh Temperature rise 28 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=26 °F Backup: Input= 11 kW, Output= 35897 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Y W➢1 Ilasoit` 2017-Dec-05 10:44:35 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 RCCA...de Homes\ATLANTIC Beach CMABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E - Project Summary Job: RIVER3346(Hampton) wrightso , Date: 12/05/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 0 - • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 156,Atlantic Beach C. C. Romanzo Residence -Desion Information. Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15967 Btuh Structure 12751 Btuh Ducts 3462 Btuh Ducts 4207 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19429 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16958 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3600 Btuh Ducts 1040 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1118 1118 Equipment latent load 4640 Btuh Volume (ft3) 10062 10062 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 21598 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162148 Coil FB4CNP030L AHRI ref 9162148 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 OF Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point= 30 OF Backup: Input= 7 kW, Output= 24675 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl ht!SOft` 2017-Dec-05 10:age 3 �' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 ACCN ...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E "rF wrightsoft° Right-JO Worksheet Job: R (Hampton) Entire House Date: 12//05/1705/17 46 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House 1 at System 2 Exposed wall 376.2 ft 227.6 ft 3 Room height 9.7 ft 10.0 ft 4 Room dimensions 5 Room area 3346.0 ft' 2228.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ftp°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12E-Osw 0.068 n 2.58 1.46 903 782 2021 1143 613 522 1349 763 I--c; 3A-2ov 0.350 n 13.30 10.86 91 0 1210 988 91 0 1210 988 L� 3A-2ov 0.350 n 13.30 10.86 30 0 399 326 0 0 0 0 W 12E-Osw 0.068 a 2.58 1.46 604 438 1132 640 258 180 465 263 11 W. 3A-2ov 0.350 a 13.30 29.40 30 0 399 882 30 0 399 882 3A-2ov 0.350 a 13.30 37.40 88 5 1170 3291 0 5 0 0 D 11J0 0.600 a 22.80 18.36 48 48 1094 881 48 48 1094 881 W 12E-Osw 0.068 s 2.58 1.46 900 757 1956 1107 610 515 1331 753 Ej3A-2ov 0.350 s 13.30 14.58 95 0 1264 1385 95 0 1264 1385 3A-2ov 0.350 s 13.30 22.18 48 36 638 1065 0 14 0 0 IW 12E-Osw 0.068 w 2.58 1.46 728 508 1313 743 485 265 685 387 1-c 3A-2ov 0.350 w 13.30 29.40 220 0 2926 6468 220 0 2926 6468 C 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 1213-0sw 0.097 - 3.69 1.73 310 286 1054 494 310 286 1054 494 L-p 11J0 0.600 a 22.80 18.36 24 24 547 441 24 24 547 441 P 16B-15ad 0.061 - 2.32 3.30 167 167 387 551 0 0 0 0 C 16A-21 ad 0.044 n 1.67 3.26 2252 2252 3765 7342 1134 1134 1896 3697 F 19A-19bscp 0.049 1.46 0.69 24 24 35 17 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 2228 381 19640 0 2228 209 10765 0 6 c)AED excursion 0 1397 Envelope loss/gain 40952 27764 24985 18801 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 7 1610 4 920 Appliances/other 129001 11200 Subtotal(lines 6 to 13) 40952 32274 24985 20921 Less external load 2500 2500 2500 2500 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 38452 29774 22485 18421 15 Duct loads 32% 48% 12270 13776 39% 55%1 8808 10216 Total room load 50721 43550 31292 28636 Air required(cfm) 2073 2073 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Dec-05 10:44:35 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 1 �� ...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E wrightsoft" Right-JO Worksheet Job: RIVER3346(Hampton) Entire House Date: 12/05/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite 4306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 2 Exposed wall 148.6 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1118.0 ft' Ty Construction U-value Or HTM Area (ft=) Load Area Load number (Btuh/ft?°F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12E-Osw 0.068 n 2.58 1.46 290 260 672 380 I--c; 3A-2ov 0.350 n 13.30 10.860 0 0 0 I� 3A-2ov 0.350 n 13.30 10.86 30 0 399 326 IW 12E-Osw 0.068 a 2.58 1.46 346 258 667 377 11 3A-2ov 0.350 a 13.30 29.40 0 0 0 0 3A-2ov 0.350 a 13.30 37.40 88 0 1170 3291 11 JO 0.600 a 22.80 18.36 0 0 0 0 IW 12E-Osw 0.068 s 2.58 1.46 290 242 625 354 LI--C; 3A-2ov 0.350 s 13.30 14.58 0 0 0 0 L C 3A-2ov 0.350 s 13.30 22.18 48 22 638 1065 IW 12E-Osw 0.068 w 2.58 1.46 243 243 628 355 3A-2ov 0.350 w 13.30 29.40 0 0 0 0 C 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 12B-Osw 0.097 - 3.69 1.73 0 0 0 0 L--D 11Jo 0.600 a 22.80 18.36 0 0 0 0 P 1613-15ad 0.061 - 2.32 3.30 167 167 387 551 C 16A-21ad 0.044 n 1.67 3.26 1118 1118 1869 3645 F 19A-19bscp 0.049 - 1.46 0.69 24 24 35 17 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 0 172 8876 0 6 c)AED excursion 0 Envelope loss/gain 15967 10361 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 3 690 Appliances/other 1700 Subtotal(lines 6 to 13) 15967 12751 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 15967 12751 151 Duct loads 1 22% 33%1 3462 4207 Total room load 19429 16958 Air required(cfm) 1 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlg611tS�7ft. 2017-Dec-05 10:44:35 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 t'`...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E ' 17 46 rF Wrightsof�t" Right-J®Worksheet Jab: R 105/ (Hampton) ISt System BY ate: DRS/17 AIC Masters HVAC, Inc. 445 Tresca Road,Suite 4306,Jacksonville,FL 32256 Phone:904.722.8995 Fax.904.722.8944 1 Room name 1 st System 1 st Floor 2 Exposed wall 227.6 ft 227.6 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2228.0 x 1.0 ft 5 Room area 2228.0 ft' 2228.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ftl-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�j12E-0sw 0.068 n 2.58 1.46 613 522 1349 763 613 522 1349 763 3A-2ov 0.350 n 13.30 10.86 91 0 1210 988 91 0 1210 988 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 w 12E-Osw 0.068 a 2.58 1.46 258 180 465 263 258 180 465 263 11 [�� 3A-2ov 0.350 a 13.30 29.40 30 0 399 882 30 0 399 882 3A-2ov 0.350 a 0.00 0.00 0 5 0 0 0 3 0 0 D 11J0 0.600 a 22.80 18.36 48 48 1094 881 48 48 1094 881 w 12E-Osw 0.068 s 2.58 1.46 610 515 1331 753 610 515 1331 753 Ei3A-2ov 0.350 s 13.30 14.58 95 0 1264 1385 95 0 1264 1385 3A-2ov 0,350 s 0.00 0.00 0 14 0 0 0 7 0 0 IwI ^ 12E-Osw 0.068 w 2.58 1.46 485 265 685 387 485 265 685 387 L 3A-2ov 0.350 w 13.30 29.40 220 0 2926 6468 220 0 2926 6468 L-G 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 128-0sw 0.097 - 3.69 1.73 310 286 1054 494 310 286 1054 494 I-D 11J0 0.600 a 22.80 18.36 24 24 547 441 24 24 547 441 P 16B-15ad 0.061 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16A-21ad 0.044 n 1.67 3.26 1134 1134 1896 3697 1134 1134 1896 3697 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 2228 .209 10765 0 2228 209 10765 0 6 c)AED excursion 1397 1397 Envelope loss/gain 24985 18801 24985 18801 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) 24985 20921 24985 20921 Less external load 2500 2500 2500 2500 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22485 18421 22485 18421 15 Duct loads 139% 55%1 88081 10216 39% 55%1 8808 10216 Total room load 31292 28636 31292 28636 Air required(cfm) 1333 1333 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rl_ wrigh tsoft" 2017-Dec-05 10:44:35 �� Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 3 ..de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E A. Job: RIVER3346(Hampton) rF wrightsofV Right-JO Worksheet 2nd System Date: 12/05/17 By: DRS AIC Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax.904.722.8944 1 Room name 2nd System 2nd Floor 2 Exposed wall 148.6 ft 148.6 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1118.0 x 1.0 ft 5 Room area 1118.0 ft' 1118.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftj Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 2.58 1.46 290 260 672 380 290 260 672 380 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 30 0 399 326 30 0 399 326 N 12E-Osw 0.068 a 2.58 1.46 346 258 667 377 346 258 667 377 3A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 e 13.30 37.40 88 0 1170 3291 88 0 1170 3291 11J0 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12E -Osw 0.068 s 2.58 1.46 290 242 625 354 290 242 625 354 3A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 13.30 22.18 48 22 638 1065 48 11 638 1065 IW 12E-Osw 0.068 w 2.58 1.46 243 243 628 355 243 243 628 355 I--c; 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 L� 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 LR 1213-0sw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 -0 11 JO 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 P 16B-15ad 0.061 - 2.32 3.30 167 167 387 551 167 167 387 551 C 16A-21ad 0.044 n 1.67 3.26 1118 1118 1869 3645 1118 1118 1869 3645 F 19A-19bscp 0.049 1.46 0.69 24 24 35 17 24 24 35 17 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 0 172 8876 0 0 172 8876 0 6 c)AED excursion 0 0 Envelope loss/gain 15967 10361 15967 10361 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 117001 11700 Subtotal(lines 6 to 13) 15967 12751 15967 12751 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15967 12751 15967 12751 15 Duct loads 22% 33% 3462 4207 22% 33% 3462 1 4207 Total room load 19429 16958 19429 16958 Air required(cfm) 740 740 740i 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Lrht50 t" 2017-Dec-0510:44:35 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 4 ' �...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E Building y Anal sis Job: RIVER3346(Hampton) wri[,�11'�softz, Date: 12/05/17 Entire House By: DRS AIC Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 P.esign Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb ('F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ft2 Btuh % of load Walls 2.7 7863 14.8 Walls Glazing 13.3 8007 15.0 Ducts Doors 22.8 1642 3.1 Ceilings 1.7 3765 7.1 Glazing Floors 8.7 19676 37.0 Infiltration 0 0 0 Ducts 12270 23.1 Doors Piping 0 0 Dgor s Humidification 0 0 g IFloors Ventilation 0 0 Adjustments -2500 Total 50721 100.0 Cpbling Component Btuh/ft' Btuh % of load Walls 1.6 4678 10.2 Glazing 23.9 14406 31.3 Walls Internal Gains Doors 18.4 1322 2.9 Ceilings 3.3 7342 15.9 ; Floors 0.0 17 0.0 ' Infiltration 0 0 0 Glazing Ducts Ducts 13776 29.9 Ventilation 0 0 Internal gains 4510 9.8 Blower 0 0 Other Adjustments -2500 Doors Ceilings Total 43550 100.0 Latent Cooling Load = 12681 Btuh Overall U-value = 0.133 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. tiwri hts®ft° Right-Suite®Universal 2017 17.0.23 RSU13256 2017-Dec-0510:44:37 Page 1 ri.CA1....de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E Building Analysis Job: RIVER3346(Hampton) - - wrightsof v g Y Date: 12/05/17 Ist System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 • -inform • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Con.ditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ftZ Btuh % of load Walls 2.8 4884 14.5 Walls Glazing 13.3 5799 17.2 Ducts Doors 22.8 1642 4.9 Ceilings 1.7 1896 5.6 Glazing Floors 4.8 10765 31.9 Infiltration 0 0 0 Ducts 8808 26.1 ` Piping 0 0 Doors Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments -2500 Total 31292 100.0 opling Component Btuh/ftZ Btuh % of load Walls 1.5 2660 8.5 Glazing 25.5 11121 35.7 Walls Internal Gains Doors 18.4 1322 4.2 Ceilings 3.3 3697 11.9 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 10216 32.8 Glazing_1k Ventilation 0 0 Internal gains 2120 6.8 Blower 0 0 Adjustments -2500 Doors Ceilings Total 1 1 28636 100.0 Latent Cooling Load = 8042 Btuh Overall U-value = 0.117 Btuh/ftZ-°F Data entries checked. wri ht:SOft' 2017-Dec-0510:44:37 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ACCP% ...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E �ulOAnalysis Job: RIVER3346(Hampton) wri Building`A ,7`'$IS Date: 12/05/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 • 0 • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Design • • • Location: Indoor: Heating Cooling Jacksonville, Intl 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/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heating Component Btuh/ft' Btuh % of load Walls 2.5 2979 15.3 Walls Ducts Glazing 13.3 2208 11.4 Doors 0 0 0 Ceilings 1.7 1869 9.6 Glazing Floors 371.3 8911 45.9 Infiltration 0 0 0 Ducts 3462 17.8 Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Total 19429 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 1.7 2018 11.9 Wall Internal Gains Glazing 28.2 4682 27.6 Doors 0 0 0 Ceilings 3.3 3645 21.5 Floors 0.7 17 0.1 i Infiltration 0 0 0 Glazing Ducts Ducts 4207 24.8 Ventilation 0 0 Internal gains 2390 14.1 Blower 0 0 Other Adjustments 0 Ceilings Total 1 16958 100.0 Latent Cooling Load =4640 Btuh Overall U-value = 0.170 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. 2017-Dec-05 10:44:37 vrF wrightSotftm Right-SuiteOO Universal 2017 17.0.23 RSU13256 Page 3 ACCN...de Homes\ATLANTIC Beach CC\ABCC156(Romanzo).rup Calc=MJ8 Front Door faces: E 01 NOTES I.DOORS AND W9NDOW5 ARC,APPROMATE FIMShED 51ZE5;REFER TO WGS SPECIFICATIONS FOP ROUGH OPENINGS PRIOR TO FRAWNG sey rep 2 W/5 LOOP a. 3.PR RELOCATE KITCHEN SPR 4.1509ERNV NTLE55 GA FI PLACE 5.150KERNYE 1 CAP AT LA flREPLN:E 6.46T WALL V!/GM AT LAW W 7.PREPLUMB SUMMER KITCHEN N/VENTED P12Yw , nx HOOD _ — 0. DOOR ATOWRRS SLATE LANA S.OUTDOOR SHOWER W1 CEDAR EtCL05 URE fO.GARAGE SVC DOOR IL GAS DROP AT FRONT PORCH INOR";Nj a I a DINING R — 60 ,.e.° F MU Zo a H mew ° mx— g6I Bn$I R I S LANAI eco F ]D 4 c: - REVISIONS Am FAMILYKITCHEN I 5 I�VVIVI -�oV 16 ° I I ®x =16 I _ IIi 1 a dA "." I x`ol c: f7 zo 6 1 c 9z/s �FOYER— _,,'� iii' J a KIVERSIDE Al HOMES sR8 n 2 0 raI h 1 I _5 tc Build With°Coufid-- :ntarai+e I gG P-'-' p•A—WAR +°y' I I I3J2Hn7s6kw.m—1fk nBvldMmS22o2 m3 p (04)44.10gtp SITTLpOWNER'S lava t d ° Lot 156 STUDY POPCH Atlantic Beach " Country Club a gl I� Ka I I --- — Ad JJ Romanzo Residence r�r 1st Floor Plan 1624 Atlantic Beach Ddvr AUmtic➢each•Fi 32233 Drawn By .15t FLOOR PLAN Sheet Date 1030.0.2017 1 11 Sca c NOTE 70 FRAMER: 1/4°=V-0• eT ' EXTERIOR 1Y�CF t7MvLAAEDGE PB0 Hampson-H 1� MECHANICAL EQUIPMENT NOTES: SQ.FTC.CALCULATIONS FBC.00252:OLCTSINGARAGE511ALLBEMIN 26 15TFLOOR LMVS 2--a11 1 s r<re.+zroNoua rne.mna.H� GAGE SLEET STEEL WMINOOPERNGS RCTOGARAGE 2NOFIDO.RUANG ma ALLOWED. TOTAL LMtf, 3346 DESIGN BY: FA.R an3mit MPH-vaEAZANLE P.EQU]2ED ARouty GARAGE 533 Nicxnfl.,rAu„i0.Aam0lECT,,Bt]0o4 ALL SID ES OF MECHANICAL EOUIPMEM AND PORCH tOa Atq EEUHeIw.EUrte ono COMPONENTS.NCLUDII*DUCT5,WITH T1 IE TOTAL WIDTH LAM 329 TTE.Au.—WEEEALH.FLaAEo OF THE ENCLOSM SPACE BEING,AT LEAST re WIDER DECK 174 teEHOH[:e0tnt-Asa THA14 THE FUILNACE OR AIR HANDLER TOTAL COIEPtO 45-5 DRAFTING BY: GRO IP-MOUNTED ME01ANCA'.U14TS SHALL DE ANXTREDiNACCORDANCEMTHFOC-R 5ECTIOw 32627 B.�7o.➢IM ML30/2 Bui.9. ]acYsOnNic,PL 12221 90T3CA.]]IY NOTES I COORS AND WINDOWS ARE AFPROMATE FINSHED SIZES:REFER TO hTG5 SPECIFICATIONS FOR ROUGH OPEtOYS PRIOR TO FRAMM NOTE: Outt Slzed per ASHRAE Standardsy70N SPRAY FOAM ATTIC INSULATION-NO W,11.n Loss= o$ VENTING REQUIREDstanc= Total CFM,= 860 Duct SDes shown In Area X Length TEL= jy0 C-CFM°n Drawing a J. T. BR#4 R'I '3 d' ME L9, e. REVISIONS i IR '�Ij11,Ile -- OURSIxedper ASHRAESWndards Tep- FrlRian loss= .OF . .a.;e =_`_-I'�-�k - i✓ ___�n__r________ __ 7(IO r 1R Static= i2 Total CFMs=4370 IDuctsizessheyn In Area%Length TELA I%3 n C. an Orawles !' q ;,._:___ '6' _4__•;i__°• _ ., I " �� wr`''p Dr1 X' F KIVER-SIDE r:i HOMES mn� ` Build With Confidence I• _--�—' t`s• 1'F'-^ 11276 San lorz DlwL,Suck 110 f Jcckromf( F244i 1650 LOF 5 a+ mDpiK•fpD+)+4p-,6sD 4N'+ � w,•.rrry,�u<r,iee�on�Acwn ROOF PLAN IDS R a Lot 156 SCALE: 1'-0' 711{D N n y�N � N Atlantic Beach IL�°d1~ i NT"'L cJ }o y Country Club S ceN=xnl.sTAIr,DErnu �AF:Rrs 1�J r ECKRe $ 69#3 'TH42 7�1D Romanzo Residence 13R#2 wx n r.nwRoof Plan/2nd Floor Plan 1634 AO antic Hear'h Ddve nwa, Azlaotic Bcoeb,FL 32233 .w¢.vr.vaen=u n.uwrraau ''af �rrn - D—By AH7 SI ra'"Opr'r1°'s` Dme 103D.2017 Flee Hampton-H e1 9 F� 2ND FLOOR PLAN Earrx.mu2:�vduaeel•�Vn° DESIGN BY: STAYFFEA.MCmrECT.M11900 ^4n'w'^'°^a'^' - weoeux Fwmavo 1E�E0o.-1]Iassx DRAFTING BY: ' � 1262]0.n fma Hird FL 9ui ]m 2721 ]ee6s°nrsl 9033603319603319 ICC EVALUATION SERVICE Most Widety d and Trusted 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 published installation instructions must be available at all ■ Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC) construction, and in SES Foam 0.5 lb spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed MM 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 mfut I= to any finding or other matter in this report,or as to any product covered by the report. ni Mm,u m COfkfAUUtl[ Copyright©2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm) may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces foam plastic insulation are identified with the as described in this section. The thickness of the foam manufacturer's name (SES Foam) and address; the date plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name must not exceed 12 inches (305 mm). The thickness of the (SES Foam 0.5 Ib); the mixing instructions; the density;the foam plastic applied to vertical surfaces must not exceed flame-spread and smoke-developed indices; and the 11 /2 inches (292 mm). The foam plastic may be installed 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 thickness of 111/2 inches (292 mm) between joists in attic • 2006 International Residential Code (2006 IBC) floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE(°Fff-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•ff.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. r EVALUATION c c SERVICE ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted. The user is ■ 2012 International Green Construction CodeTM (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification ofAttribules Reports are issued under the]CC-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 construed as an endorsement of the subject of the report or a recommendation for its rise.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 anyproduct covered by the report. IXRG!L1Tim ....M Copyright©2014 Page 1 of 2 VAR-1030 1 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 2902],contain the 9.4.1.3 Biobased products N/A "USDA Certified Biobased Product"label,or be composed of solid wood,engineered • wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(]CC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight 8 max or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for I%or more of the materials used in the building. Percentage=100 x A=B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently • Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"Bio Preferred"were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute ICC EVALUATION SERVICE Most Wide[y d and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR°Supplement Reissued August 2094 This report is subject to renewal August 2096. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 7.0 Properties evaluated: o Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR® Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 7.0. 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 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2014 Pagel of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most WidelyAccepted and Trusted Page 3 of 6 aoQgoaA°aa00a� °00aago°ago�p°aa0°�oa09oga� ao0°o°pQoo°o00 qgp°a0 p0°a°oa0oq°°o0°a°o00ao °1010 pQq°4aA°00 °Qgg09p°q p°° q°a 4°q°CO°0a oa4° oq ao aq a0 a 0 o 00 00 0o Q o00 04 Q qo 000 a °�OpQpO °p10Oa410 00 o ao 00 Interior Partition 00 0 ° oa000ooQ 00OQQ Interior Finished Surface ° 00 00 o oa (112-inch Sheetrock) �0O00g4 10oag0 0000 0000 0 0 Q°a q 0 o SES Foam 0.5 Ib Spray o00pap°o p O —0 00oQpQo 00000°° Exterior Sheathing 1000 O�00a p0 010 SES FOAM 0.5 LB SPRAY I ABOVE GRADE WALL INSULATION SES 05-1 071912 ESR-3375 Most Widely Accepted and Trusted Page 4 of 6 000° 000 Masonry Block 00 (Typical)��` O ° Interior Finish Surface (1/2-inch Sheetrock) ° 2"x 4"Studs ° SES Foam 0.5 Ib Spray o. ° SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812 (Insulation on Interior Side of Wall) Baffle to provide air space between Thermal insulation and roof Barrier* deck. (as required by local code) 0°0000°00 ° ° ° o ° ° o ° 0000000000000000 0 0 00 0 0"......o.0000000 o a o 0 0 0 0 o 0 0 o°00000000 o°oo0 0 0°oo°0000°00'.0000000000o0 o°°°o°o°°°o°o°°°o°o°o °o°o°o°°°o°o°o°o°o°o°° 0°000°0° o°o°o°o° 0 0 0 0 o°o°o°o° 0°0°0°0°00000000 SES Foam 0.5 Ib Spray 0000 o°o°oo° o°o°o°o° o°o°o°o° 0 0 0 0 o°o°o°o° o°o°o°o° 0 0°a 0° 0° o°oo o° o°o°o° 0 0 0 Vented Soffit 00000$0; 0 o 0 0 o0000000 00000000 0000gogo "Where attic entry is for the o°000000 SES Foam 0.5 Ib Spray 00000000 service of utilities only,thermal oo00000000 and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR/SOFFIT SES 05-3 071812 ESR-3375 Most Widely Accepted and Trusted Page 5 of 6 Subfloor SES Foam 0.5 Ib Spray oo Header 0000a ° 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 Subfloor Header g°, Sill Joist o�oa Thermal Barrier* (as required by Exterior Grade local code) o°o°o SES Foam 0.5 Ib Spray R. oH . Footer` 6"Min Vapor BE rder *Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. 0 0 0°000 o°O°°°°° °°O°O°OooOa°o SES Foam 0.5 lb Spray °°o°° °°o°° 0000°° °00000 °o 000 0 0° ° Roof Sheathing oo°oo° o °o 0 o ° 0oo0000° n Truss Top Cord/ °°oo°° Rafter °°°000°° 000° noon.. o°oo nnnnnn nnnnnn 00 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 utifities 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 o • 000 0000 SES Foam 0.5 Ib Spray O O O O 0 0 0 0 0 to specified thickness. 0 0 O OO O 0000 O Roof Sheathing 0 O O O 000000000 Thermal Barrier as Rafter O 00 O 0 required by code. 00 Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING SES 05-7 071912 tpaooc.rr z c International Fireproof Technology, Inc. NFICE COPY Paint To Protect'^^ o _ 9 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it 51 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 t ) a manufacturer's SPF and tested to the criteria of an IIG8i5= NFPA 286, UL 1715, UL 1040, or FM 4880 for duration from the interior of the building by a 15 minute thermal barrier, or other J approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that ---- Products that passss an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803..2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77'F & 50% F.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 ofmanufacture in unopened containers and stored at 10°C to 27'C(50'F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. 5 Gal.Container weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and X"x3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate ■ Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and buildings machine ■ Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and X"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 P51: 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 3'whip ■ No formaldehyde Pump: (Graco)GH 833 or equivalent - DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and'/<"x3'whip 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 footwear 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(cDpainttoprotect.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 0"FICE COPY Gulfcod SUPPLY & MANUFACTURING LORIDA P ` A DUCT A1PPR®UAL tVIQ. 1 6- 1.'1b R�2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 76" (Nide 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. 0tJ1111101, �. , 14429 SW 2nd Place, Suite G30 p.N Ci 1E 5• k �, Newberry, FL 32669 sF ti2�: *: No. 75519 '. Engineer Evaluator: Dan Kuhn, P.E. #75519 -°3 :�= STATE OF Florida Evaluation ANE ID: 10743 4� Validator: ',ONAL 0N``� � Locke Bowden, P.E. #49704 0i; Ol'zol5 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 . . ® , ., . G61icoak ■ ■ ■ , , ■ ■ o ® A. SUPPLY & MANUFACTURING LF FLORIDA PRODUCT APPROVAL 1110. 1165116 R�2 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, 7/s" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15Az" 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/a" 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-921.75 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 15AZ" thick,APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures Roof Areas Assembly A Assembly B Assembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Spa. cing Sealant No Yes No Panel Blip Na No es *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 G614'C&k SUPPLY & MANUFACTURING Ah e a (� o P ' • • ° � • • • • FLORIDA UPRODUCT APPROVAL NQ. 11651.16 R�2 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301 T-1 OA-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 . 0 ° ° . G 'COZ& 61i SUPPLY & MANUFACTURING FLORIDA PRODIITOODPRQUAL IVO. 1'i6►51.9f R�2 TRi 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 ®.® ��ON .. n G61 �Coa� SUPPLY & MANUFACTURING it , a FLORIDA P ° ®DUCT APPROVAL INS 11651.16 R2 TM ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<_ 20`-0"; Roof Slope: 2"/1Z" - 12"/12" Gable or Hip Ro®f;Wind Speeds 120- 18®mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2®14, 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 (U)#10-12x1" CDX ASSEMBLY A ASSEMBLY q ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A PLYWOOD ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY13 ASSEMBLY13 ZONE 3 (1q#10-12-x1" CDX gSSEMBL�Y A ASSEMBLY A ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B PLYWOOD 1.)PANEL DESCRIPTION: GULFLOKTNI, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1" PANCAKE TYPE A, f/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/s"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51/8"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING& TESTING. 4.)PLYWOOD DECKING: MIN.75/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE Z HIP ROOF ZONE j 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 i �(1010-12 X 1°TYPE A PANCAKE ---------------- -� SPACING:SEE UPLIFT TABLE SAVE ASSEMBLY B ��2 GABLE ROOF 1/4"-5/16°DIAMETER BEAD OF TITEBOND SEALANT N ----------------- —fa I I I I (1)#10-12 X 1°TYPE A PANCAKE RIDGE SPACING:SEE UPLIFT TABLE I----- - -------------- —a ASSEMBLY C W/CLIP -I----------------------4- '.a E'2 '"�TYPSA GA. I ZONE 1 I (1) PANCAKE SPACING:SEE UPLIFT TABLE ZONE3 \-EAVE FL#11651.16 R2•JUNE 15,2015 . . • 3 ® REPORT I 4" MIN. NAIL FIN INSTALLATION 8" O.C. MAX. FROM THRU FIN CORNERS I•MW.OBEDYQ7I G hi 1'W ar Mcm—ry 1/4- MAX it 1 SHIM SPACE t/a'MAX 14" O.C. SHIM SPACE MAX. TYP THRU FIN 2"x4" or masonry WOOD FRAME SECTION (TYP) _ VERTICAL SECTION fDID Orb Me IY�rrT�it.1�1 1" MIN. i EMBEDMENT C4 Ii u W I I S I Z FRAME JAMB SECTION (TYPI HORIZONTAL SECTION MGM Caulk bd v Marring naop.t Wood Op.ninp OPERATING DOUBLE HUNG WINDOW SHIM SP, 16 arM. Max Frame DP IMPACT-4/1NDOW WIDTH (33 3/8" MAX.}— k2".e ar Mao.azT 33 3/8 x 72 +/-50 NO TYPICAL ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: General Notes: 1. All windows:Install corrosion resistant#8 fasteners no more than 4"from each corner,8"D.C.through the 1. The product shown herein is designed and manufactured to comply with the current edition of the nail fins on head jamb and sill,and 14"o.c.through the nail fin on the side jambs of the window. Florida building code. Fasteners must be long enough to penetrate at least 1"into framing members. 2. Buck,framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. PROJECT ENGINEER: DATE: 11/26/12 �ELDVEN 3737 LAKEPORT BLVD. KLAMATH FALLS OR,97601 This schedule addresses only the fasteners required to anchorthe DRAWN BY: SCALE: window to achieve the rated design pressure and impact performance D.Vezo NTS PHONE: (541)882-3451 (where applicable)up to the size limitations noted.It is not intended as CHECKED BY: TITLE: a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions.For the D. Stokes complete installation procedure,see the instructions packaged with the APPROVED BY: W-2500 Clad Double Hung Operator window or go to www.jeld-wen.com/resourcesfinstallaUon. Nail Fin Installation (33 3/8" X 72") DISCLAIMER: PART/PROJECT No.: This drawing and its contents are confidential and are not to be D006722 reproduced or copied in whole or in part or used or disclosed to others IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized byJELD-WEN Inc. SJW2012-105 Rantoul -Illinois BldrCLDHO erinstall A 1 Of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPS MiTek a RE: J170741 - Riverside Homes/Romanzo Res ( Hampton MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T a,FL 33610-4115 Customer Info: Riverside Homes Project Name: Romanzo Res ( Hampton B) Moc�ep Lot/Block: 156 Subdivision: Atlantic Beach Country Club Address: 1624 Atlantic Beach Drive City: ATlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Floyd S. Simpson License #: FL PE#50791 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 o o z z Wind Code: ASCE 7-10 Wind Speed: 130 mph U c LU I Roof Load: 37.0 psf Floor Load: 55.0 psf D w J N O °� ami 10 = I=_= I_ This package includes 110 individual, Truss Design Drawings and 0 Additional Draw n§4 o �y With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engin r�adhfis inde�shd W � 0.a,.- z Z Qw- v conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineerg R IJD� Z. = F.m w � •n 4 w o \ a INo. Seal# Truss Name Date No. Seal# Truss Name Date o N� o 1 T12816209 F01 12/26/17 18 T12816226 F17 12/26/171 . o E. 12 1 T12816210 1 F02 112/26/17119 1 T1 28162271 FG01 12/26/171 z n o N z N 13 1 T12816211 1 F03 112/26/17120 1 T1 2816228 1 FG02 112/26/171 Q " r•�s o Z 14 T12816212 1 F03A 112/26/17121 1 T12816229 1 FG04 112/26/171 0 o.. z o W 2 M 15 1 T12816213 1 F04 112/26/17122 1 T12816230 1 FRG01 112/26/171 o d a Z y LL 16 1 T1 281 621 4 1 F05 112/26/17123 1 T12816231 1 A01 112/26/171 ¢ _ c o Z W 17 1 T1 281 621 5 1 F06 112/26/17124 T12816232 A02 •6 12/26/17 ` 8 w w z y o R Q a.z 18 1 T128.16216 1 F07 112/26/17125 1 T12816233 1 A03 112/26/17 z a ii y^Y 19 1 T1 281 621 7 1 F08 112/26/17126 1 T12816234 1 A04 112/26/17 wm 110 1 T12816218 1 F09 112/26/17 127 1 T12816235 1 A04A 112/26/17 aEl $ 111 I T1 28162191 F10 112/26/17128 1 T12816236 1 A05 112/26/17 112 1 T128162201 F11 112/26/17129 1 T1 2816237 1 A06 112/26/17 113 1 T12816221 1 F12 112/26/17130 1 T12816238 1 BO 112/26/17 114 1 T12816222 1 F13 112/26/17 131 1 T12816239 1 B02 1 12/26/17 115 1 T12816223 1 F14 112/26/17 132 1 T12816240 1 B03 112/26/17 116 1 T12816224 1 F15 112/26/17 133 1 T12816241 1 B04 1 12/26/17 1 117 1 T1 2816225 1 F16 112/26/17 134 1 T12816242 1 B05 112/26/17 The truss drawing(s)referenced above have been prepared by ��`� MiTek USA,Inc. under my direct supervision based on the parameters %%%0 provided by Manning Building Supplies. �.`��`�; C . N S�c•.92','' Truss Design Engineer's Name: Albani, Thomas = o 39380 My license renewal date for the state of Florida is February 28, 2019. e IMPORTANT NOTE: The seal on these truss component designs is a certification STATE O F .' VJ that the engineer named is licensed in the jurisdiction(s)identified and that the44/ designs comply with ANSI/TPI 1. These designs are based upon parameters . .(�'•,�` p �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��,�� •4 OR 1�• ��` given to MiTek. Any project specific information included is for MiTek's customers �i ss/• �� %% file reference purpose only,and was not taken into account in the preparation of i�, 0 N A; ��% 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.Albanl 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: December 26,2017 Albani, Thomas 1 of 2 RE: J170741 - Riverside Homes/Romanzo Res ( Hampton Site Information: Customer Info: Riverside Homes Project Name: Romanzo Res ( Hampton B) Model: Lot/Block: 156 Subdivision: Atlantic Beach Country Club Address: 1624 Atlantic Beach Drive City: ATlantic Beach State: FL No. I Seal# Truss Name Date No. Seal# Truss Name Date 135 1 T12816243 1 B06 112/26/17 178. IT12816286IJ10 12/26/17 136 1 T12816244 1 B07 112/26/17 179 1 T128162871 J 11 112/26/17 137 1 T1 2816245 1 B08 112/26/17 180 1 T12816288 1 J 12 112/26/17 138 1 T1 2816246 1 B09 112/26/17 181 1 T12816289 1 J 13 112/26/17 139 1 T1 2816247 1 CO 112/26/17 182 1 T12816290 1 J14 112/26/17 140 1 T12816248 1 CO2 1 12/26/17 183 1 T12816291 I J 15 112/26/17 1 141 1 T12816249 1 CO3 1 12/26/17184 1 T12816292 1 J16 112/26/17 142 1 T12816250 1 C04 1 12/26/17185 I T12816293 1 J17 112/26/17 143 1 T12816251 1 C05 1 12/26/17186 1 T12816294 1 J18 112/26/17 1 144 1 T1 2816252 1 C06 1 12/26/17187 I T12816295 1 J19 112/26/17 145 1 T12816253 1 DO 1 12/26/17188 1 T12816296 I J19A 112/26/17 1 146 1 T12816254 1 D02 1 12/26/17189 1 T12816297 I J20 112/26/17 1 147 1 T12816255 1 D03 112/26/17 190 1 T12816298 1 J20A 112/26/17 1 148 1 T12816256 1 E01 1 12/26/17191 I T12816299 1 J21 112/26/17 149 1 T1 2816257 1 E02 112/26/17 192 1 T12816300 1 J21 A 112/26/17 150 1 T12816258 1 E03 1 12/26/17 193 1 T12816301 I J21 B 112/26/17 1 151 1 T12816259 1 G01 112/26/17 194 1 T12816302 1 J22 112/26/171 152 1 T12816200 1 G02 1 12/26/17195 1 T12816303 1 J23 112/26/17 153 1 T12816261 1 G03 112/26/17 196 1 T128163041 J24 112/26/17 154 1 T1 2816262 1 G04 112/26/17 197 1 T128163051 J25 112/26/17 155 1 T1 2816263 1 G05 1 12/26/17 198 1 T128163061 J26 112/26/17 156 1 T12816264 1 G06 1 12/26/17199 1 T128163071 J27 112/26/17 157 1 T12816265 1 G07 112/26/17 1100 1 T12816308 I J28 112/26/17 158 1 T12816266 1 G08 112/26/17 1101 1 T128163091 K01 112/26/17 1 159 1 T1 2816267 1 G09 112/26/17 1 102 1 T12816310 1 L01 112/26/17 160 1 T12816268 I H01 112/26/17 1 103 1 T12816311 1 M01 112/26/17 161 1 T1 2816269 1 H02 112/26/17 1 104 1 T12816312 1 M02 112/26/17 162 1 T12816270 1 H03 112/26/17 1 105 1 T12816313 1 P01 112/26/17 163 1 T12816271 1 H04 112/26/17 1 106 1 T128163141 P02 112/26/17 64 IT12816272IJ01 12/26/17 1107 1 T12816315 1 P03 12/26/17 65 IT12816273IJ02 12/26/17 1108 1 T12816316 1 PO4 12/26/17 166 1 T12816274 I J03 112/26/17 1 109 1 T1 2816317 1 P05 112/26/17 167 1 T12816275 I J03A 112/26/17 1 110 1 T12816318 1 P06 112/26/17 168 1T128162761J03B 112/26/171 169 1T128162771J04 112/26/171 170 1 T1 281 6278 1 J04A 1 12/26/1_7J 171 1 T12816279 1 J04B 112/26/17 172 1 T12816280 1 J05 1 12/26/17 1 173 1 T12816281 1 J05A 112/26/17 174 1 T12816282 1 J06 112/26/17 175 1T128162831J07 112/26/171 176 1 T12816284 1 J08 1 12/26/171 177 1T128162851J09 112/26/171 2 of 2 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton 712816209 J170741` F01 GABLE 1 1 Job Reference o tional Manning Building Sypplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:50 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-igrJK072NM5fTCsPaW?i_o6uGV4c7D6oW 378ewy593t Scale=1:35.5 3x6= 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 co 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 II 3x3= 3x6 FP= 3x3 I 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 , 9-4-0 10-8-0 72.0-0 13-4-0 , 14-8-0 , 16-0-0 17-4-0 18-8-0 20-0-0 2 r 1 4-0 1 4-0 1-4-0 1-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ` 1-4-0 1-4-0 1'3-8 ' 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 n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.02 Horz(CT) 0.00 32 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:106 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 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 21-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,24,23,22, 21,20 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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. � Design vaild 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 designer must verity the applicablllty,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.Addillonal temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816210 J170741 ' 'd— F02 Floor 8 1 & Job Reference(optional) Manning-Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:51 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-AsOhXM7g8gDW 5MRb7DW GX?f_ivHKsaSykjtiBNy593s 1I 3-0—I 2f--1—II--I Scale=1:36.2 3x3= ' 4x7= 4x4= 3x4= 1.5x4 II 3x3= 3x6 FP= 3x4= 1.5x4 11 5x5= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 12 zNz Io 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 15x5= 4x4= 3x10 MT20HS FP= 3x3= 3x4= 3x6 11 3x6 11 4x7 11 4x7 11 3x3= 5x5= 3x3 11 3x5= 15-2-8 21.4-0 15-2-8 6-1-8 Plate Offsets(X Y)-- [1:Edge 0-1-81 [8:0-1-8 Edge] [12.0-3-0Edge] [17-03-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.27 18-19 >931 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.37 18-19 >678 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 13 n/a n/a BCDL 5.0 Code FBC2017/]-PI2014 Matrix-SH Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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=1160/Mechanical,13=1160/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1154/0,12-13=-1 154/0,1-2=-936/0,23=-2360/0,3-4=-3367/0,4-5=-3367/0, 5-6=3841/0,6-8=-4009/0,8-9=-3662/0,9-10=-3646/0,10-11=-2382/0,11-12=-938/0 BOT CHORD 24-25=0/1769,23-24=0/2933,21-23=0/3690,19-21=0/4050,18-19=0/3662,17-18=0/3662, 16-17=0/3160,14-16=0/1773 WEBS 1-25=0/1406,2-25=-1323/0,2-24=0/938,3-24=-910/0,3-23=0/66915-23=-500/0, 6-21=-333/0,8-19=-113f714,8-18=-653/0,12-14=0/1409,11-14=-1326/0,11-16=0/943, 10-16=-1190/0,9-17=-355/0,10-17=0/1 116 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. ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSM9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfifute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816211 J170741 F03 Floor 3 1 � Job Reference(optional) Manning Building Sugplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:52 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-e3y3ki8luzLNjW Onhxl V3DCAyJfOb225zNCFjpy593r 1-3-0 i 2-2-0 -- i r � Scale=1:32.7 6x6— 4x7—_ 1.5x4 11 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 0 m I� 0 23 $2 21 20 19 18 17 16 15 14 13 12 11 6x6= 4xb,y-0 13x4= 3x6 11 3x6 11 3x6 11 3x6 11 5x5= 5x5= 8-0-09-3-0 11-8-0 15-6-8 19-6-8 8-0 0 1-3-0 2-5 0 3 10-8 4-0 0 Plate Offsets(X Y)-- f 1:Edge 0-1-81 (2:03-0 Edge) r10:0-3-0 Edge) 116:0-3-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.16 17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.24 17-18 >965 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:1271b FT 20%F.11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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) 23=1563/Mechanical,11=1103/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-1554/0,10-11=-1100/0,1-2=-1385/0,2-3=-2113/0,3-4=-3021/0,4-5=-3582/0, 5-6=-3671/0,6-7=-3193/0,7-8=-2253/0,8-9=2253/0,9-10=-885/0 BOT CHORD 21-22=0/1467,20-21=0/2671,18-20=013405,17-18=0/3671,16-17=0/3671,15-16=0/3671, 13-15=0/2816,12-13=0/1666 WEBS 1-22=0/2048,2-22=-1503/0,2-21=0/971,3-21=-887/0,3-20=0/555,4-20=-611/0, 4-18=0/359,10-12=0/1 330,9-12=-1240/0,9-13=0/905,7-15=0/608,6-15=-908/0, 5-17=-364/179,5-18=-4371218,6-16=-65/487,7-13=-869/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-544 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-544 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-1 0,1-6=-1 00,6-10—20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing W iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabticatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816211 J170741 ti F03 Floor 3 1 ► � Job Reference o tional Manning-Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:52 2017 Page 2 ID:ZIW SSsce9HLVgWzIBSyCy4y6UhO-e3y3ki8luzLNjW Onhx1 V3DCAyJfOb225zNcFjpy593r LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-544 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-544 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-10=-20 Concentrated Loads(lb) Vert:2=-544 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf), Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-544 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with IvllTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a trrlss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��'�,k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12616212 J170741 ' �- F03A Floor 1 1 o Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:53 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-6FW Ry29wfHTDKgb_FeZkcQkHXixLKRCECl MpFFy593q 1i� 2-2-0 Scale=1:33.0 40= 3x3= 3x3= 3x3= 4x4= 3x5= 1.5x4 11 4x4= 6x6= 18x8 2 3 4 5 6 7 8 9 10 0 TI aD I� 6 23 22 21 20 19 1B 17 16 15 14 13 12 11 5x5 11 13rc6= 3x5= 3x3= 3x5= 3x6 I I 3x6 11 3x6 II 3x6 13x4= 40= 5x5= 3x3 11 6-9-0 1-6-0 4-0-0 6-6-0 8-0-0 11-8-0 13-0 15.6.8 18-0-8 10-6-8 1�r 2-6-0 2-6-0 1-6-0 1-3 0 2-5-0 1-4-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X Y)-- f1:Edge 0-1-81 [2:0-3-0 Edge],f6:0-1-8 Edge1 (16:0-3-0 0-0-01 [22:0-3-0 Edge],[23:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.22 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.34 17-18 >680 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.06 11 Na n/a BCDL 5.0 Code FBC2017[l-PI2014 Matrix-SH Weight:127 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 23=3396/Mechanical,11=1258/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-3380/0,10-11=-1254/0,1-2=-3059/0,2-3=-3755/0,3-4=-4408/0,4-5=-4755/0, 5-6=-4605/0,6-7=-3848/0,7-8=-2648/0,8-9=-2648/0,9-10=-1022/0 BOT CHORD 21-22=0/3239,20-21=0/4186,18-20=0/4694,17-18=0/4605,16-17=0/4605,15-16=0/4605, 13-15=0/3333,12-13=0/1928 WEBS 10-12=0/1536,1-22=0/452119-12=-1439/0,9-13=0/1111,2-22=-3341/0,2-21=01775, 3-21=-684/0,3-20=0/353,4-20=-453/0,7-15=0/823,6-15=-1324/0,6-16=0[765, 5-18=-77/578,5-17=-601/0,7-13=-1056/0 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 3-1 Od(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(pit) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-2532 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-2532 3)list chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=10,1-6=-100,6-10=-20 Concentrated Loads(lb) Vert:2=-2532 ® WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII.7473 rev.10103!1015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI-19W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Critetia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816212 J170741 • F03A Floor 1 1 • • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:53 2017 Page 2 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-6F W Ry29wfHTDKgb_FeZkcQkHXixLKRCEC 1 MpFFy593q LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-2532 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-10=-20 Concentrated Loads(lb) Vert:2=-2532 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=2532 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall q� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -MI-Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informailon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 JobTruss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816213 J170741 t ` F04 Floor 5 1 � Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:54 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-aR4g90AYQbb4ygAApM4z9eHV06Kj3)_ORh5Mnhy593p 1-3-0I 2f 20 Scale=1:32.7 6x6- 4x7- 3x4= 1.5x4 11 44= 4x7= 1 2 3 4 5 6 7 8 9 10 0 N! m i I ITI� 0 23 22 21 20 19 18 17 16 15 14 13 12 11 -6x6- U4-9.0 °V4= 3x6 11 3x6 11 3x6 11 3x6 II 5x5= 5x5= 8-0-0 9-3-0 11-8-0 15-6-8 19-6-8 8-0-0 1-3-0 2-5-0 3 10-8 4-0-0 Plate Offsets(XY)-- f1:Edge 0-1-81 f2:0-3-0 Edge) (10:0-3-0Edgel [16:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.18 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0,27 17-18 >842 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.05 11 nta n/a BCDL 5.0 Code FBC20171TP12014 Matrix-SH Weight:127 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 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) 23=2202/Mechanical,11=1157/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2190/0,10-11=-1154/0,1-2=-1 969/0,2-3=-2685/0,3-4=-3504/0,4-5=-3991/0, 5-6=-3997/0,6-7=-3424/0,7-8=2391/0,8-9=-2391/0,9-10=-933/0 BOT CHORD 21-22=0/2085,20-21=0/3199,18-20=0/3854,17-18=0/3997,16-17=0/3997,15-16=0/3997, 13-15=0/2997,12-13=0/1 757 WEBS 1-22=0/2910,2-22=-2144/0,2-21=0/903,3-21=-816/0,3-20=0/484,4-20=-556/0, 4-18=0/296,10-12=0/1402,9-12=-1309/0,9-13=0/977,7-15=0/683,6-15=-1051/0, 5-17=-447/97,5-18-311/343,6-16=0/582,7-13=-936/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131°X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816213 J170741 ' `- F04 Floor 5 1 � Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:54 2017 Page 2 I D:ZI W SSscegH LV9W zIBSyCy4y6UhO-aR4ggOAYQbb4ygAApM4z9eHV06Kj3)_ORh5Mnhy593p LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-1237 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-1237 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=100,6-10=-20 Concentrated Loads(lb) Vert:2=-1237 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-1237 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �M!Tek* 5 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Piy Riverside Homes/Romano Res(Hampton 712816214 J170741 ' F05 Floor 1 1 Job Reference o tionai Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:55 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-2deCNjAABujxazlMM3bChrggOW emoO3XfLrvK8y593o 1-3-02-3-8 Scale=1:32.8 47—_ 3x4=, 1.5x4 11 44= 40= 15X— 2 3 4 5 6 7 8 9 10 o of m I� 0 23 22 21 20 19 18 17 16 15 14 13 12 1 5x8= 4x4841-0 3x4= 3x6 11 3x6 11 3x6 11 34 II 5x5= 5x5= 8-0-09-3-0 11-9-8 15-8-0 19-8-0 8-0-0 1�-0 2-6-8 3-10.8 4-0-0 Plate Offsets(X Y)-- (1:Edge 0-1-81 12:0-3-0 Edgel f 10:0-3-0Edge],116:0-3-0,0-0-01,[22:0-3-0 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 0.40 Vert(LL) -0.19 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.29 17-18 >814 360 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.05 11 n1a n/a BCDL 5.0 Code FBC2017[TP]2014 Matrix-SH Weight:127 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 or,purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 23=2258/Mechanical,11=1168/0-1-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2247/0,10-11=-I 164/0,1-2=-2020/0,2-3=-2743/0,3-4=-3567/0,4-5=-4063/0, 5-6=-4063/0,6-7=-3468/0,7-8=-2417/0,8-9=-2417/0,9-10=-942/0 BOT CHORD 21-22=0/2139,20-21=0/3260,18-20=0/3921,17-18=0/4063,16-17=0/4063,15-16=0/4063, 13-15=0/3031,12-13=0/1775 WEBS 1-22=0/2986,2-22=-2200/0,2-21=0/908,3-21=820/0,3-20=0/488,4-20=-562/0, 4-18=0/303,10-12=0/1415,9-12=-1323/0,9-13=0/991,7-15=0/700,6-15=-1091/0, 6-16=0/601,5-17=-462/89,5-18=-312/357,7-13=-947/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-1290 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-10D Concentrated Loads(lb) Vert:2=-1290 3) 1 st chase Dead+Fioor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-1 0,1-6=-100,6-10=20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Place institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816214 J170741 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:55 2017 Page 2 I D:ZI W SSsce9HLV9WzlBSyCy4y6UhO-2deCNjAABujxazlMM3bChrggOW emoO3XfLrvK8y593o LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-1290 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pill Vert:11-23=-10,1-5=-20,5-10=-1 00 Concentrated Loads(lb) Vert:2=-1290 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-10=-20 Concentrated Loads(lb) Vert:2=-1290 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2=-1290 ®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 MITek6 connectors.This design Is based only upon parameters shown,and is for an Individual bxIDding component,not a truss system.Before use,the building designer must verify the applicablllly of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing '�� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarcring the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816215 J170741 F06 Floor 5 1 1 l Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:56 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-WgCaa3BpyCroC7KZwn6RE3Mrlw_xXrlhu?aTsay593n 1-3-0 2-2 0 Scale=1:33.6 4x7= 3x3= 3x3= 3x3= 3x10= 3x4= 1.5x4 II 4x4= 4x7= 15x8= 2 3 4 5 6 7 8 9 10 - - --- ZSA T1 0 m I6 0 23 22 21 20 19 18 17 16 15 14 13 12 *9-11-3x8= 4xA!-' SX9 x4= 3x6 11 3x6 11 6x6 II 3x6 11 3x3= 5x5= 5x5= 3x3 11 8-0-0 , 9-3-0 11-11-0 15-9-8 19-9-8 8-0-0 13-0 2-8-0 3-10-8 4-0-0 Plate Offsets(X Y)-- [1:Edge 0-1-81 [2:0-3-0 Edge],[6:0-4-5 Edgel (10:0-3-0,Edgel,[16:0-3-0,Edgel,[22:0-3-0,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 0.40 Vert(LL) -0.19 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.29 17-18 >809 360 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.05 11 n/a n/a BCDL 5.0 Code FBC2017JTP12014 Matrix-SH Weight:132 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 23=2266/Mechanical,11=1174/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2254/0,10-11=-1170/0,1-2=-2027/0,2-3=-2757/0,3-4=-3593/0,4-5=-4102/0, 5-6=41114/0,6-7=-3492/0,7-8=-2433/0,8-9=-2433/0,9-10—948/0 ' BOT CHORD 21-22=0/2146,20-21=0/3280,18-20=0/3953,17-1 8=0/4114,16-17=0/4114,15-16=0/4104, 13-15=0/3054,12-13=0/1 786 WEBS 1-22=0/2996,2-22=-2208/0,2-21=0/918,3-21=-830/0,3-20=0/497,4-20=-572/0, 4-18=0/312,10-12=0/1424,9-12=-1331/0,9-13=0/998,7-15=0/695,6-15=-1 083/0, 5-18=-329/347,5-17=-460/99,6-16-0/574,7-13=-959/0 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"XX)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:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-1 290 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(lb) Vert:2=-1290 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=10,1-6=-100,6-10=20 Concentrated Loads(lb) Vert:2=-1290 ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 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 Q truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek7 Is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816215 J170741 ` F06 Floor 5 1 ' 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:56 2017 Page 2 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-W gCaa3BpyCroC7KZwn6RE3Mrlw_xXrlhu?aTsay593n LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5-20,5-10=-100 Concentrated Loads(lb) Vert:2=-1 290 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-10=-20 Concentrated Loads(lb) Vert:2=-1290 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:2—1290 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mITEK REFERANCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ,MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dettvery,erection and bracing of trusses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816216 J170741 ` F07 GABLE 1 1 k Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:56 2017 Page 1 I D:ZI W SSsce9H LV9W z1 BSyCy4y6UhO-W gCaa3BpyCroC7KZwn6RE3Mwmw7wxxbhu?aTsay593n Scale=1:22.7 34 I I 1 3x6— 2 3 4 5 6 7 B 9 10 11 12 I TJ 0 i 23 22 21 20 19 18 17 16 15 14 13 3x3 11 3x3= 3x5= 1-4-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 13-8-$ r 14-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 4-0 1-4-0 4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1ldefl 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(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 13-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)23,13,22,21,20,19,18,17,16,15,14 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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing !Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816217 J170741 r FOB GABLE 1 1 L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:57 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-_OmyoPC Rj W zfpH ul UUdgmGv5aKTEGOrg7fK000y593m oH8 Scale=1:17.1 3x3 11 3x3= 1 2 3 4 5 6 7 B 9 1 0 i T 18 17 16 15 14 13 12 if 10 3x3 11 3x3 1-0-8 2-4-8 3-8-8 5-0-8 6-4-8 7-8-8 9-0-8 10-4.8 1-0-8 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 Plate Offsets(X Y)-- f19.0-1-8 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 n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 10 rl/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-SH Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS ' 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 10-4-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,11,12,13,14,15,16,17 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. ®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 Win MiTek®connectors.This design is rased orgy upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside Homes/Romanzo Res(Hampton 712816218 J170741 ` F09 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:57 2017 Page 1 ID:ZI W SSsce9HLV9W zl BSyCy4y6U hO-_OmyoPCRjW zfpHulU UdgmGv?LKM6GMOg7fK000y593m 1-3-0 1-7-8 2-1-0 01_48 Scale=1:17.7 1.5x4 11 1.5x4 II 1.5x4= 1 3x6= 2 3 4 5 6 13 0 C9 11 10 9 8 1-6-0 4-4-8 6-8-8 9-2-8 10-8-8 1-6-0 2-10-8 2-4-0 2-6-0 Plate Offsets(X Y)-- [13:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.07 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 7 nta n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:61 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=575/0-3-8,7=569/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-574/0,6-7=-562/0,1-2=-416/0,2-3=-950/0,3-4=-950/0,4-5=-950/0,5-6=-410/0 BOT CHORD 10-11=0/768,9-10=0/950,8-9=0!767 WEBS 6-8=0/597,1-11=0/625,5-8=-567/0,2-11=-559/0,5-9=0/406,2-10=0/365 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for on Individual building component,not a'truse system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 6M p�i iT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIb Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816219 J170741 F10 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:58 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-TCKK?ID3Up5W RRTx2C8vJUS8Tjex?p3zMJ3awTy5931 1-3-0 0-5-8 2-1-0 0 p Scale=1:15.3 1.5x4 II 1 3x6= 2 3 4 5 12 1.5x4= 0 of 11 10 9 8 7 1.5x4 I 1-6-0 6-9-8 1-6-0 5-3-8 Plate Offsets(X Y)-- [12:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.08 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.11 7-8 >909 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-SH Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=442/Mechanical,6=436/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-431/0,5-6=444/0,1-2=-356/0,2-3=521/0,3-4=-521/0,4-5=-309/0 BOT CHORD 9-10=0/511,8-9=0/521,7-8=0/536 WEBS 5-7=0/448,1-10=0/530,4-7=-361/0,2-10=574/0,2-9=0/290 NOTES- 1)Unbalanced floor live loads have been considered.for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened•to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.101032015 BEFORE USE � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a lrrrss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ry y Riverside Homes/Romano Res(Hampton 712816220 J170741 Fit Floor 1 1 1, Job Reference(optional) Manning EWilding Suppliis,Jacksonville,FL 8.130 s Sep 15 2017 M7ek Industries,Inc.Tue Dec 26 16:05:04 2017 Page 1 I D:ZI W SSscegH LV9W zl BSyCy4y6UhO-aJ RgV IeyRAOMoj590KF2Vd7uXdHnxfacVrvkl fy537z 1-3-0 0-5-8 , i 2-1-0 00-8 Scale=1:15.2 1.5x4 11 1 3x6— 2 3 4 14 5 13 1.5x4= 0 ci aD 12 11 10 9 8 1.5x4 I 1-6-0 6-9-8 7-4-0 83-8 1-6-0 5-3-8 0-6-8 0-11-8 Plate Offsets(X Y)-- f13:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.06 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=398/Mechanical,6=119/1-3-0,7=361/0-3-8 Max Grav 12=398(LC 1),6=145(LC 7),7=420(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-389/0,1-2=-309/0,2-3=-436/0,3-4=-436/0 BOT CHORD 10-11=0/431,9-10=01436,879=0/376 WEBS 1-11=0/460,4-8=-449/0,2-11=-448/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.70/03/2075 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WeV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816221 J170741 F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:59 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-xPtjC5DhF7DN3b28bvf8sh_KL723kGA7azp7Tvy593k 1-3-0 J 2-1-0 08- I 1 r � Scale=1:13.6 1.5x4 11 1.5x4 11 3x3= 1 3x6= 2 3 4 3x3= 5 11 1.5x4= 0 cc0 3x3= 3x3= 10 9 8 7 6I 3x3= 3x3 11 3x3= 1-6-0 3-3-4 3-10-0 , 5-9-4 7-3-4 1-6-0 1-9-4 0-6-12 1-11-4 Plate Offsets(X Y)-- [11:0-1:8_0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.06 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:45 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 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=386/Mechanical,6=380/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-415/0,5-6=-385/0,1-2=-382/0,2-3=-382/0,3-4=-386/0,4-5=-255/0 BOT CHORD 8-9=0/382,7-8=0/439 WEBS 5-7=0/370,1-9=0/561,4-7=-289/0,2-9=31210 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p.�I A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Iftl�T ��" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romano Res(Hampton T12816222 J170741 ` F13 Floor 1 1 i_ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:00 2017 Page 1 ID:ZIW SSsce9HLV9WzIBSyCy4y6UhO-PbR5OREJORLEgldK9cBNOvXVRXOfTjUGpdYg?Ly593j 1-3-0 2-1-0 0-7-0 Scale=1:13.3 1.5x4 11 1.5x4 II 3x6= 1 3x6= 2 3 4 3x3= 5 0 co , 3x3= 3x3= 9 8 7 6 3x3= 3x3 11 3x3 11 1-6-05-8-0 7-2-0 1-6-0 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.06 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-SH Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=380/0-1-8,6=380/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=408/0,5-6=-384/011-2=-373/0,2-3=-373/0,3-4=-377/0 BOT CHORD 8-9=0/373,7-8=0/432 WEBS 5-7=0/374,1-9=0/546,4-7=-287/0,2-9=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.10/03!1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possfb4e personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816223 J170741 , F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:00 2017 Pagel ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-PbR5QREJORLEgldK9cBNOvXW hXQHTkDGpdYg?Ly593j 1-3-0 1-9.12 Scale=1:14.2 3x3= 3x3= 1 3x6= 2 3 3x3= 4 11 1.5x4= 0 m 93x3 B 7 63x3— 1.5x4 II 1.5x4 II 3x3 11 3x3— -6-0 6-0-12 7-6-12 -6-010 4-6-12 Plate Offsets(X Y)-- 111:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.03 8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 Na n/a BCDL 5.0 Code FBC2017lFPI2014 Matrix-SH Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=402/0-3-8,5=396/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-396/0,4-5=-390/0,1-2=-253/0,2-3=-481/0,3-4=-254/0 BOT CHORD 8-9=0/481,7-8=0/481,6-7=0/481 WEBS 4-6=01367,1-9=0/380,3-6=-350/0,2-9=352/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED hf?EK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816224 J170741 ' F15 Floor 4 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:01 2017 Page 1 ID:ZIW SSsce9HLV9WzIBSyCy4y6UhO-tn?TdnFxnkT5luCWjKicx63hhxkLCBgK�Qg2Hl EXny593i 1-3-0 0.8-4 2-1-0 Scale=1:13.6 3x3= 1 3x6= 2 3x3= 3 3x3= 4 11 1.5x4= 0 d� 3x3= 10 9 8 7 6 3x3= 1.5x4 11 1.5x4 II 3x3 11 3x3= 1-6-0 5-9-4 7-3-4 1-6-0 4-3.4 Plate Offsets(X Y)-- rll: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 0.45 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.05 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n1a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:45 lb FT 20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=386/Mechanical,5=380/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-376/0,14-5=-379/0,1-2=-274/0,2-3=-428/0 BOT CHORD 8-9=0/424,7-8=0/428,6-7=0/428 WEBS 4-6=0134911-9=0/408,3-6=-287/0,2-9=-381/0 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 Dd(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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03!1015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse wifh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816225 J170741 F16 GABLE 1 1 • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:01 2017 Page 1 I D:twSOXwkN2iTOQK7AW I1 vVxyZQC9-to?TdnFxnkT5l uCWjKicx63nOxr4CCpQ2H I EXny593i 1.5x4 II 1 3x6= 21.5x4 11 3 4 3x3 11 Scale=1:11.2 0 ci m 7 6 5 3x3 11 3x3= 3x5= 1-4-0 2-8-0 3-0-0 1-4-0 1-4-0 0 4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a rl/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 7=65/3-0-0,5=87/3-0-0,6=150/3-0-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"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 MITER REFERANCE PAGE MI1.7473 rev.10/0312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply Riverside Homes/Romano Res(Hampton 712816226 J170741 3 F17 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:02 2017 Page 1 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-L_Zrr7GZY2byw2ni H 1 DrTKctZL2RxXLZGx1 n4Ey593h 1-0-6 2-4-0 Scale=1:14.8 THAC426 THA426 THA426 THAC426 THAC426 8x8= THA426 8x8= 3x6 II THA426 3x6 II 8x8= THA426 8x8= 1 13 2 3 14 4 5 15 6 0 aD I if F,± L4 I I "L IL I i 5x5= 6x6= 12 11 10 9 8 6x6= 5x5= 4x4= 4x4= 1-4-2 6-1.6 7-5-8 1-4-2 4-9-4 1-4-2 Plate Offsets(X,Y)-- [1:Edge,0-3-0],[2:0-1-8,Edge],[4:0-3-0,Edge],[5:0-1-8,Edge],[6:0-3-0,Edge],[7:Edge,0-1-81,[8:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[11:0-1-8 ,Edgel,[12:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.04 10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:68 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=3099/Mechanical,7=3052/0-4-0 Max Grav 12=3114(LC 4),7=3064(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or fess except when shown. TOP CHORD 1-12=-3113/0,6-7=-3052/0,1-2=-2320/0,2-3=-354610,3-4=-3546/0,4-5=-3546/0, 5-6=-2166/0 BOT CHORD 10-11=0/2320,9-10=0/3546,8-9=0/2166 WEBS 3-10=-161210,4-9=-1697/0,2-11=-2762/0,1-11=0/3648,2-10=0/1991,5-8=-2650/0, 6-8=0/3406,5-9=0/2241 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131°X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-1-4 from the left end to 6-5-4 to connect truss(es)to front face of top chord. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 0-5-8 from the left end to connect truss(es)to back face of top chord. 6)Use Simpson Strong-Tie THAC426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max starting at 2-5-8 from the left end to 6-5-8 to connect truss(es)to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-6=-100 Concentrated Loads(lb) Vert:3=-1289(F=-1003,B=286)2=-1 004(F)13=-319(B)14=-1289(F=1003,B=-286)15=-1455(F=-1163,B=-292) ® WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MlTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -MiTek7 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/iPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton 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/Romanzo Res(Hampton 712816227 J170741 y l FG01 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:03 2017 Page 1 ID:ZI W SSsce9HLV9WzlBSyCy4y6UhO-pA7D2SHCJMjpXCMvglk40X9zKkHdguwjVbnLcgy593g 1-6-9 2-2-0 1-11-4 1-11-4 J 1-11-4 1 Scale=1:24.8 THA426 THA426 THA426 THA0426 THAC426 THA426 4x10= 1.5x4 11 4x10= 1.5x4 11 1.5x4 11 THA426 4x10= THA426 1.5x4 11 4x10= 1 17 2 18 3 4 5 19 6 20 7 21 8 0 a� 15 14 13 12 11 10 3x4 11 6x10= 1.5x4 11 3x8= 3x4= 1.5x4 II 7x10= 2x4 I I 5.9-12 i f 6-11-12 i 1-11-13 3-9-15 10-4-4 12-7-0 14-11-B 1-11-13 1-10-1 6-6-5 2-2-12 2-4-8 Plate Offsets(X Y)-- [13:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.20 12 >893 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.33 12 >539 360 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 9 n1a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:227 lb FT=11 LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E except end verticals. WEBS 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10:2x4 SP 225OF 1.9E REACTIONS. (Ib/size) 16=7327/0-5-0,9--6543/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-7117/0,8-9=6385/0,1-2=-8310/0,2-3=-8310/0,3-4=-18004/0,4-5=-18004/0, 5-6=-180D4/0,6-7=-9539/0,7-8=-9539/0 BOT CHORD 15-16=0/296,14-15=0/1 4141,13-14=011 4141,12-13=0/18004,11-12=0/1 5871, 10-11=0/15871,9-10=0/261 WEBS 5-12=-1 894/0,4-13=-2261/0,1-15=0/1 0005,2-15=-1778/0,3-15=-7278/0,3-14=297/0, 3-13=014874,8-10=0/10902,7-10=-1976/0,6-10=-7439/0,6-11=0/306,6-12=0/2628 NOTES- 1)3-ply truss to be connected together with 1 Od(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:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 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)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 5-4-12 oc max.starting at 0-7-10 from the left end to 13-2-12 to connect truss(es)to front face of top chord. 7)Use Simpson Strong-Tie THAC426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-10-0 from the left end to 7-10-0 to connect truss(es)to front face of top chord. 8) 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(plf) Vert:9-16=-10,1-8=-356 Concentrated Loads(lb) Vert:5=-1060(F)4=-1060(F)3=-1 060(F)17=-1085(F)18=-1060(F)19=-1060(F)20=-1060(F)21=-1 060(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITeM connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton a T12816227 J170741 FG01 Floor Girder 1 3 Job Reference(optional) Manning Building Suppplibs, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 06:20:03 2017 Page 2 ID:ZI W SSsce9HLV9WzlBSyCy4y6UhO-pA7D2SHCJMjpXCMvglk40X9zKkHdguwjVbnLcgy593g LOAD CASE(S) Standard 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-1 0,1-8=356 Concentrated Loads(lb) Vert:5=-1060(F)4=-1060(F)3=-1060(F)17=-1085(F)18=-1060(F)19=-1060(F)20=-1060(F)21=-1060(F) 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-5=-356,5-8=-276 Concentrated Loads(lb) Vert:5=-1088(F)4=-1060(F)3=-1060(F)17=-1085(F)18=-1060(F)19=-1140(F)20=-1140(F)21=-1140(F) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-4=-276,4-8=-356 Concentrated Loads(lb) Vert:5=-1060(F)4=-1093(F)3=1 140(F)17=-1145(F)18=-1140(F)19=-1060(F)20=-1060(F)21=-1060(F) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(plf) Vert:9-16=-10,1-5=-356,5-8=-276 Concentrated Loads(lb) Vert:5=-1088(F)4=-1060(F)3=1060(F)17=-1085(F)18=-1060(F)19=-1140(F)20=-1140(F)21=-1140(F) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16.10,1-4=-276,4-8=-356 Concentrated Loads(lb) Vert:5=-1060(F)4=-1093(F)3=-1140(F)17=-1145(F)18=-1140(F)19=-1060(F)20=-1060(F)21=-1060(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ��+��, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816228 J170741 FG02 Floor Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:04 2017 Page 1 I D:ZI W SSsce9HLV9 W zl BSyCy4y6UhO-HMhcGoHg4frg9Mx5OSFJZlh9i8jzPPpskF W u86y593f 1-10-10 r i Scale=1:22.1 1.5x4 II 3x10= 1.5x4 11 3x10= 1.5x4 II 3x8= 1 3x8= 2 3 4 5 6 7 Ll 0 n Ll 015 13 16 12 17 11 10 18 9 19 3x5 II 5x10= 3x6 II HHUS48 4x10= 3x6 II 5x10= NAILED 36 II NAILED NAILED NAILED NAILED NAILED NAILED 2-3-14 4-6-0 6-8-2 8-10-4 11-0-6 13-4-4 2-3-14 2-2-2 2-2-2 2-2-2 2-2-2 2-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.10 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.19 11 >832 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight:262 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, BOT CHORD 2x8 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) 14=4555/0-5-8,8=4204/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-3832/0,7-8=-3526/0,1-2=-6309/0,2-3=-6309/0,3-4=-1 3119/0,4-5=-1 3119/0,5-6=-5747/0,6-7=-5747/0 BOT CHORD 13-14=0/331,12-13=0/1 24 83,11-12=0/1 2483,10-11=0/1 1 21 6,9-1 0=0/1 1216,8-9=0/310 WEBS 1-13=0/6851,2-13=-823/0,3-13=-7076/0,3-12=0/2116,3-11=0/729,4-11=-700/0,7-9=0/6232,6-9=-812/0, 5-9=-6268/0,5-10=0/982,5-11=0/2181 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 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)Load case(s)1,2 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"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent at 5-11-4 from the left end to connect truss(es)to front face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:8-14=-10,1-7=-406 Concentrated Loads(lb) Vert:12=-31(B)11=-31(B)10=-31(B)15=-33(B)16=-31(B)17=-3104(F)18=-31(B)19=-33(B) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-14=-10,1-7=-406 Concentrated Loads(lb) Vert:12=-31(B)11=-31(B)10=-31(B)15=-33(B)16=-31(B)17=-3104(F)18=-31(B)19=-33(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.10/0312015 BEFORE USE Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816229 J170741 FG04 Floor Girder 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:04 2017 Pagel I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-H MhcGoHg4frg9Mx5OSFJZIhDbSjQPS2skFW u86y593f 1-5-12 Scale=1:13.7 1.5x4 11 1.5x4 11 3x8= 1 3x8= 2 33X8= 4 5 F-1 F1 0 T F1 4x10= 1.5x4 II 4x10= 1.5x4 II 1.5x4 II 1-11-0 3-8-4 5-5-8 7-4-8 1-11-0 1-9-4 1-9-4 1-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.02 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.04 8 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 6 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:82 Ib FT=11% 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. REACTIONS. (Ib/size) 10=2705/0-5-0,6=3016/0-3-8 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=2659/0,5-6=-2745/0,1-2=-2701/0,2-3---2701/0,3-4=-2808/0,4-5=-2808/0 BOT CHORD 8-9=0/3583,7-8=0/3583 WEBS 1-9=0/3420,2-9=-1437/0,3-9=-1116/0,5-7=0/3555,4-7=-l432/0,3-7=-98l/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 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)Load case(s)1,2 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:6-10=-10,1-5=-745 Concentrated Loads(lb) Vert:11=-373 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-745 Concentrated Loads(lb) Vert:11=373 ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is form 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 �Ig building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 1T e,W is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816230 J170741 FRG01 PIGGYBACK BASE GIRDE 1 - 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL B.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:06 2017 Page 1 I D:ZIW SSsce9HLV9WzlBSyCy4y6UhO-EloMgUJ4bH6NOg4UWtlneAnSkyLJtF09BY??D?y593d 2-0-0 , 6-1.4 10.4-4 14-5-8 19-4-12 24-2-3 29-3-4 2 1 -8 2-0.0 4-1-4 4-3-0 4-1-4 4-11-3 4-9-7 5-1-1 7-4 5x8 M18SHS 8x8= Scale=1:66.5 1.5x4 11 6x6= 8x8= 5 1 6 7 2 8 8.00 F,2 6x6 4 3x8 G m rn 4.50 F12 10x12 M18SHS 2 1 16 11 ILA 1111 H 110 15 23 24 2514 26 27 13 28 29 12 30 31 11 32 33 10 34 35 36 37 9 HHUS48 8x8= 8x8_= HHUS48 10x10= HHUS48 10x10= 10x10= HHUS48 10x10 11 7x10 MT20HS I I HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 2-0-06-1-4 10-4-4 14-5-8 19-4-12 24-2-3 29-3-4 29r1Q-8 2-0-0 4-1-4 4-3-0 4-1-4 4-11-3 4 Plate Offsets(X,Y)-- [1:0-7-4,Edge],[2:0-10-7,Edge],[5:0-4-0,0-1-9],[9:0-5-8,0-4-0],[10:0-3-8,0-5-12],[11:0-5-0,0-5-8],[12:0-3-8,0-6-0],[13:0-4-0,0-6-0],[14:0-3-8,0-5-81, [15:0-1-10,0-0-101,[16:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.23 12-13 >999. 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.41 12-13 >860 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(CT) 0.06 9 n/a n/a M18SHS 244/190 BCDL 11.0 Code FBC2017fFP12014 Matrix-MSH Wind(LL) 0.01 13 >999 240 Weight:1185lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc puffins, 5-8:2x4 SP No.2 except end verticals,and 2-0-0 oc puffins(2-9-14 max.):5-8. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2`Except` WEBS 2 Rows at 1/3 pts 8-9 8-9:2x8 SP DSS,8-10:2x4 SP 225OF 1.9E T-Brace: 2x4 SP No.2-6-11 OTHERS 2x4 SP No.2*Except` 2x6 SP No.2-7-10,5-11,4-12 9-16:2x8 SP DSS Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 1-3-11 (0.131"x3")nails,6in o.c.,wilh Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=7156/0-5-8,9=8786/0-3-6 Max Horz 1=323(LC 7) Max Uplift 1=-203(LC 8),9=-262(LC 5) Max Grav 1=14981(LC 12),9=18968(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-13118/162,2-3=-27152/340,3-4=-23137/321,4-5=-18171/311,5-6=-13496/268, 6-7=-13496/268,7-8=-89321216,8-9=-15884/285 BOT CHORD 1-15=-385/18947,14-15=-396/19781,13-14=-392/22637,12-13=-338/1903 1, 11-12=290/15280,10-11=-207/8932,9-10=98/881 WEBS 2-15=-5875/127,5-12=1 24/13387,8-10=-254/17656,7-10—8853/258,7-11=-140/10009, 6-11=-315/128,5-11=-3822/45,4-12=-7295/168,4-13=-56/8775,3-13=-4617/136, 3-14=-10/5141,2-14=0/2942 NOTES- 1)Special connection required to distribute top chord loads equally between all plies. 2)4-ply truss to be connected together with 12d(0.131"x3.25")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x8-4 rows staggered at 0-4-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 cc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 Do. 3)All loads are-considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;.TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=30ft eave=oft;Cat. II;Exp B;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 6) Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111l1.7473 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 sot a tnrss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall T building design. Bracing Indpqicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 9 iT-ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII QuaiBy Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816230 J170741 FRG01 PIGGYBACK BASE GIRDE 1 4 Job Reference(optional) Manning 3uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 06:20:06 2017 Page 2 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-EloMgUJ4bH6NOg4UW tlneAnSkyLJtFO9BY??D?y593d NOTES- 8)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)list Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+ 0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel);#24 Reversal: Dead+0.6 MWFRS Wind(Pos.Internal)Left;#25 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right;#26 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left; #27 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right;#28 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#29 Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#30 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#31 Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#32 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left);#33 Reversal:Dead+0.75 Roof Live(bal.)+ 0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right);#34 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind (Neg.Int)1st Parallel);#35 Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'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=11.0psf. 11)Bearing at joint(s)9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 Ib uplift at joint 1 and 262 Ib uplift at joint 9. 13)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 14)Use Simpson Strong-Tie HHUS48(22-1Od Girder,8-1od Truss,Single Ply Girder)or equivalent spaced at 2-3-2 oc max starting at 4-1-12 from the left end to 29-6-14 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-60,2-5=-60,5-8=-60,9-17=-22 Concentrated Loads(lb) Vert:12=-943(B)11=-941(B)9=-921(B)24=622(B)25=-622(B)26=-622(B)27=-1 464(B)28=-943(B)29=-943(B)30=-943(B)31=-943(B)32=-916(B)33=-916(B) 34=-916(B)36=-916(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816231 J170741 A01 Roof Special Girder 1 1 � r Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:23 2017 Page 1 I D:ZI W SSsce9H LV9 W zI BSyCy4y6UhO-_Ti6fno6k3hUk31 DU LOiO5V68ck3JyjgIM4DC_y5941 2-0-0 7-0-0 11-3-8 15-7-0 20-7-0 22-7-0 22�— 5.0-0 4-3-8 4-3-8 5.0-0 Scale=1:40.6 4x7 NAILED Special = Special NAILED 1.5x4 II NAILED 4x7= 3 21 22 4 23 24 5 8.00 F12 1111 H 4.50 FIT m 5x12 5x12— d) 6 V 2 1 7 0 C9 IC9 01 LM A 11 12 2511 26 10 27 9 28 8 6x6 II 1.5x4 II 6x6= NAILED 5x8= NAILED 6x6= 1.5x4 11 6x6 II Special NAILED Special Special Special 2-0-0 7-0-0 11-3-8 15-7-0 20-7-0 22-7-0 2-0-0 5-0-0 4-3-8 4-3-8 5-0-0 2-0-0 Plate Offsets(X Y)-- [3:0-5-4,0-2-41,[5:0-5-4,0-2-41,f7:Edge 0-5-121 f 10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.19 10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=1900/0-5-8,7=1900/0-5-8 Max Horz 1=-75(LC 23) Max Uplift 1=590(LC 8),7=-590(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1030/325,2-3=-3132/1040,3-4=-2898/1014,4-5=-2898/1014,5-6=-3132/1040, 6-7=-1030/325 BOT CHORD 1-12=-943/3036,11-12=-95813058,10_11=813/2589,9-10=794/2589,8-9=-95813058, 7-8=-943/3036 WEBS 2-11=-513/176,3-11=-250/978,3-10=-182/494,4-10.483/253,5-10=-182/494, 5-9=-250/978,6-9=-513/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 590 Ib uplift at joint 1 and 590 Ib uplift at joint 7. 7)"NAILED"indicates 3-1od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)237 lb down and 231 Ib up at 7-0-0,and 237 Ib down and 231 Ib up at 15-7-0 on top chord,and 302 Ib down and 122 Ib up at 6-9-14,383 Ib down and 151 Ib up at 7-2-2,and 383 Ib down and 151 Ib up at 15-4-2,and 302 Ib down and 122 Ib up at 15-9-2 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-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 verity the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing `MiTek'ek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside Homes/Romanzo Res(Hampton 712816231 J170741 A01 Roof Special Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:23 2017 Page 2 ID:ZI W SSsce9H LV9W zI BSyCy4y6UhO-_Ti6fno6k3hUk31 DU LOiO5V68ck3JyjgIM4DC_y5941 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-1 14(B)5=-114(8)11=383(B)10=-75(B)4=-102(B)9=-383(B)21=-102(B)24=-102(B)25=-302(B)26=-75(B)27=-75(B)28=-302(B) ®WARNING-Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 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 applicabillty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816235 J170741 A04A Roof Special 4 1 Job Reference(optional) Manning Nuilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:27 2017 Page 1 ID:ZI W SSsce9H LV9W zl BSyCy4y6UhO-tFycV9rcnl BwDgc_j BSeZIdwZE2YFmFPD_2RLmy594E 2-0-0 6-7-12 11-3-8 15-11-4 20-7-0 21-11-8 2-0-0 4-7-12 4-7-12 4-7-12 4-7-12 1-4-8 5x5= Scale:1/4°=1' 4 8.00 FIT 17 18 1.5x4 II 1.5x4 II 3 5 4.50 F12 3x4 5x12 6 4x4 2 7 1 10 191 12 11 19 20 10 9 8 3x5 11 1.5x4 11 5x8= 4x10= 3x4= 1.5x4 II 2-0-0 11-3-8 20-7-0 21-11-8 2-0 0 9-3-89-3-8 Plate Offsets(X Y)-- [1:0-1-12,0-0-21,[11:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.24 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.42 10-11 >624 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:130 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=807/0-5-8,8=807/Mechanical Max Harz 1=149(LC 11) Max Uplift 1=-158(LC 12),8=-157(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-445/119,2-3=-1 173/290,3-4=-1228/417,4-5=11 136/388,5-6=1099/267, 6-7=-798/200,7-8=-759/194 BOT CHORD 1-12—306/1239,11-12=-310/1255,10-11=-73/632,9-10—212/800 WEBS 4-10=-183/616,5-10=-299/194,6-9=-503/142,7-9=-216/840,4-11=-218!741, 3-11=-308/199,2-11=-301/152 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=4f;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 11-3-8,Exterior(2)11-3-8 to 14-3-8,Interior(1)20-7-0 to 21-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 Ib uplift at joint 1 and 157 Ib uplift at joint 8. ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M17-7473 rev.10/03/2015 BEFORE USE. Design vaild for use only with MITek0 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not Q truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi La ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816236 J170741 P A05 Roof Special 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:28 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6U hO-LRW?iV rFYbJ nrgBAHuct59C8idYA_HzZSeo_uCy594D 2-0-0 , 2-6.8 2-11 2-0-0 0-6-8 1- 8.00 12 Scale=1:12.1 3 4x4 4.50 F12 2 1 tT 4 51.5x4 II 6 3xs II 1- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(CT) 0.00 4 IVa n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=91/0-5-8,4=88/Mechanical Max Horz 6=52(LC 9) Max Uplift 6=-6(LC 12),4=-44(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. 11;Exp B;Encl.,GCpj=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-6-8 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 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 6 Ib uplift at joint 6 and 44 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 11,1I1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not �' a tnrss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside Homes/Romano Res(Hampton 712816237 J170741 A06 Roof Special 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:28 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-LRW?iVrFYbJnrgBAHuct59C8FdZp_HsZSeo_uCy594D 2-0-0 2 4 8 2 6 0 2-0-0 0-4-8 •1- 8.00 F12 Scale=1:11.6 4x4% 3 4.50 F12 2 1 c Ll I IT 5 4 1.5x4 II 6 2x5 11 1-2-4 2-4-8 2-6-0 1-2-4 1-2-4 -1-8 Plate Offsets(X Y)-- [1:0-0-11,0-1-121,[6:0-1-9,0-0-81,[6:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=85/0-3-8,4=81/Mechanical Max Herz 6=40(LC 11) Max Uplift 6=-e(LC 12),4=-33(LC 12) 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;B115ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 8 Ib uplift at joint 6 and 33 Ib uplift at joint 4. ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M➢-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"ek• Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPII Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816238 J170741 B01 HALF HIP GIRDER 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:31 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-IOB7KW u7rW hLiHvlyl 9ajngRyrUOBSc?8cOeUXy594A 1-9.8 2_213-10-4 1 21-3-12 28-11-0 1-9-8 4-5-8 7-7.4 7-5-8 7-7-4 Scale=1:49.8 NAILED NAILED NAILED NAILED NAILED 47= NAILED NAILED NAILED 1.5x4 II NAILED NAILED 6x6= NAILED NAILED 4x4= 8.00 F12 3 16 17 18 4 19 20 21 22 5 23 2425 26 627 4.50 F12 5x12 2 1 6j 61 2! -_ n fin 1111 fill n n 09 1111 in fin fill 11 2810 29 30 31 9 32 33 34 35 8 36 37 38 739 3x5 11 2x4 11 HTU26 4x4-_ NAILED NAILED NAILED 8x8 NAILED NAILED NAILED 4x4= NAILED NAILED 2x4 II NAILED NAILED NAILED NAILED 1-9-8 6-3-0 13-10-4 217-3-12 28-11-0 1-9-8 4-5 8 7-7-4 -5-8 7-7-4 Plate Offsets(X Y)-- [1:0-2-3,0-1-131,[3:0-5-4,0-2-01,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 7 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:361 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-7-6 REACTIONS. (Ib/size) 1=2099/0-3-8,7=2198/0-5-8 Max Horz 1=138(LC 7) Max Uplift 1=-683(LC 8),7=-766(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1786/593,2-3=-3381/1140,3-4=-3930/1372,4-5=-3930/1372,5-6=-3047/1070, 6-7=-1997/752 BOT CHORD 1-11=-1095/3153,10-11=-1105/31186,9-10=-98412810,8-9=1096/3091 WEBS 2-11=-259/92,2-10=-414/1 82,3-10=-182!744,3-9=-442/1271,4-9=-741/376, 5-9=-325/961,5-8=-1221/554,6-8=-1 156/3393 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=oft;Cat. ll;Exp B;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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 Ib uplift at joint 1 and 766 Ib uplift at joint 7. 8)Use Simpson Strong-Tie HTU26(20-1 od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-5-14 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MOW building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing '9 V 8�1W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton a � J170741 i a B01 HALF HIP GIRDER 1 G n Job Reference(optional) T12816238 Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:31 2017 Page 2 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-IOB7KWu7rW hLi Hvly 19aj nq RyrUOBSc?8cOeUXy594A 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=64,3-6=-54,7-12 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton r, T12816239 J170741 41 ` B02 Half Hip 1 1 Job Reference(optional) Mannino Building SuWlies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:32 2017 Page 1 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-DCIVYsvlcgpCJRUxW kgpG?NgzFnGwz_9NGmC1 zy5949 1-9-8 8-3-0 15-2-4 21-11-12 28-11-0 1-9-8 6-5-8 6-11-4 6-9-8 6-11-4 Scale=1:49.6 4x7= 1.5x4 11 6x6= 3x5= 3 14 4 15 5 16 17 6 8.00 F12 i 4.50 i2 13 4x4 2 1 12 11. 10 9 8 7 8x8% 4x4= 5x8= 3x5= 2x4 11 4x4= 1-9-8 8-3-0 15-2-4 21-11-12 28-11-0 1-9-8 6-5-8 6-11-4 6-9-8 6-11-4 Plate Offsets(X Y)-- (3:0-5-4 0-2-4) (9:0-4-0 0-3-01 f 12:Edge 0-3-41 f 12:0-1-10 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.07 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.15 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017f-FP12014 Matrix-MSH Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. REACTIONS. (Ib/size) 7=1059/0-5-8,12=1059/0-3-8 Max Harz 12=191(LC 11) Max Uplift 7=-259(LC 9),12=-204(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-2=1 505/393,2-3=-1483/411,3-4=1 425/469,4-5=-1425/469,5-6=-1050/362, 6-7=-998/332,1-12=-1038/262 BOT CHORD 11-12=-268/275,10-11=-622/1467,9-10=-458/1161,8-9=-365/1068 WEBS 2-11=-446/190,2-10=366/166,3-10=0/329,3-9=-94/427,4-9=-388/183,5-9=-160/463, 5-8=-688/295,6-8=-390/1325,1-11=-374/1439 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=29ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 8-3-0,Exterior(2)B-3-0 to 12-5-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 Ib uplift at joint 7 and 204 Ib uplift at joint 12. ®WARNING-Verity deslgn parameters and READ NOTES ON THIS ANO INCLUDED MITEKREFERANCE PAGE 11,1II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall �.19 T '` building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi e W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS!Buifding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside Homes/Romanzo Res(Hampton 712816240 J170741 B03 Half Hip 1 1 Job Reference(optional) Manning Building SuKlies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:33 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-hPJtlCvNN8x3xb3B4RC2oCvwGe6SfrMlcwWIZPy5948 1-9-8 6-0-4 10-3-0 15-2-2 19-11-8 24-8-14 29-8-0 1.9-8 4--2 2 4-2-12 4-11-2 4-9-6 4-9-6 4-11-2 Scale=1:51.1 4x4= 3x4—_ 1.5x4 13x4—_ 2x4 11 4 14 15 5 16 6 7 17 18 8 8.00 12 4x4 3 4.50 F12 4x4 2 A,1 19 20 10 13 12 11 21 22 9 8x8-- 5x8= 3x8= 3x4= 4x10= 1-9-8 10-0-4 10 -0 19-11-8 29-8-0 1-9-8 B-2-12 0- -12 9-8-8 9-8-8 Plate Offsets(X Y)-- (11-0-4-0 0-3-0) f13:Edge 0-3-4) (13:0-1-10 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.18 9-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.34 9-10 >668 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:188 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* except end verticals. 9-11:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,7-9 OTHERS 2x4 SP No.2 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. REACTIONS. (Ib/size) 9=614/0-3-8,13=201/0-3-8,11=135810-5-8 Max Horz 13=237(LC 9) Max Uplift 9=-180(LC 9),13=26([-C 12),l l=-278(LC 12) Max Grav 9=662(LC 24),13=201(LC 1),11=1400(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-315136,2-3=-3941113,3-4=-159/344,5-6=-514/203,6-7=-514/203 BOT CHORD 12-13=-323/294,9-10=-1 701351 WEBS 3-12=-861471,3-11=-317/180,4-11=379/195,1-12 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816241 J170741 B04 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:34 2017 Page 1 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-AbtGzYw?8R4wZleKe9jHLQS092W 3OpMRgaFl5sy5947 1-9-8 5-10-14 10-0-4 12-3-0 16-9-0 25-2-0 29-8-0 1-9-8 ' 4-1-6 4-1-6 2-2-12 4-6-0 8-5-0 4x4= 1.5x4 11 Scale=1:54.4 3x4= 3x4= 5 16 6 7 17 8 3x5 8-00P2 4 15 4x4ca i 4.50 F12 4x4 2 i 14 13 12 11 18 19 10 20 21 9 8x8 5x5= 3x8= 3x4= 3x4= 4x10= 1-9-8 10-0-4 12-3-0 20-11-8 29-8-0 1-9 8 8-2-12 2-2-12 8-8-8 8-8-8 Plate Offsets(X Y)-- (12:0-2-8 0-3-41 [14:Edge,0-3-41 (14:0-1-10 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.25 9-10 >941 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:208 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 9-12:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-5-11 OTHERS 2x4 SP No.2 2x4 SP No.2-8-9,6-11,7-9 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,61n o.c.,with Sin minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,61n o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=695/0-3-8,14=296/0-3-8,12=1182/0-5-8 Max Harz 14=232(LC 12) Max Uplift 9=-194(LC 9),12=281(LC 12) Max Grav 9=758(LC 24),14=296(LC 1),12=1219(LC 17) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-446/0,2-3=-528/41,6-7=-458/110,1-14=-332/0 BOT CHORD 13-14=-2521208,10-11=-146/411,9-10=-1 07/323 WEBS 2-13=-252/102,3-13=-88/454,3-12=-299/154,4-12=-931/282,4-11=-126/613, 1-13=0/416,6-11=-502/152,7-10=-12/296,7-9=-669/228 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=2511;B=45ft;L=30ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 12-3-0,Exterior(2)12-3-0 to 16-9-0 zone;cantilever left 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 Ib uplift at joint 9 and 281 Ib uplift at joint 12. 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 AfITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a inrss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -M !Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Riverside Homes/Romano Res(Hampton 712816242 J170741 B05 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:35 2017 Page 1 ID:ZI W SSsce9HLV9WzIBSyCy4y6UhO-enReAuxevlCnAvDW BsEW td?BgSpL7Gfb3E?sdly5946 1-9-8 5-10-14 10-0-4 14-3-0 21.11.8 29-8-0 1-9.8 4-1-6 4-1-6 4-2-12 7-8-8 7-8-8 4x7= Scale=1:61.9 1.5x4 II 3x4= 5 14 15 6 16 17 7 8.00 V2 3x5 4 4x4,i 3 4.50 F12 4x4 2 1� I 2 In 13 12 11 10 18 9 19 8 Bx8 5x5= 3x4= 3x8= 2x4 11 4x10= 1-9-8 10-0-4 14-3-0 21-11-829-8-0 1-9-8 B-2-12 4-2-12 7-8-8 7-8-8 Plate Offsets(X Y)-- [5.0-5-4 0-2-01 [11:0-2-8 0-3-0) [13:Edge 0-3-41 [13-0-1-10 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:209 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8,5-10,6-9 REACTIONS. (Ib/size) 8=693/0-3-8,13=291/0-3-8,11=1189/0-5-8 Max Horz 13=270(LC 12) Max Uplift 8=-198(LC 9),11=287(1_C 12) Max Grav 8=775(LC 17),13=291(LC 1),11=1240(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-446/0,2-3=-529/14,4-5=-354/90,5-6=-400/127,6-7=-400/127,7-8=-628/247, 1-13=-333/0 BOT CHORD 12-13=-287/242,9-10=-112/259 WEBS 2-12=-254/98,3-12=-93/469,3-11=293/150,4-11=926/298,4-10=-111/564, 5-10=-333/125,5-9=-52/257,6-9=-486/233,7-9=-200/624,1-12=0/419 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--1.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 14-3-0,Extedor(2)14-3-0 to 18-5-15 zone;cantilever left 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 Ib uplift at joint 8 and 287 Ib uplift at joint 11. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a in=system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon 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/Romanzo Res(Hampton J170741 B06 PIGGYBACK BASE 1 1 712816243 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:36 2017 Page 1 I D:ZI W SSsce9HLV9W zI BSyCy4y6UhO-6_ON EyGg3Keo2oj IaIIQrXIcs6CsgwklukPAky5945 2-0-0 8-2-12 14-5-8 22-2-0 29.10-8 -12 6-2-12 7-8-8 7-8-8 4x7= Scale=1:60.0 1.5x4 11 3x4= 4 17 5 18 19 6 8.00 F12 16 3x5 i 3 4.50 F12 5x12 2 1 12 11 10 9 20 8 21 7 3x6 11 1.5x4 11 4x4= 5x5= 4x10= 2)4 II 2-0-0 8-2-12 14-5-8 22-2-0 29-10-8 6-2-12 6-2-12 7-8-8 7-8-8 Plate Offsets(X Y)-- (1:0-2-120-0-21 f4:0-5-4 0-2-01 r9:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.22 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matfix-MSH Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc puffins(2-2-0 max.):4-6. WEBS 2x4 SP No.2 'BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 WEBS 1 Row at micipt 6-7,3-9,4-8,5-8 REACTIONS. (Ib/size) 1=1100/0-5-8,7=1100/0-3-8 Max Horz 1=262(LC 12) Max Uplift 1=-171(LC 12),7=-263(LC 9) Max Grav 1=1100(LC 1),7=1201(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-530/137,2-3=-1622/331,3-4=-1204/302,4-5=-739/220,5-6=-739/220, 6-7=-1052/364 BOT CHORD 1-11=-622/1839,10-11=-631/1842,9-10=-469/1352,8-9=-301/944 WEBS 2-10=-498/174,3-10=0/333,3-9=-556/221,4-9=-1 02/585,4-8=-326/129,5-8=-487/226, 6-8=-34811167 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lotmph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-5-8,Exterior(2)14-5-8 to 17-5-8 zone;cantilever left 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=I O.Opsf. 6) Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 171 Ib uplift at joint 1 and 263 Ib uplift at joint 7. 7)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.70/03)2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate ihk design Into the overall �.A i1' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi iT ef�' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton J170741 B07 PIGGYBACK BASE 4 1 712816244 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:37 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-aAYObayuRMSVOCNvJ HG_y24TLGSMb7puW YUyiAy5944 1-5-8 3.0-0 , 9-2-12 15-5-8 23-2-0 30-10-8 1-5-8' 1-6-8 ` 6-2-12 6-2-12 7-8-8 7-8-8 4x7= Scale=1:60.7 1.5x4 II 3x4= 5 Don 17 6 CA 9 15e20 7 8.00 12 16 3x5-5- 4 4 C? T 4.50 12 10x14 i 3 0I12 Iy 12 11 10 21 9 22 2x4 II 6x10= 4x4= 5x5= 4x10= 3-0-0 9-2-12 75-5.8 23-2-0 30-10-8 1-5-8 1-G-8 6-2-12 G-2-12 7-8-8 7-8-8 Plate Offsets(X Y)-- [2:0-7-0 0-0-0] [3:0-2-8 0-3-0] [5:0-5-4 0-2-0] [10:0-2-8 0-3-0] [12:0-1-7 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, 1-3:2x10 SP No.2 except end verticals,and 2-0-0 oc puffins(2-2-0 max.):5-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-8,4-10,5-9,6-9 REACTIONS. (Ib/size) 1=1145/0-5-8,8=1129/0-3-8 Max Harz 1=277(LC 12) Max Uplift 1=-172(LC 12),8=-264(LC 12) Max Grav 1=1145(LC 1),8=1230(LC 17) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-411/0,2-3=-2637/520,3-4=-1 766/367,4-5=-1261/316,5-6=-762/225, 6-7=-762/225,7-8=-1 082/371 BOT CHORD 2-12=-798/2567,11-12=-809/2560,10-11=-496/1471,,9-10=-312/992 WEBS 3-11=-1108/324,4-11=-27/412,4-10=-630/242,5-10=-116/646,5-9=-364/138, 6-9=-487f226,7-9=-357/1205 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=31ft;eave=oft Cat. II;Exp B;Encl.,GCpf=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-0-0,Interior(1)3-0-0 to 15-5-8,Exterior(2)15-5-8 to 18-6-9 zone;cantilever left 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 five 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 Ib uplift at joint 1 and 264 Ib uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton J170741 ti * BOB PIGGYBACK BASE 1 1 712816245 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:38 2017 Page 1 I D:ZI W SSscegHLV9W zl BSyCy4y6UhO-2M6movzW BgaM 1 Mx5t?nDVGdfvfpKKb?1 ICD W Edy5943 1-5-8 3-0-0 9.2-12 15-5-8 23-2-0 30-5-0 '1-5-8 1.6-8 6-2-12 6-2-12 7-8-8 7-3-0 4x7= Scale=1:60.4 1.5x4 II 3x4= 5 17 18 6 19 20 7 8.00 F12 16 3x5 4 9 m 4.50 rl2 10x14 3 T 1 2 ET o 14 12 11 10 21 9 22 2x4 II O 6x10= 4x4= 5x5= 4x10= 1-5-8 3-()-0 3-2-12 15-5-8 23-2-0 30-5-0 1-5-8 1-6-8 6 2-12 6 2-12 7-8-8 7-3-0 Plate Offsets(X Y)-- [2:0-7-0 0-0-0) [3:0-2-8 0-3-01 f5:0-5-4 0-2-0) [10:0-2-8 0-3-01 [12:0-1-7 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:206 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc puffins, 1-3:2x10 SP No.2 except end verticals,and 2-0-0 oc puffins(5-6-4 max.):5-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-8,4-10,5-9,6-9 REACTIONS. (Ib/size) 1=112810-5-8,8=1112/Mechanical Max Horz 1=277(LC 12) Max Uplift 1=-168(LC 12),8=262(LC 9) Max Grav 1=1128(LC 1),8=121O(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-405/0,2-3=-2593/508,3-4=-1 732/356,4-5=-1227/306,5-6=716/212, 6-7=-716/212,7-8=1072/366 BOT CHORD 2-12=-786/2525,11-12=-797/2519,10-11=-487/1440,9-10=-3041964 WEBS 3-11=-1097/321,4-11=-27/410,4-10=-626/241,5-10=-115/647,5-9=-393/145, 6-9=-473/220,7-9=-350/1179 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=30ft eave=4fh Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-0-0,Interior(1)3-0-0 to 15-5-8,Extedor(2)15-5-8 to 18-6-0 zone;cantilever left 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)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 1 and 262 Ib uplift at joint 8. 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 1, 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 reclulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816246 J170741 + ' B09 PIGGYBACK BASE 1 1 Job Reference(optional) Manning Cuilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:38 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-2M6movzW BgaM 1 Mx5t?nDVGdfvfpPKbJl ICD W Edy5943 2-0-0 8-2-12 14-5-8 22-2-0 29-5-0 2-0-0 6-2-12 6-2-12 7-8-8 7-3-0 4x7= Scale=1:59.8 1.5x4 II 3x4= 4 17 16 5, 5 19 20 6 8.00 12 16 3x5�i 3 4.50 F12 5x12 2 1 11 10 9 21 8 22 7 3x6 II 1.5x4 11 4x4= 5x5= 4x10= 2x4 11 2-0-0 8-2-12 14-5-8 22-2-0 29-5-0 2' 2-0-0 6-2-12 6-2-12 7-8-8 7-3-0 Plate Offsets(X Y)-- [1:0-2-12,0-0-21,[4:0-5-4,0-2-01,[9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.22 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(5-7-6 max.):4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 WEBS 1 Row at micipt 6-7,3-9,4-8,5-8 REACTIONS. (Ib/size) 1=1083/0-5-8,7=1083/Mechanical Max Horz 1=262(LC 12) Max Uplift 1=-167(LC 12),7=-264(LC 9) Max Grav 1=1083(LC 1),7=1180(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-521/135,2-3=-1591/321,3-4=-1172/292,4-5=-694/207,5-6=-694/207, 6-7=-1043/359 BOT CHORD 1-11=-614/1810,10-11=-623/1812,9-10=-461/1323,8-9=-294/918 WEBS 2-10=-497/173,3-10=0/332,3-9=-555/221,4-9=-1 02/587,4-8=-355/137,5-8=-473/224, 6-8=-342/1142 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=29ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-5-8,Extedor(2)14-5-8 to 17-5-8 zone;cantilever left 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)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 1 and 264 Ib uplift at joint 7. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 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 Irrrss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -->M.iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton a 712816247 J170741 i Col Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 152017 MiTek Industries,Inc. Tue Dec 26 08:19:39 2017 Pagel ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-WYg90F_8y_iDfWWIQiJS2T9y838c3ApA_sz3n3y5942 2-0-0 6-4-0 11-1-8 15-11-0 2-0-0 4-4-0 4-9-8 4-9-8 4x7= Scale=1:29.2 1.5x4 li 3x4= 3 4 i3 5 171 8.00 Fl2 4.50 12 4x4 i 75:- 2 I 1 9 8 7 14 3x8 I I 2x4 11 4x4= WO= HTU26 6 5x5= HTU26 3x4 II 2-0-0 6-4-0 11-1-8 15-17-0 2-0-0 4-4-0 4-9-8 4-9-8 Plate Offsets(X Y)-- (7-0-3-1 0-5-14) [3:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 6 Na n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (Ib/size) 6=1237/0-5-8,1=1212/0-5-8 Max Harz 1=136(LC 7) Max Uplift 6=-362(LC 5),1=-290(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1986/476,2-3=-1076/253,3-4=-858/245,4-5=-858/245,5-6=-821/264 BOT CHORD 1-9=-518/1845,8-9=-512/1815,7-8=-278/868 WEBS 2-9=208/262,2-8=-987/299,3-8=-44/351,4-7=-281/165,5-7=-319/1090 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 B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 Ib uplift at joint 6 and 290 ib uplift at joint 1. 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 11-11-0 oc max starting at 2-0-12 from the left end to 13-11-12 to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-3=-54,3-5=-54,6-10=-20 Concentrated Loads(lb) Vert:9=-628(B)14=-654(B) ®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 MITek6 connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not - a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall p�� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'M!Tek'ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816248 J170741 M , F CO2 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:40 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6U hO-_I EXDb?mjHg4Hg5U_Qghahi2CT W ood3KDW idJVy5941 2-0-08-4-0 15-11-0 2-0-0 6-4-0 7-7-0 5x5= 3x5= Scale=1:33.6 3 13 4 6.00 12 ci 12 4.50 FIT 5x12 2 1 cd 11 8 171 a11 c1 7 6 5 2x4 11 3x5 11 1.5x4 11 4x10= 2-9-28-4-0 15-11-0 2-0-0 6-4-0 7-7-0 Plate Offsets(X Y)-- [1:0-1-12,0-0-21,[3:0-2-8,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.14 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 5 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:92 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=584/0-5-8,5=58410-5-8 Max Horz 1=185(LC11) Max Uplift 1=-108(LC 12),5=-178(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-646/200,3-4=-459/2117,4-5=-521/243 BOT CHORD 1-7=-447/954,6-7=-455/949 WEBS 2-6=-485/207,4-6=-232/543 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 B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 8-4-0,Exterior(2)a-4-0 to 12-6-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 1 and 178 ib uplift at joint 5. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use,the buliding designer must verily the applicability of design parameters and properly incorporate this design Into the overall t�T� building design. Bracing indicated is To prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bind. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton • , T12816249 J170741 y CO3 HALF HIP 1 1 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:41 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-SxovRxOOUbywugggY7Lw7uEEJttfX6tTRASAryy5940 2-0-0 6.2-0 10.2-04.0 15.0.0 2-0 0 4-2-0 4- 4-8-0 4x4= 3x4= Scale=1:41.4 4 13 14 5 8.00F12 4x4 3 4.50 12 5x12 2 1 , Li _Z 8 7 s 3x6 11 3x4= 3x8= 1.5x4 II 2-0-0 10-4-0 15-0-0 2-0-0 8-4-0 4-8-0 Plate Offsets(X Y)-- [1:0-2-8,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.27 7-8 >651 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 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 1-10-7 REACTIONS. (Ib/size) 1=550/0-5-8,6=550/0-3-8 Max Harz 1=182(LC 12) Max Uplift 1=-63(LC 12),6=-151(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1046/137,2-3=-1198/229,3-4=-404/83,4-5=-274/108,5-6=-531/231 BOT CHORD 1-8=-321/959,7-8=-249/514 WEBS 2-8=-348/163,3-8=-125/642,3-7=-335/184,5-7=-1 93/494 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 10-4-0,Exterior(2)10-4-0 to 14-10-4 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 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 63 Ib uplift at joint 1 and 151 Ib uplift at joint 6. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based orgy upon parameters shown,and Is for on Individual building component•not a IF=system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overact pA T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 'HY ffeka Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816250 J170741 ' C04 HALF HIP 1 1 Job Reference(optional) Manning'63uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:42 2017 Page 1 I D:ZI W SSsce9H LV9W zI BSyCy4y6UhO-x7M He H01 Fv4nW_Fs6gs9f6nSRHFP FW BdggBj N0y594? 2-0-0 7-2-0 12-4-0 15-0-0 2-0-0 5-2-0 5-2-0 2-8-0 4x4= 3x4= Scale:1/4°=V 4 5 8.00 F12 3x5 i 14 3 M ca 4.50 F12 5x12 2 1 1 9 8 7 6 3x5 I I 1.Sx4 11 4x4= 3x8= 1.5x4 11 2-0-0 7-2-0 12-4-0 15-0-0 5-2-0 5-2-0 2-8-0 Plate Offsets(X Y)-- 11:0-1-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.02 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 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 WEBS T-Brace: 2x4 SP No.2-5-6 SLIDER Left 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,On o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=550/0-5-8,6=550/0-3-8 Max Harz 1=221(LC 12) Max Uplift 1—44(LC 12),6=-170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-274/66,2-3=-652/51,3-4=-264/25,5-6=-533/243 BOT CHORD 1-9=-330/837,8-9=-336/834,7-8=-217/498 WEBS 2-8=-353/139,3-8=-1/294,3-7=-473/200,5-7=-224/501 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 B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-4-0,Extedor(2)12-4-0 to 14-10-4 zone;cantilever left 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 1 and 170 Ib uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton A T12816251 J170741� 1 ) C05 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:42 2017 Pagel I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-x7MHeH01 Fv4nW_Fs6gs9f6nQi HD7FTXdggBj NOy594? 2-0-08-7.6 1%11-2 15-0-0 2-0-0 6-7-6 5-0-10 1-4-0 4x4= 1.5x4 11 Scale=1:52.9 4 5 8.00 rl2 4x10 i 13 3 4.50 Fl2 5x12 2 1 8 7 6 3x6 II 3x4= 1.5x4 11 4x10= 2-0-0 8-7-6 15-0-0 2-0-0 6-7-6 6-4-10 Plate Offsets(X,Y)-- (1:0-2-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.14 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:111 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,4-6 SLIDER Left 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 1O (0.131"x3")nails,bin o.c.,vdth 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=550/0-5-8,6=550/0-3-8 Max Horz 1=246(LC 12) Max Uplift 1=-29(LC 12),6-1 85(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1015/100,2-3=-1237/233 BOT CHORD 1-8=-363/949,7-8=-180/433,6-7=-180/433 WEBS 2-8=-496/231,3-7=0/308,3-6=-554/220,3-8=-252/688 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL--4.2psf;BCDL=3.Opsf;h=25ft;B--45ft;L=24ft eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 13-8-0,Exterior(2)13-8-0 to 14-10-4 zone;cantilever left 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 Ib uplift at joint 1 and 185 Ib uplift at joint 6. 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 MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not Bet a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW Is always required for stability and To prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton � J170741 A. C06 ROOF SPECIAL 6 1 Job Reference(optional) 712816252 Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:43 2017 Page 1 I D:ZI W SSsce9H LV9W ZI BSyCy4y6U hO-PKwfrd l fOCCe87g3fYNOCJ KZzgZM_?2mvTxHwgy594_ 2-0-0 8-7-6 15-0-0 6-7-6 6-4-10 1.5x4 11 Scale=1:58.0 4 8.00 2 12 1 4x10 3 4.50 F12 5x1Z�� 0 7 6 5 3x6 11 3x4= 1.5x4 11 3x4= , 2-0-0 8-7-6 15-0-0 2-0.0 6-7-6 6-4-10 Plate Offsets(X Y)-- [1:0-2-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL T.25 TC 0.66 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.14 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 WEBS 1 Row at midpt 4-5,3-5 REACTIONS. (Ib/size) 1=550/0-5-8,5=550/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-15(LC 12),5=-199(LC 12) Max Grav 1=550(LC 1),5=556(LC 17) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1008/67,2-3=-1223/192 BOT CHORD 1-7=-354/9411 6-7=-175/442,5-6=-175/442 WEBS 2-7=480/213,3-6=0/308,3-5=-584/231,3-7=-236/670 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 14-10-4 zone;cantilever left 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 Ib uplift at joint 1 and 199 Ib uplift at joint 5. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev.10/0312015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing •MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rornanzo Res(Hampton T12816253 J170741' ' D01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:44 2017 Page 1 ID:ZIW SSsce9HLV9W ZIBSyCy4y6UhO-tWT23z2HnW KVIHPFDFudlXsrW 4wljVNw77ggRHy593z 1-10.8 4.2.8 7.5.8 9-9-8 11-9-8 1-10-8 2-4-0 3-3-0 2-4-0 2-0-0 Special Scale=1:23.5 4x7= Special NAILED 4x4= 8.00 5_2* 3 19 4 4.50F1_2 5x12 5 5x12 2 °J c9b M i 1 6 171 r F1 1�2 10 20 9 21 8 22 7 1.5x4 11 3x4= NAILED 3x8= 1.5x4 I 3x6 11 NAILED Special 3x5 11 Special NAILED 1-10-8 4-2-8 7-5-8 9-9-8 11-9-8 1-10-8 2-4-0 3-3-0 2-4-0 2-0-0 Plate Offsets(XY)-- [1:0-2-0,0-1-81,[3:0-5-4,0-2-01,[6:0-1-12,0-2-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.02 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.04 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:66 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-9-1,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=809/0-4-0,6=801/0-5-8 Max Horz 1=-39(LC 23) Max Uplift 1=252(LC 8),6=249(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=340/1112,2-3=-1229/435,3-4=-1039/388,4-5=-1 242/438,5-6=-463/151 BOT CHORD 1-10=353/1123,9-10=359/1132,8-9=-372/1028,7-8=-379/1193,6-7=-373/1187 WEBS 3-9=-112/426,4-8=-116/442 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 B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and Fight 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 252 Ib uplift at joint 1 and 249 Ib uplift at joint 6. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148°x3.25°)toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 187 Ib up at 4-2-8,and 203 Ib down and 187 Ib up at 7-5-8 on top chord,and 160 Ib down and 83 Ib up at 4-4-10,and 160 Ib down and 83 Ib up at 7-2-10 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(pit) Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,11-15=-20 Concentrated Loads(lb) Vert:3=-53(B)4=-53(6)9=-160(6)8=-160(B)19=-37(B)20=-1 16(B)21=4.1(B)22=-116(8) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component;not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M`'''W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton TI 2816254 J170741 D02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:45 2017 Page 1 1 D:ZI W SSsce9HLV9 W zl BSyCy4y6UhO-Li 1 QGJ3vYgSMN R_RnzPsHkP 1 AUGXSxr3MnQOzjy593y h-1q 2-2-8 5-10.0 9-5.8 11-9-8 -1 1-8-14 3-7-8 3-7-8 2-4-0 5x5= Scale=1:25.8 3 8.00 F12- 4.50 4.50 12 4x4= 11 3x4= 4x7� 10 4x4= 1 4 5 co c0 8 7 6 9 3x8= 3x8= 1.5x4 I I 1.5x4 11 2-2-8 9-5-8 11-9-8 2-2-8 7-3-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.15 7-8 >895 180 BCLL 0.0 ' Rep Stress incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:65 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 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=425/Mechanical,9=408/Mechanical Max Harz 9=93(LC 11) Max Uplift 6=-83(LC 12),9=-84(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-534/144,2-3=-741/258,3-4=-770/264,4-5=-556/149,5-6=438/136,1-9=-441/123 BOT CHORD 7-8=-1201316 WEBS 1-8=-1 431578,2-8=-524/218,3-8=-1 28/404,3-7=-136/429,4-7=-551/224,5-7=-172/664 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-5-10 to 2-2-8,Intedor(1)2-2-8 to 5-10-0,Exterior(2)5-10-0 to 8-10-0,Interior(1)9-5-8 to 11-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 Ib uplift at joint 6 and 84 Ib uplift at joint 9. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEX REFERANCE PAGE Mll-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for on Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing • MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton a T12816255 J170741 D03 Roof Special 1 1 Job Reference(optional) Manning nuilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:46 2017 Pagel ID:ZIWSSscegHLV9WzIBSyCy4y6UhO-pvboUe3XJ7aD?bZeLgx5gyyBEuh3BPkCbR9xV9y593x 2-2-114-2-8 5-10-0 7-5-8 11-9-8 2-2-8 2-0-0 1-7-8 1-7-8 4-4-0 5x5= Scale=1:26.3 4 5x5= 4x4= 4x4 3x4= = B.00 12 2 5 6 Li 1.5x4 II 1 0 9 8 7 10 3x8= 3x8= 1.5x4 11 3x4= 4-2-8 7-5-8 11-9-8 4-2-8 3-3-0 4-4-0 Plate Offsets(X Y)-- [2:0-2-8,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 Na n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:77 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. REACTIONS. (Ib/size) 7=426/Mechanical,10=426/Mechanical Max Harz 10=114(LC 11) Max Uplift 7=-1 08(LC 9),10=-82(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-404/166,3-4=-516/229,4-5=-555/238,5-6=-418/164,6-7=-3851178 BOT CHORD 9-10=-187/29518-9=166/323 WEBS 2-9=-61/257,3-9=-351/171,4-8=-120/287,5-8=-450/207,6-8=-179/480,2-10=-395/144 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(2)0-1-12 to 4-2-8,Interior(1)4-2-8 to 5-10-0,Exterior(2)5-10-0 to 7-5-8 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 7 and 82 Ib uplift at joint 10. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i-Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside Homes/Romano Res(Hampton 712816256 J170741 , E01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:47 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-H59Ah_494Ri4cl7quOSKM9UK21 umwoKMg5vU2by593w 2-0-0 6-4-0 2-0-0 4-4-0 Scale:1"=I' Special 4x7= NAILED 1.5x4 II 4.50 12 2 9 3 1 Ll 10 5 11 4 3x8 II NAILED 3x10 II NAILED Special HTU26 3x4= HTU26 4x4= 2-0-0 6-4-0 2-0-0 4-4-0 Plate Offsets(X Y)-- f1:0-0-0,0-1-51,[2:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:34 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, 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. WEDGE Left:2x4 SP No.2 REACTIONS. (Ib/size) 4=648/Mechanical,1=621/0-5-8 Max Horz 1=35(LC 7) Max Uplift 4=-173(LC 5),1=-150(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1146/286 BOT CHORD 1-5=-273/1042,4-5=-288/1122 WEBS 2-5=-121/611,2-4=-1161/289 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 B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 Ib uplift at joint 4 and 150 Ib uplift at joint 1. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-1 Odxl 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 4-4-12 to connect truss(es)to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 Ib down and 110 Ib up at 2-0-0 on top chord,and 31 Ib down and 15 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-3=-54,4-6=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1010312015 BEFORE USE. Design valld for use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall on building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTSW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816256 J170741 , E01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:47 2017 Page 2 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-H59Ah_494Ri4c17quOSKM9UK2IumwoKMg5vU2by593w LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5=-397(F=-9,B=-388)10=-5(F)11=-409(F=3,B=406) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing NOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816257 J170741 E02 Monopitch Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:48 2017 Page 1 ID:ZI W SSsce9HLV9WzlBSyCy4y6UhO-IHjYvK5nrlgxEviOS5zzvN1 UohD8f FBV2le2a2y593v 2-0-06.4.0 2.0-0 4-4-0 1.5x4 11 Scale=1:27.4 3 75'- 1.00 12 4.50 12 4x4 2 1 Li Ll 11H 5 9 10 4 3x5=3x8 I i 3x10 II HTU26 4x4= HTU26 2-0-0 6-4-0 2-0-0 4-4-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, 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. WEDGE Left:2x4 SP No.2 REACTIONS. (Ib/size) 4=674/Mechanical,1=595/0-5-8 Max Horz 1=132(LC 7) Max Uplift 4=-176(LC 5),1=-125(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1243/268 BOT CHORD 1-5=-271/1134,4-5=-253/1053 WEBS 2-5=-134/622,2-4=-1088/281 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;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 176 Ib uplift at joint 4 and 125 Ib uplift at joint 1. 6)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 4-4-12 to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:9=-405(F)10=-406(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816258 J170741 y A , E03 Half Hip 1 1 Job Reference o tional Manning building Sup-plies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:19:49 2017 Page 1 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-DUHx6g6Qc2yos2HDOpUoSaaic5azOITfHPOb6Uy593u 1-7-8 4-3-2 6-1-0 2-7-10 1-9-14 Scale=1:22.0 Special 1.5x4 11 5x5= 3 4 8.00 F12 4.50 12 4x4 2 3x4 1 6 8 9 5 NAILED 1.5x4 3x8= 7 I I Special 3x4= 1-7-8 6-1-0 1-7-8 4-5-8 Plate Offsets(X Y)-- r3:0-2-8,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.08 5-6 >858 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=444/Mechanical,7=306/0-3-8 Max Horz 7=101(LC 5) Max Uplift 5=-173(LC 5),7=80(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-471/124,2-3=-589/200,1-7=-404/105 WEBS 2-6=-262/108,3-6=-1 39/481,3-5=-268/157,1-6=-1 10/476 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=45fl;L=2411;eave=oft;Cat. ii;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 Ib uplift at joint 5 and 80 Ib uplift at joint 7. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)211 Ib down and 206 Ib up at 4-3-2 on top chord,and 149 Ib down and 78 Ib up at 4-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,5-7=20 Concentrated Loads(lb) Vert:3=-77(B)8=-95(B)9=-149(B) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addiitonal temporary and permanent bracing •Mi iT e k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton } r 712816259 J170741 G01 Half Hip Girder 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:08 2017 Page 1 I D:ZIW SSsce9HLV9WzlBSyCy4y6UhO-A8w65AKK7uM5ezEsdlKFjbsg1116L9rSfsU5Hty593b 2-9-0 9-1-6 15-4-0 21-6-10 27-11-0 2-9-0 6-4-6 6-2-10 6-2-10 6-4-6 Scale=1:51.1 NAILED 4x10— NAILED NAILED NAILED NAILED NAILED 8.00 12 NAILED NAILED NAILED 3x4 NAILED 1.5x4 II NAILED NAILED 5x8= NAILED NAILED 6x6 2 13 14 3 15 16 17 18 419 20 21 522 23 24 25 6 5x5 1 I 26 11 27 28 10 29 30 31 9 32 33 34 35$ 36 37 38 7 12 3x10 MT20HS 11 5x5= NAILED NAILED 8x8_— NAILED 3x10= NAILED NAILED 6x6_ 14AILED 3x10 MT20HS II HTU26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-9-0 9-1-6 15-4-0 21-6-10 27-11-0 2-9-0 6-4-6 6-2-10 6-2-10 6-4-6 Plate Offsets(X 1)-- [2:0-7-12,0-2-01,[5:0-4-0,0-3-41,[10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 9-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.30 9-10 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress]nor NO WB 0.83 Horz(CT) 0.05 7 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:189 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-14 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-7,6-8 OTHERS 2x4 SP No.2 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. REACTIONS. (Ib/size) 7=2355/0-5-8,12=2414/Mechanical Max Horz 12=148(LC 5) Max Uplift 7=-808(LC 5),12=778([_C 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1717/589,2-3=-3403/1181,3-4=-3779/1299,4-5=-3779/1299,5-6=-2659/923, 6-7=-21791795,1-12=-2339f761 BOT CHORD ' 10-11=536/1375,9-10=-1211/3437,8-9=-961/2708 WEBS 2-11=-931/394,1-11=641/1940,2-10=851/2500,3-10=-1 046/488,3-9=-1 33/426, 4-9=-646/327,6-8=-1092/3213,5-8=-14941642,5-9=-444/1327 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=28ft;eave=4ft;Cat. Il;Exp B;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)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. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 808 Ib uplift at joint 7 and 778 Ib uplift at joint 12. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-9-12 from the left end to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13) 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 ®WARNING-Verify design parameters and REAO NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.70/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -Mi ig ek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816259 J170741 y G01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:08 2017 Page 2 I D:ZI W SSsce9HLV9 W zl BSyCy4y6UhO-ABw65AKK7uM5ezEsd I KFjbsgll16L9rSfsU5Hty593b LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-6=-54,7-12=-20 Concentrated Loads(lb) Vert:2=-1 02(F)10=-75(F)11=-75(F)3=-1 02(F)13=-102(F)14=-1 02(F)15=-102(F)16=-102(F)18=-102(F)19=-102(F)20=-102(F)21=-102(F)22=-102(F) 23=-102(F)24=-102(F)25-1 09(F)26=-234(F)27=-75(F)28=-75(F)29=-75(F)30=-75(F)31=75(F)32=-75(F)33=-75(F)34=-75(F)35=75(F)36=-75(F)37=-75(F) 38=-78(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -Milek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton 712816260 J170741 G02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:09 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6Uh0-eKUUJW LzuCUyF7p3B?rUFoP3?9RS4hJbtW EfpKy593a L 1-7-8 7-1-8 10-3-0 16-0-1 21-7-7 27-1-0 27-11-p 1-7-8 5-6-0' 3-1-8 5-9-1 5-7-5 5-5-9 10• Scale=1:50.8 4x7= 2x4 11 3x4= 1.5x4 11 5x5= 4 17 18 19 5 6 20 21 7 8 6,00 12 5x5 4x4= = 2 1.5x4 I 1 15 16 m N r N 14 13 12 11 10 9 3x5= 3x5= 3x4= 5x5= 3x10= 3x4= 7-1-810-3-0 16-0-1 21-7-7 27-11-0 7-1-8 3-1-8 5-9-1 5-7-5 6-3-9 Plate Offsets(X Y)-- r2:0-2-8 0-1-13) [4:0-5-4 0-2-01 [7:0-2-8 0-1-131 [11:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:191 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. REACTIONS. (Ib/size) 14=1022/Mechanical,9=1022/0-5-8 Max Horz 14=191(LC 11) Max Uplift 14=-197(LC 12),9=242(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1416/403,3-4=-1395/424,4-5=-1214/407,5-6=-8701318,6-7=-870/318 BOT CHORD 13-14=-319/459,12-13=-547/1439,11-12=-435/1133,10-11=429/1214 WEBS 2-13=-324/1255,3-13=-610/226,3-12=-484/175,4-12=-110/441,2-14=-1016/353, 7-9=-988/418,5-10=-497/171,6-10=-314/164,7-10—317/1094 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-8,Interior(1)4-7-8 to 10-3-0,Extedor(2)10-3-0 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 14 and 242 Ib uplift at joint 9. ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816261 J170741` ' G03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:10 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-6W 2tW sMbfVcptHOFij MjoOxBpZITp3A16AzCMmy593Z 5-1-8 12-3-0 18-8-0 25-1-027-11-0 5-1-B 7-1-8 6-5-0 6-5-0 2-10-0 Scale=1:49.0 4x7= 1.5x4 11 47= 3 16 17 4 18 5 8.00 F12 3x5 6 15 3x8= 4x4= 6 n 1 N 13 14 lC' 12 11 10 19 20 9 21 g 7 1.5x4 11 3x8= 5x5= 3x8= 3x4= 1.5x4 11 5-1-B 12-3-0 18-8-0 25-1-0 27-11-0 5-1-8 7-1-8 6-5-0 6-5-0 2-10-0 Plate Offsets(X Y)-- (3:0-5-4 0-2-41 (5:0-5-4 0-2-01f10:0-2-4,0-3-O1,f11:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 12=1022/Mechanical,7=1022/0-5-8 Max Horz 12=219(LC 11) Max Uplift 12=1 97(LC 12),7=-202(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-977/289,1-2=-1724/437,2-3=-1 305/367,3-4=-906/350,4-5=-906/350, 5-6=-522/228,6-7=-1016/305 BOT CHORD 10-11=-631/1805,9-1O 369/1055,8-9=-1 59/398 WEBS 1-11=-501/1894,2-11=738/272,2-10=-814/277,3-10=-50/479,4-9=-400/186, 5-9=249/825,5-8=-601/261,6-8=-247/835 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=28ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-3-0,Extedor(2) 12-3-0 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 12 and 202 Ib uplift at joint 7. 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 MITEK REFERANCE PAGE MII-7473 rev.101=015 BEFORE USE. � r Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816262 J170741 A G04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:11 2017 Page 1 I D:ZI W SSsce9HLV9WzlBSyCy4y6UhO-aicFkCNDQpkgVRzRIQtyLDUOLzOHYUauLgjmuCy593Y 3-2-2 8-11-0 14-1-0 17-6-8 22-1-8 26-8-8 27-11-Q 3-2-2 5-8-14 5-2-0 3-5-8 4-7-0 4-7-0 1-2-B 5x5= Scale=1:56.7 4 17 4x4= 4x4= 8.00 F12 16 5 3x4= 3x5 1.5x4 11 8 18 19 3 m N y' 3x8= 4x4= 1 I 14 13 12 20 21 11 22 23 10 9 2x4 11 5x5= 4x10= 5x10= 3x10= 1.5x4 11 3-2-2 B-11-0 10-4-5 17-6-8 26-8-8 27-11-Q 3-2-2 5-8-14 1-5-5 7-2-3 9-2-0 1-2-8 Plate Offsets(X Y)-- [11:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.24 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.41 11-12 >803 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 14=1022/Mechanical,9=1022/0-5-8 Max Horz 14=246(LC 11) Max Uplift 14_196(LC 12),9=-203(LC 12) Max Grav 14=1022(LC 1),9=1051(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-959/261,1-2=-2271/564,2-3=-1639/407,3-4=-1706/549,4-5=-1 476/495, 5-6=-1155/348,6-7=-267/144,7-8=-3381176,8-9=-1145/264 BOT CHORD 13-14=-263/304,12-13=-752/2466,11-12=-307/928,10-11=-281/815 WEBS 1-13=-594/2361,2-13=-869/262,4-12=-2861951,4-11=-250/860,.5-11=-949/360, 6-11=-126/659,6-10=-972/301,8-10=-261/1021,3-12 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12BI6263 J170741 , G05 Roof Special 1 1 Job Reference(optional) Manning Building Sultplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:12 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-2vAdxXOfB7SX6bYds8OBtR1ZnMTFH?J1aUSJQfy593X 2-0-0 , 7-8-0 12-10-0 18-0-0 18-3-8 22-5-12 26-8-0 2-0-0 5-8-0 5-2-0 5-2.0 0-3-8 4-2-4 4-2-4 5x5= Scale=1:53.6 4 8.00 F12 16 17 1.5x4 II 4x4 1.5x4 II = _ 3 5 3x4 7 18 19 4.50 12 5x12 m 6 2 n 1 11 10 20 21 9 8 3x6 11 1.5x4 II 5x8= 3x8= 3x4= 2-0-0 7-8-0 18-0-0 78-a-8 26-8-0 2-0-0 5-8-0 10-4-0 0-3-8 8-4-8 Plate Offsets(X,Y)— [1:0-2-12,0-0-21,[10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.40 9-10 >797 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.63 9-10 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=235(LC 11) Max Uplift 1=-189(LC 12),8=194(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-551/136,2-3=-1486/357,3-4=-1537/499,4-5=-1584/512,5-6=-1228/348 BOT CHORD 1-11=-546/1557,10-11=-553/1580,9-10=-275/831,8-9=-2531726 WEBS 4-9=-269/938,4-10=239/863,5-9=-1 067/394,6-9=-1 61/817,6-8=-1096/325, 3-10=-350/224,2-10=-395/189 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;6=45ft;L=27f;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Extedor(2)12-10-0 to 15-10-0,Interior(1)18-3-8 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 6) Provide mechanical connection(by others)of truss to.bearing plate capable of withstanding 189 Ib uplift at joint 1 and 194 Ib uplift at joint 8. ®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 MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a Inrss system.Before use.the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITe ° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816264 J170741 G06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:13 2017 Page 1 ID:ZIW SSsce9HLV9WzIBSyCy4y6UhO-W 5k?BtOTyQ_Okk7gQrwQQeZj?mp_OVJBo8Csy5y593W 2-0-0 7-8-0 12-10-0 18-0-0 119521 26-8-0 2-0-0 5-8-0 5-2-0 5--2-0 1-5-2 7-2-14 5x5= Scale=1:53.6 4 8.00 12 16 17 1.5x4 II 1.5x4 If 3 5 6 4x4= 3x4 11 7 18 19 4.50 12 5x12 N 2 a 1 11 10 20 21 9 8 3x6 11 1.5x4 11 5x8= 3x8= 3x4= 2-0-0 7-8-0 12-10-0 18-0-0 19-5-2 26.8-0 r2-0-0 5-8-0 5-2-0 5 2-0 1-5 2 7-2-14 Plate Offsets(X Y)-- [1:0-2-12,G-0-21,[10:0-4-0,0-3-01 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 0.56 Vert(LL) -0.35 9-10 >913 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.55 9-10 >583 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MSH Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-8 SLIDER Left 2x4 SP No.2 1-10-7 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. REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Harz 1=224(LC11) Max Uplift 1=-190(LC 12),8=-193(LC 12) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-542/137,2-3=-1468/357,3-4=-1520/500,4-5=-1545/504,5-6=-1477/396 BOT CHORD 1-11=-516/1559,10-11=-523/1580,9-10=-244/825,8-9=-384/1331 WEBS 4-9=-266/925,5-9=-255/152,6-8=-1483/385,4-10=-245/848,3-10=-354/226, 2-10=-401/185,6-9=-328/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=-45fh L=27ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 2-0-0,Intedor(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)19-5-2 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 190 Ib uplift at joint 1 and 193 Ib uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a miss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord membefs only.Additional temporary and permanent bracing M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816265 J170741' G07 Roof Special 1 1 � a Job Reference(optional) Manning Building SuRplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:14 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-?H HN MDP5jk6FMui0_ZRfys6wsA8Al_TKi oxQVXy593V 7-8-0 1 8 0 26-8-0-0-0 5-8-0 520 222 5-11-0 6x5= Scale=1:53.6 4 8.00 12 16 17 1.5x4 II 1.5x4 II 3 5 6 4x4= 26 11 7 4.50 F12 5x12 5:- 18 19 2 d? 1 C9> 11 10 20 21 9 8 3x6 11 1.5x4 11 5x8= 3x8= 3x4= 2-0-0 7-8-0 12-10-0 18-0-0 20-9-0 26-8-0 2-0-0 5 8-0 5-2-0 5 2-0 2-9-0 5-11-0 Plate Offsets(X Y)-- (1:0-2-120-0-21 [10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.35 9-10 >913 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.55 9-10 >581 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.04 8 Na n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-MSH Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E 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 WEBS T-Brace: 2x4 SP No.2-6-8 SLIDER Left 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=211(LC 11) Max Uplift 1=-190(LC 12),8=-193(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-540/136,2-3=-1463/354,3-4=-1 515/497,4-5=-1 549/498,5-6=-1474/378 BOT CHORD 1-11=-483/1556,10-11=-490/1577,9-10=209/823,8-9=-401/1421 WEBS 4-9=-260/928,5-9=-273/172,6-8=-1569/412,4-10.244/847,3-10=-354/226, 2-10=-401/185,6-9=336/150 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft B=45ft;L=27ft;eave=4fh Cat. Ii;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)20-9-0 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a 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=I O.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 Ib uplift at joint 1 and 193 Ib uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6117.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816266 J170741 , , ; GOB Roof Special 1 1 ' Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:15 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-TUrmZZQj U2E6z2GCXGyuV3f5baUXUQW UGShzl_y593U 2-0-0 7-8-0 12-10-0 18-0-0 22-9-0 26-8-0 2-0-0 5-8-0 5-2-0 5-2-0 4-9-0 3-11-0 5x5= Scale=1:53.6 4 8.00 F,2 i7 18 1.5x4 II 1.5x4 II 3 5 4.50 FIT 4x4= 3x8= i 5x12-- 2 2 I 19 2 ct 1 a kJ 12 11 21 22 10 9 8 3x6 11 1.5x4 11 5x8= 3x8= 3x8= 1.5x4 11 2-0-0 7-8-0 18-0-0 22-9-0 26-8-0 2-0-0 5-8-0 10-4-0 4-9-0 3-11-0 Plate Offsets(X Y)-- [1:0-2-12,0-0-21,[9:0-3-8,0-1-81,[11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.32 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.54 10-11 >589 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight:158 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=981/0-5-8,8=981/0-5-8 Max Horz 1=192(LC 11) Max Uplift 1=-191(LC 12),8=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-538/135,2-3=-1456/351,3-4=-1509/494,4-5=-1572/503,5-6=-1511/363, 6-7=-1685/421,7-8=-922/259 BOT CHORD 1-12=-429/1555,11-12=-436/1576,10-11=-153/820,9-10=-45411749 WEBS 4-10=268/954,5-10=-331/210,4-11=-242/846,3-11=355/227,6-9=-809/228, 7-9=-454/1831,2-11=-398/186,6-10=-583/198 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--35ft;L=27ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-10-0,Extedor(2)12-10-0 to 15-10-0,Intefior(1)22-9-0 to 26-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1O.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 Ib uplift at joint 1 and 192 Ib uplift at joint 8. ®WARNING-VerUy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing .NOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816267 J170741' s G09 Roof Special 1 1 Job Reference(optional) Manning Puilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:16 2017 Page 1 I D:ZIW SSsce9HLV9W zIBSyCy4y6UhO-xgP8nvRMFLMzbCrP5zT72HBGA_gSDredU6QXZQy593T 2-0-0 7-8-0 12-10-0 18.0.0 23-8-0 26-8.0 2-0-0 5-8-0 5-2-0 5-2-0 5-8-0 3-0-0 5x5= Scale=1:53.2 4 8.00 F12 i9 20 1.5x4 11 1.5x4 11 3 5 4.50 FIT 5x12 6 4x4 2 1 7 Io 11 10 21 22 9 a 3x6 11 1.5x4 11 5x8= 4x10= 1.5x4 II 3x4= 2-0-0 7-8-0 18-0-0 23-8-0 26-8-0 2-0-0 5-8-0 10-4-0 5-8-0 Plate Offsets(X,Y)-- f1:0-2-12,0-0-21,(10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.32 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.53 9-10 >599 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:151 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=987/0-5-8,7=987/0-5-8 Max Horz 1=-158(LC 10) Max Uplift 1=-193(LC 12),7=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-538/135,2-3=-1 461/352,3-4=-1513/496,4-5=-1594/517,5-6=-1546/377, 6-7=-2350/596 BOT CHORD 1-11=-360/1564,10-11 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816268 J170741' ' Hot Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:18 2017 Page 1 1 D:ZI W SSsce9HLV9WzlBSyCy4y6UhO-t3XuCbScnzcggW?nDOVb7iHUDnPlhgBwyOvdely593R 2-0-0 7-0-0 12-10-0 18-8-0 23-8-0 25-8-0 2-0-0 5-0-0 5-10-0 5-10-0 5-0-0 2-0-0 Scale=1:46.6 5x8 NAILED Special = Special NAILED NAILED 1.5x4 II NAILED NAILED 5x8= 8.00 F12 3 19 20 421 22 23 24 5 go 1111 15 fln nn 4.5012 6x6� m 6x6 or 2 6 t7 m iin [In G 15Io 12 12 11 25 26 27 10 28 29 9 30 8 12 8x8 2x4 11 6x6— NAILED NAILED 8x8_ NAILED NAILED 6x6— 2x4 11 8x8— = — — — Special NAILED Special Special Special 2-0-0 7-0-0 12-10-0 18-8-0 23-8-0 25-8-0 2-0 0 5-0-0 5-10-0 5-10-0 5-0-0 2-0-0 Plate Offsets(X,Y)-- [1:Edge,0-4-11],[1:0-7-6,0-0-7],[1:0-0-9,0-0-3],[3:0-5-12,0-2-0],[5:0-5-12,0-2-0],[7:Edge,0-4-11],[7:0-7-6,0-0-7],[7:0-0-9,0-0-3],[9:0-3-0,0-4-0], [10:0-4-0 0-4-81 [11:0-3-0,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.14 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.26 10 >999 180 BCLL 0.0 Rep Stresslncr NO WB 0.27 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:160 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 3-5:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (Ib/size) 1=2192/0-5-8,7=2192/0-5-8 Max Harz 1=-75(LC 23) Max Uplift 1=-689(LC 8),7=689(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3736/1183,2-3=-3758/1248,3-4=-3795/1317,4-5=-3795/1317,5-6=-375811248, 6-7=-3736/1183 BOT CHORD 1-12=-1090/3464,11-12=-1129/3562,10-11=-979/3119,9-10=-970/3119,8-9=-1129/3562, 7-8=-1090/3464 WEBS 2-12=-740/296,2-11=-489/171,3-11=-268/1069,3-10=-310/897,4-10=-734/372, 5-10=-310/897,5-9=-268/1069,6-9=-489/171,6-8=-740/296 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=26ft;eave=oft;Cat. ll;Exp B;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 689 Ib uplift at joint 1 and 689 Ib uplift at joint 7. 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)237 Ib down and 231 Ib up at 7-0-0,and 237 Ib down and 231 Ib up at 18-8-0 on top chord,and 302 Ib down and 122 Ib up at 6-9-14,383 Ib down and 151 Ib up at 7-2-2,and 383 Ib down and 151 Ib up at 18-5-2,and 302 Ib down and 122 Ib up at 18-10-2 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 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-39 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816268 J170741' i H01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:18 2017 Page 2 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-t3XuCbScnzcgq W?nDOVb7i HU Dn Plhg8wyQvdely593R LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3-54,3-5=-54,5-6=-54,6-7=-54,13-16=-20 Concentrated Loads(lb) Vert:3=-114(B)5=-114(B)11=-383(B)10=-75(B)4=-102(B)9=-383(B)19=-102(B)20=-102(B)23=-102(B)24=-102(B)25=-302(B)26=-75(B)27=-75(B)28=-75(B) 29=-75(8)30—302(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use ody with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing NOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816269 J170741 ; 1 H02 Roof Special 1 1 Job Reference(optional) Manning Building Suilpiies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:19 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyGy4y6U hO-LF5GPxTEXGkXSfa_m60gfvphoBplQDm3B4f BAly593Q 2-0-0 9-0-0 16-8-0 23-8-0 25-8-0 2-0-0 7-0-0 7-8-0 7-0-0 2-0-0 5x8 Mi8SHS= Scale=1:45.8 5x5= 3 20 21 22 23 4 8.00 12 19 24 4.50 12 5x12 5x12 5 2 1 6 m Io 191 10 9 25 8 7 3x6 11 1.5x4 11 6x6= 4x10= 1.5x4 II 3x6 II 2-0-0 9-0-0 16-8-0 23-8-0 25-8-0 2-0-0 7-0-0 7-8-0 7-0-0 2-0-0 Plate Offsets(X Y)-- f 1.0-2-12 0-0-2] (3.0-5-12 0-2-0] f4.0-2-8 0-1-13] (6:0-2-12 0-2-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.18 7-8 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 6 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:141 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 BOT CHORD Rigid ceiling directly applied or 9-1-2 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (!b/size) 1=950/0-5-8,6=950/0-5-8 Max Horz 1=-102(LC 10) Max Uplift 1=-185(LC 12),6=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(!b)or less except when shown. TOP CHORD 1-2=-399/113,2-3=-1294/356,3-4=-997/357,4-5=-1 285/354,5-6=-396/114 BOT CHORD 1-10=402/1572,9-10=-413/1573,8-9=-185/1009,7-8=-415/1577,6-7=-404/1578 WEBS 2-9=-588/239,3-9=0/375,4-8=0/376,5-8=-599/238 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=26f;eave=oft;Cat. !I;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 19-8-0,Interior(1)19-8-0 to 23-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 185 Ib uplift at joint 1 and 185 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-Vedly 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 parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,weANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon 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/Romano Res(Hampton 712816270 J170741 ' H03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:20 2017 Page 1 I D:ZI W SSsce9H LV9W zIBSyCy4y6UhO-pRffcHUslasO4pgAKpY3C7Mogb809lzDPkOki By593P 2-0-0 6-6-011-0-0 14-5.0 19-2-0 23-8-0 25-5-0 2-0-0 4-6-0 4-6-0 3-8-0 4-6-0 4-6-0 2-0-0 4x7= Scale=1:49.3 4x4= 4 22 23 24 25 5 8.00 12 21 26 4x4 i 4x4 3 6 co 4.50 12 r 5x12 5x12 2 7 B to 12 11 10 9 3x8 II 3x4= 5x5= 3xS= 3x4= 3x8 I I 2-0-0 11-0-0 14-8-0 23-8-0 25-8-0 J 2-0-0 9-0-0 3-5-0 9-0-0 2-0-0 Plate Offsets(X Y)-- [4:0-5-4,0-2-01,[11:0-2-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.46 9-10 >674 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 8 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:158 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,8=950/0-5-8 Max Horz 1=-131(LC 10) Max Uplift 1=-185(LC 12),8=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1824/405,2-3=-2070/532,3-4=-1109/356,4-5=-854/332,5-6=-1102/354, 6-7=-2074/531,7-8=-1828/403 BOT CHORD 1-12=-361/1679,11-12=-261/1118,10-11=-1 21/852,9-10=-255/1118,B-9=-36611683 WEBS 2-12=-520/226,3-12=-154!790,3-11=-368/187,4-11=-90/375,5-10=-94/376, 6-10=-370/187,6-9=-153/800,7-9=-520/226 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=45111;L=26ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Intefior(1)1-10-4 to 11-0-0,Exterior(2)11-0-0 to 17-8-0,Interior(1)17-8-0 to 23-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 8. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a huss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is To prevent buckling of Individual truss web and/or chord members only.Additional Temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/71311 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton T12816271 J170741 ' H04 Roof Special 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:21 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-HeC i qcV U3u_FhzkMuX311Ku62?YIu9eMeO8H Fdy593O 2-0-0 7.8-0 12-10-0 18-0-0 23-8-0 25-8-0 , 22 5-8-0 5-2-0 5-2-0 5-8-0 2-0-0 5x5= Scale=1:55.0 4 8.00 F12 20 21 1.5x4 11 1.5x4 11 3 5 4.50 F12 5x12 5x12 2 6 7rE 10 11 10 22 23 9 8 3x6 11 1.5x4 II 5x8= 4x10= 3x6 11 1.5x4 11 2-0-07-8-0 18-0-0 23-8-0 25-8-0 , 2-0-0 UN 10-4-0 5-8-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-21 [7:0-2-12,0-2-101,[10:0-4-0,0-3-0) LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in (loc) I/defl Ud .PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.31 9-10 >993 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.51 9-10 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 REACTIONS. (Ib/size) 1=950/0-5-8,7=950/0-5-8 Max Harz 1=-153(LC 10) Max Uplift 1=-185(LC 12),7=-185(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-519/131,2-3=-1396/336,3-4=-1448/480,4-5=-1438/475,5-6=-1392/336, 6-7=-517/131 BOT CHORD 1-11=-357/1504,10-11=-364/1524,9-10=-62/772,8-9=-366/1486,7-8=-360/1476 WEBS 4-9=-239/834,5-9=-353/225,6-9=-401/184,4-10=243/841,3-10=356/228, 2-10=-397/185 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=26ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Intehor(1)2-0-0 to 12-10-0,Exterior(2)12-10-0 to 15-10-0,Interior(1)23-8-0 to 25-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1 and 185 Ib uplift at joint 7. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a miss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual inrss 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,seeANS1/7PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816272 J170741' ; J01 Jack-Partial Girder 2 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:22 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6U hO-mgmP l yV6gB76J7JZSEaXHYRGiOrW dgGW t2trn4y593N 12 12 2-9-15 6-0-12 9-7-1 1-6-12 1-3-4 3-2-13 3.6-5 4 Scale=1:27.0 rn v 5.66 12 C, NAILED 11 5x5 3 NAILED 3.18 12 i0 r a; 4x4% m v 2 NAILED 9 1 12 73x4= 13 14 6 8 4x7 II NAILED NAILED NAILED 5 3x4= 0- -6 2-9-15 9-7-1 a 6 2-9-9 6-9-2 Plate Offsets(X,Y)-- [1:0-0-7,0-1-121,[8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 6-7 >960 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 6-7 >435 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) -0.04 4 n1a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:44 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. REACTIONS. (Ib/size) 8=381/0-7-0,4=81/Mechanical,5=330/Mechanical Max Horz 8=122(LC 8) Max Uplift 8.65(LC 8),4=-43(LC 8),5=-94(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-330/6411-2=-727/109,2-3=-770/155 BOT CHORD 7-8=-202/665,6-7=-129/315 WEBS 3-7=-105/479,3-6=-4021165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 65 ib uplift at joint 8,43 Ib uplift at joint 4 and 94 Ib uplift at joint 5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=4(B)11=-31(B)12=-1(B)13=-20(6)14=-41(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. �� Design valid for use only wlih MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI1TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816273 J170741 ° 41 J02 Jack-Partial Girder 2 1 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:24 2017 Page 1 I D:ZIW SSsce9HLV9W zIBSyCy4y6UhO-iDu9SeXNMpNgZRTxZfc?MzWbpCW H5aZoKMMyryy593L 1-6-12 2-9-156-2-4 9-10-1 1.6-12 1-3-4 3-4-5 3-7-13 4 Scale=1:27.6 5.66 12 NAILED 5x5 G 11 3 NAILED 3.16 F12 10 4x4 2 NAILED 9 1 '1 0 12 73x4= 13 14 6 B 4x7 II NAILED NAILED NAILED 5 3x4= 0- -6 2.9-15 9-10-1 0_90_6 2-9-9 7-0-2 Plate Offsets(X,Y)-- [1:0-0:7_0-1-121,r8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 6-7 >872 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.29 6-7 >395 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/fPI2014 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-7 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. REACTIONS. (Ib/size) 8=392/0-7-0,4=83/Mechanical,5=337/Mechanical Max Horz 8=125(LC 25) Max Uplift 8=-67(LC 8),4=-44(LC 8),5=95(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-342/65,1-2=-760/113,2-3=-806/161 BOT CHORD 7-8=-209/696,6-7=-134/327 WEBS 3-7=-108/501,3-6=-4151170 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 8,44 Ib uplift at joint 4 and 95 Ib uplift at joint 5. 7)"NAILED"indicates 3-1 Did(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-4(F)11=-31(F)12=-1(F)13=-20(F)14=-41(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mit-7473 rev.10/0312015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �/g building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek'ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816274 J170741 , J03 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:25 2017 Page 1 I D:ZI W SSsce9H LV9 W zIBSyCy4y6UhO-APSYg_Y?76VhAal77M7EvA3uQc1 fg34yZ06V0Oy593K 1-0-0 1-0-0 4.50 F12 Scale=1:8.4 2 1 r 0 d 0 I 3 4 3x6 11 1-0- 1-0-00 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:4 lb 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. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=20(LC 12) Max Uplift 2=13(LC 12),3=-3(LC 12) Max Grav 4=31(LC:1),2=22(LC 1),3=16(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 Ib uplift at joint 2 and 3 Ib uplift at joint 3. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with NIITekO connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Addilional temporary and permanent bracing NW Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS]Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816275 J170741 ; i J03A Corner Jack 1 1 Job Reference(optional) Manning$wilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:25 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-APSYg_Y?76VhAa177M7EvA3uSclfg34yZO6VOOy593K 0-99 0- -8 -8 4.50 F12 Scale=1:8.4 2 1 � o rn 0 r 3 4 3x8 II 0-9-8 0-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rita n/a BCDL 10.0 Code FBC2017ITP12014 Matfix-MR Weight:3lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=23/0-3-8,2=17/Mechanical,3=7/Mechanical Max Horz 4=20(LC 12) Max Uplift 2=-13(LC 12),3 Job Truss Truss Type Ory Ply Riverside Homes/Romano Res(Hampton 712816276 J170741 + : J03B Corner Jack 1 1 Job Reference(optional) Manning Suilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:26 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-ebOwtKYduOdYokcKg4eTSOc3CONuZVJ5ogr2wry593J 0-7-8 0-7-8 4.50 F12 Scale=1:8.4 2 1 r 0 1. o I � 3 4 3x8 II 0-7-8 0-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP]2014 Matrix-MR Weight:3lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-7-8 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=17/0-3-8,2=13/Mechanical,3=5/Mechanical Max Horz 4=19(LC 12) Max Uplift 4=-3(LC 10),2=-1 2(LC 12),3=-8(LC 12) Max Grav 4=19(LC 19),2=14(LC 17),3=11(LC 10) 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--15ft;L=24ft;eave=4ft;Cat. Il;Exp B;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 3 Ib uplift at joint 4,12 Ib uplift at joint 2 and 8 Ib uplift at joint 3. ®WARNING-Verity 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 MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing •Mftk" Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erecfion and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712916277 J170741� , J04 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 152017 MiTek Industries,Inc. Tue Dec 26 08:20:27 2017 Pagel ID:ZI W SSsce9HLV9Wzl BSyCy4y6UhO-6nal5gZFfjlPQuBW EnAi_b8DgPhzlyTFOKbcSHy5931 2-0-03-0.0 2-0-0 1-0-0 8.00 Fl2 Scale=1:13.7 3 4x4 4.50 12 2 m 1 O N W d Ll 5 4 1.5x4 II 6 3x6 11 2-0-0 3-0-0 r 2-0-0 1-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 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 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=103/0-5-8,3=60/Mechanical,4=43/Mechanical Max Harz 6=49(LC 12) Max Uplift 6=-4(LC 12),3=26(LC 12),4=-10(LC 12) FORCES- (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B--45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 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 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 4 Ib uplift at joint 6,26 Ib uplift at joint 3 and 10 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify The applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M.!Tek7 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton • . T12816278 J170741 • , J04A Corner Jack 1 1 Job Reference(optional) Manning Suilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:27 2017 Page 1 ID:ZIWSSsce9HLV9W zIBSyCy4y6UhO-6na15gZFfjlPQuBW EnAi_b8DvPhelyU FOKbcSHy5931 1-9-8 2-9-8 1-58 1-0-0 8.00 F12 Scale=1:13.7 3 4.50 F12 4x4 2 I m 1 o cu o� 5 4 1.5x4 li I 6 3x8 11 1-9-8 2-9-8 1-9-8 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:11 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=96/0-3-8,3=56/Mechanical,4=40/Mechanical Max Horz 6=48(LC 12) Max Uplift 6=-1(LC 12),3—27(LC 12),4=-9(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 2-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 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 1 Ib uplift at joint 6,27 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekg connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPII Quality Crilerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816279 J170741 f F J04B Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:28 2017 Page 1 ID:ZIW SSsce9HLV9W7JBSyCy4y6UhO-a_8glOatQ1tG12mioVhxxphOgpl W 1 PkOF_K9_jy593H 1-7-8 2'7'8 J 1-7-8 1-0-0 8.00 12 Scale=1:13.7 3 4.50 12 4x4 2 m 1 O N t Li 5 4 1.5x4 II 6 3x8 II 1-7-8 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=89/0-3-8,3=53/Mechanical,4=36/Mechanical Max Harz 6=48(LC 12) Max Uplift 3=-27(LC 12),4=91[!-C 12) Max Grav 6=89(LC 1),3=53(LC 17),4=36(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=O.l8;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-7-8,Interjor(1)1-7-8 to 2-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERA NCE PAGE MO-7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p/� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi i4 e'k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816280 J170741� i j J05 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:29 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-2Ah2VLbVBL?7fCLvMCCA30EW aDKOmssXUe4jXAy593G 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:21.1 3 8.00 52 4.50 F12 5x5 Cl) O N 2 O M 1 Li 5 6 3x6 11 1.5x4 11 4 2-0-0 5-0-0 22 0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 4-5 >947 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=177/0-5-8,3=108/Mechanical,4=70/Mechanical Max Harz 6=87(LC 12) Max Uplift 6=-5(LC 12),3=-55(LC 12),4=-B(LC 12) Max Grav 6=177(LC 1),3=108(LC 17),4=82(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed 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 5 Ib uplift at joint 6,55 Ib uplift at joint 3 and 8 Ib uplift at joint 4. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a tn�system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'Mi dT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816281 J170741 i J05A Jack-Open 1 11 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:29 2017 Page 1 I D:ZI W SSsce9H LV9W zIBSyCy4y6U hO-2Ah2V LbV BL?7fCLvMCCA30EXV D L7msuXUe4jXAy593G 1-9-8 4-5-2 1-9-8 2-7-10 Scale=1:19.1 3 8.00F12 4.50 F12 5x5 a 2 N M m N 1 m�m _ 51 1 1 5 4 1.5x4 II 6 3x8 11 1-9-B 4-5-2 1-9-8 2-7-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 3 n1a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=156/0-3-8,3=95/Mechanical,4=61/Mechanical Max Harz 6=80(LC 12) Max Uplift 6=-2(LC 12),3=-50(LC 12),4=-9(LC 12) Max Grav 6=156(LC 1),3=96(LC 17),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 4-4-6 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 2 Ib uplift at joint 6,50 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WNW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate inslitute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton T12816282 J170741 t , J06 Jack-Open 5 1 Job Reference(optional) Manning wilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:30 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-XM FRjhcBye7_HMw5vwj PcEmdidbzVJxhi HpG3cy593F 2-0-0 7-0-0 2-0-0 5-0-0 Scale=1:28.1 3 8.00 F,2 m 4.50 FIT 6x6 a 7 a 2 1 T V3 El 5 6 1.5x4 II 4 3x6 11 2-0-0 7-0-0 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 4-5 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 4-5 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=251/0-5-8,3=156/Mechanical,4=95/Mechanical Max Horz 6=126(LC 12) Max Uplift 6=7(LC 12),3=-84(LC 12),4=-7(LC 12) Max Grav 6=251(LC 1),3=158(LC 17),4=120(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 6,84 Ib uplift at joint 3 and 7 Ib uplift at joint 4. ®wARNiNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0.7473 rev,10/03/2015 BEFORE USE �- Design valid for use only vAth MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall p�T building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addiilonal temporary and permanent bracing 1'g�L' eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Riverside Homes/Romano Res(Hampton J170741 i J07 Jack-Partial Girder 1 1 712816283 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:31 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-?Zppw1cmjyFquVVHTdEe9RJtE1s4EmlgxxZpb2y593E 1-4-152-6-6 4-2-10 6-2-6 , 1-4-15 1-1-7 1-8-4 1-11-12 Scale=1:19.7 3 5.66 12 rn 10 NAILED 9 3.18 F12 4x4 m 2 N NAILED dr m B N 1 Ll Ll 10 11 5 NAILED 65x4 11 NAILED 3x4= 7 3x8 11 4 2-6-6 6-2-6 2-6-6 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.13 5-6 >571 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.24 5-6 >297 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) -0.17 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:26 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS. (Ib/size) 7=229/0-4-8,3=98/Mechanical,4=136/Mechanical. Max Harz 7=80(LC 8) Max Uplift 7=39(LC 4),3=-48(LC 8),4=-27(LC 8) Max Grav 7=229(LC 1),3=98(LC 1),4=140(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 7,48 Ib uplift at joint 3 and 27 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25°)toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-2(B)10=-1(B)11=-1 8(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 6Yin��Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816284 J170741 i. ; J08 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:32 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-TIN BBNdOUGNhW f4U 1 Llthfs2ZQFnzDa_Abl N7Uy593D 1-3-9 2-3-9 3.10-5 5-8-9 1-3-9 1-0-1 1.6-12 1-10-4 Scale=1:19.1 3 5.66 F12 NAILED 9 3.18 F12 4x4 2 NAILED 8 1 10 6 11 5 4 NAILED 1.5x4 II NAILED 3x4= 7 3x8 I I 0- -62-3-9 5-8-9 0 6 2-3-3 3-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.09 5-6 >753 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.17 5-6 >389 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.12 3 rita n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-MP Weight:25 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 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. REACTIONS. (Ib/size) 7=210/0-4-3,3=91/Mechanical,4=124/Mechanical Max Horz 7=76(LC 8) Max Uplift 7=38(LC 4),3=-45(LC 8),4=-27(LC 6) Max Grav 7=210(LC 1),3=91(LC 1),4=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 Ib uplift at joint 7,45 Ib uplift at joint 3 and 27 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-1(F)10=-0(F)11=-1 6(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI17473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual Wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �.��" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton * T12816285 J170741 i J09 Jack-Open 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:32 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-TINBBNd0UGNhWf4U1 Llthfs?JQKuzDT_AbIN7Uy593D 1-7-8 6-1-0 1-7-8 4-5-8 Scale=1:26.3 3 8.00 12 4.50 12 T ur 5x5 o v v 2 1 5 6 1.5x4 11 4 3x8 11 1:7-86-1-0 1-7-8 1 4-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.08 4-5 >916 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 4-5 >530 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.02 3 n1a n/a BGDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=217/0-3-8,3=136/Mechanical,4=81/Mechanical Max Horz 6=114(LC 12) Max Uplift 6=-1(LC;12),3=-76(LC 12),4=-8(LC 12) Max Grav 6=217(LC 1),3=139(LC 17),4=105(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-7-8,Interior(1)1-7-8 to 6-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-G 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 1 Ib uplift at joint 6,76 Ib uplift at joint 3 and 8 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Be building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing --M;Til' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816286 J170741 i > J10 Jack-Open 1 1 Job Reference(optional) Manning tuilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:33 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-x)cxZLjeOEZVY8pfgb2H6EsOA3gf7igi7PF2wgxy593C 1-7-8 6-1-0 1-77 8 4-5-8 Scale=1:26.3 3 8.00 F12 4.50 F12 d T 5x5 o v v 2 1 5 6 1.5x4 II 4 3x8 11 1-7-8 6-1-0 1-7-8 4-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.08 4-5 >916 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 4-5 >530 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.02 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 lb Fr=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=217/0-3-8,3=136/Mechanical,4=81/Mechanical Max Horz 6=114(LC 12) Max Uplift 6=-1(LC 12),3=-76(LC 12),4=-B(LC 12) Max Grav 6=217(LC 1),3=139(LC 17),4=105(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.-Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-7-8,Interior(1)1-7-8 to 6-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 1 Ib uplift at joint 6,76 Ib uplift at joint 3 and 8 Ib uplift at joint 4. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall p��4 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 6T/AiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816287 J170741 i J11 Jack-Open 2 1 Job Reference(optional) Manning Suilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:33 2017 Page 1 I D:ZI W SSsce9HLV9WzlBSyCy4y6UhO-xxxZLjeOEZVY8pfgb2H6EsOGvg15ig27PF2wgxy593C 2-0-0 2-0-0 Scale=1:10.3 4.50 FIT 2 1 m N m 4 3 3x6 [I 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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. REACTIONS. (Ib/size) 4=68/0-5-8,2=47/Mechanical,3=21/Mechanical Max Horz 4=31(LC 12) Max Uplift 4=3(LC 12),2=-23(LC 12),3=-1(LC 12) Max Grav 4=68(LC 1),2=47(LC 1),3=35(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. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 Ib uplift at joint 4,23 Ib uplift at joint 2 and 1 Ib uplift at joint 3. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mew 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/TPI11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816288 J170741 s i J12 Jack-Open 3 1 Job Reference(optional) Manning Suilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:34 2017 Page 1 I D:ZIWSSsce9HLV9W zIBSyCy4y6UhO-P8VxZ3fe?tdPlzDsBloLm4xPTE2PR78HdvnTCNy593B 2-0-0 4-4-0 2-0-0 2-4-0 Scale=1:18.1 3 8.00 12 4.50 F12 5x5 2 °D 0 a m r N 1 . I 5 4 1.5x4 II 6 3x6 II 2-0-0 4-4-0_ 2-0 0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 nta n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0,-0 oc bracing. REACTIONS, (Ib/size) 6=153/0-5-8,3=91/Mechanical,4=61/Mechanical Max Harz 6=74(LC 12) Max Uplift 6=-5(LC 12),3=-46(LC 12),4=-9(LC 12) Max Grav 6=153(LC 1),3=91(LC 17),4=69(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-3-4 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)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 5 Ib uplift at joint 6,46 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 verity the applicability of design parameters and properly incorporate this design into the overall Welk' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse wtlh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton J1707410 � ' , J13 Jack-Partial Girder 2 1 712816289 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:35 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-tK3KmPfGmBIGN7o2iTJaJHUaVeEi AaJQsZXI kpy593A 1-6-12 1-6.1 2-9-15 4-2-2 5-9-13 2 1-3-4 1-4-3 1-7-11 Scale=1:17.2 5.66 12 3 NAILED 9 3.18 52 4x4 2 NAILED 8 1 I 10 6 11 5 4 NAILED 1.5x4 II NAILED 3x4= 7 3x6 11 0- -6 2-9-15 5-9-13 0- -6 2-9-9 2-11-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.10 6 >656 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.19 5-6 >345 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.16 3 We. n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=215/0-7-0,3=81/Mechanical,4=145/Mechanical Max Horz 7=71(LC 8) Max Uplift 7=-37(LC 4),3=-39(LC 8),4=-33(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 Ib uplift at joint 7,39 Ib uplift at joint 3 and$3 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Llve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-4(B)10=-1(B)11=20(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03)2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton J170741' it A J14 Jack-Partial Girder 2 1 Job Reference(optional) 712616290 Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:36 2017 Page 1 ID:ZI W SSsce9HLV9WzIBSyCy4y6UhO-LWcizlguXUt7?HNFGAgpsVOjm2Z8v1 YZSDGaGGy5939 1-6-12 2-9-15 4-3-10 6-0-13 1-6-12 1-3-4 1-5-11 Scale=1:17.7 3 5.66 F12 rn I0 NAILED 9 3.18 F12 4x4 2 N NAILED o m m 8 N �J 1 10 6 11 5 4 NAILED 1.5x4 II NAILED 3x4= 7 3x6 11 0- -6 2-9-15 6-0-13 0_901 2-9-9 3-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.12 5-6 >577 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.23 5-6 >304 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.18 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:251b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. REACTIONS. (Ib/size) 7=225/0-7-0,3=88/Mechanical,4=147/Mechanical Max Horz 7=74(LC 8) Max Uplift 7=-38(LC 4),3—42(LC 8),4=-31(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL--1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 Ib uplift at joint 7,42 Ib uplift at joint 3 and 31 Ib uplift at joint 4. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-4(B)10=-1(B)11=-20(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MO-7473 rev.10/0312015 BEFORE USE �� 9Vd�' 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 applicablllty of design parameters and properly Incorporate fills design Into the overall p��y building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addllfonal temporary and permanent bracing •� eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job . Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816291 J170741J15 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:36 2017 Page 1 ID:ZIW SSsce9HLV9W zIBSyCy4y6UhO-LW cizlguXUt7?HNFGAgpsV01X2mSv1 oZ5DGaGGy5939 2-6-3 2-6-3 3.18 F12 2 Scale=1:9.8 NAILED r 5 1 Cr m a m 0 iH H 4 6NAILED 3 3x6 I I 2-6-3 2-5-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-3 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. REACTIONS. (Ib/size) 2=59/Mechanical,4=86/0-7-0,3=27/Mechanical Max Horz 4=28(LC 8) Max Uplift 2=-26(LC 4),4=-15(LC 4),3=-1(LC 8) Max Grav 2=59(LC 1),4=86(LC 1),3=43(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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. Il;Exp B;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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 Ib uplift at joint 2,15 Ib uplift at joint 4 and 1 Ib uplift at joint 3. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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(pit) Vert:1-2=-54,3-4=20 Concentrated Loads(lb) Vert:6=-1(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additbnal 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,seeANS1/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816292 J170741 r J16 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:37 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-pjA4B5hXlo0_cQyRquL2OiZwzR6SeU2jJtOBpiy5938 1-4-10 2-9-3 1-4-10 1-4-10 Scale=1:10.2 3.18 F12 2 NAILED 5 1 0 1 o 1 6 3 NAILED 4 3x6 11 2-9-3 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MR Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=95/0-7-0,2=65/Mechanical,3=30/Mechanical Max Harz 4=30(LC 8) Max Uplift 4=1 7(LC 4),2=29(LC 4),3=-1(LC 8) Max Grav 4=95(LC 1),2=65(LC 1),3=48(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;eaveeft;Cat. ll;Exp B;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 17 Ib uplift at joint 4,29 Ib uplift at joint 2 and 1 Ib uplift at joint 3. 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(pit) Vert:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:6=-1(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UR-7473 rev.10/032015 BEFORE USE. Design valid for use only With MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate flits 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 WiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.dellvery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component_ 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job TJ17ss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton • J170741 , Jack-Partial Girder 2 1 T72816293 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:38 2017 Page 1 I D:ZI W SSsce9H LV9W zIBSyCy4y6UhO-IvkSOQi9368rEaXdNbsHxw6_HrIZNv1 sYXIhL8y5937 1-6-12 2-9-15 6-2-4 I 9-10-1 1-6-12 1-3-4 3-4-5 3-7-13 4 Scale=1:27.6 rn 5.66 F12 Io NAILED 5x5 11 3 NAILED r v o, 3.18 FIT 10 4x4 v `� a NAILED 2 9 1 12 73x4= 13 14 6 8 4x7 II NAILED NAILED NAILED 5 3x4= 0- -6 2-9-15 9-10-1 0-6-6-2-9-9 7-0-2 Plate Offsets(X,Y)-- [1:0-0-7,0-1-121,[8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 6-7 >872 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.29 6-7 >395 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:45 Ib IFT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-7 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. REACTIONS. (ib/size) 8=392/0-7-0,4=83/Mechanical,5=337/Mechanical Max Harz 8=125(LC 25) Max Uplift 8=-67(LC 8),4=-44(LC 8),5=-95(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-342/65,1-2=-76D/113,2-3=-806/161 BOT CHORD 7-8=-209/696,6-7=-134/327 WEBS 3-7=-108/501,3-6=-415/170 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 B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL--1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 8,44 Ib uplift at joint 4 and 95 ib uplift at joint 5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=-4(F)11=-31(F)12=-1(F)13=-20(F)14=-41(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mli-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTekm connectors.This design is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer must verify the appllcablilly of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton J170741 ,; � J18 Jack-Partial Girder 2 1 T12816294 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:39 2017 Page 1 ID:ZIW SSsce9HLV9WzlBSyCy4y6UhO-m5lgcmingPGisk6gxJNWT7eAPFfV6MTOnBVEtay5936 1-6-12 2-9-15 6-0-12 9-7-1 1-6-12 1-3-4 3-2-13 3-6-5 4 Scale=1:27.0 5.66 12 NAILED 11 5x5 3 NAILED 3.18 FIT 10 4x4 2 NAILED 9 1 12 73x4= 13 14 6 8 4x7 II NAILED NAILED NAILED 5 3x4= 0- -6 2-9-15 9-7-1 0-90-6 2-9-9 6-9-2 Plate Offsets(X,Y)— 11:0-0-7,0-1-121,(8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 6-7 >960 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 6-7 >435 180 BCLL 0.0 Rep Stress Incr NO W13 0.13 Horz(CT) -0.04 4 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:44 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=381/0-7-0,4=81/Mechanical,5=330/Mechanical Max Horz 8=122(LC 25) Max Uplift 8.65(LC 8),4=-43(LC 8),5=94(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-330/64,1-2=-727/109,2-3=-770/155 BOT CHORD 7-8=-202/665,6-7=-129/315 WEBS 3-7=-105/479,3-6=-402/165 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 B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL--1.60 3)This tn)ss 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 beating plate capable of withstanding 65 Ib uplift at joint 8,43 Ib uplift at joint 4 and 94 Ib uplift at joint 5. 7)"NAILED"Indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=4(B)11=-31(B)12=-1(B)13=-20(B)14=-41(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based oNy upon parameters shown,and Is for an Individual building component,not a miss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p�T 1' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WIT-W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/rPll Quality Criteria,DSB-89 and BCSI Bultding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816295 J170741� p y J19 Corner Jack 8 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:39 2017 Page 1 I D:ZI W SSsce9HLV9 W zIBSyCy4y6UhO-m5lgcmi nq PGisk6gxJN W T7eHuFpx6OXOnBVEtay5936 1-0-0 1-0-0 4.50F1_2 Scale=1:8.4 2 1 / N - W O >< 3 4 3x6 11 t-0- 1-0-o0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 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 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. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Harz 4=20(LC 12) Max Uplift 2=-13(LC 12),3=-3(LC 12) Max Grav 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(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=24f;eave=oft Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and fight exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 Ib uplift at joint 2 and 3 Ib uplift at joint 3. ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE �- Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WWW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816296 J170741• ! ! J19A Corner Jack 4 1 Job Reference(optional) Manning 13uilding Supplies, Jacksonville,FL 8.130 s Sep 152017 MiTek Industries,Inc. Tue Dec 26 08:20:40 2017 Pagel ID:ZIW SSsce9HLV9WzIBSyCy4y6UhO-EIsDp6jPbjOZTuhOVOvIOLBSgf8Arrn90rEoP1y5935 0-9-0 0-9-0 4.50 Fl2 Scale=1:8.4 2 1 r i o d) 6 r 3 4 3x8 11 0-9-0 o-s-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix-MR Weight:3lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-0 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. REACTIONS. (Ib/size) 4=22/0-3-8,2=16/Mechanical,3=6/Mechanical Max Horz 4=20(LC 12) Max Uplift 4=-1(LC 8),2=-1 2(LC 12),3=-6(LC 12) Max Grav 4=22(LC 1),2=16(LC 1),3=11(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=45fh L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and fight 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 1 Ib uplift at joint 4,12 Ib uplift at joint 2 and 6 Ib uplift at joint 3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall yy building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricafion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816297 J170741� ► r. J20 Corner Jack B 1 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:41 2017 Page 1 I D:ZI W SSsce9 HLV9W zI BSyCy4y6UhO-i UQb 1 Sk1 M 1 W Q52GC3jQ_YYkc83TFalxJEV_LyTy5934 2-0-0 3-0-0 2-0-0 1-0-0 8.00 12 Scale=1:13.7 3 4x4 4.50 12 2 m 1 o N 7 LJ 1 1 _ 5 4 1.5x4 11 6 3x6 11 2-0-0 3-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 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 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=103/0-5-8,3=60/Mechanical,4=43/Mechanical Max Horz 6=49(LC 12) Max Uplift 6=-4(LC 12),3=-26(LO 12),4=-10(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eaveJ#h Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 Ib uplift at joint 6,26 Ib uplift at joint 3 and 10 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� 1, building design. Bracing Indicated Is to prevent buckling of Individual Iruss web and/or chord members only.Additional temporary curd permanent bracing Mi iT efi' Is always required for stability and to prevent collapse with posdbie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCS1 Buliding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816298 J170741� i J20A Corner Jack 2 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:41 2017 Page 1 ID:ZI WSSsce9HLV9W z]BSyCy4y6UhO-iUQbi Skl M1 W Q52GC3jQ_WkcQ3TSa]yJEV_LyTy5934 1-9-0 2.9.0 1-9.0 1-0-0 8.00 12 Scale=1:13.7 3 4.50 F12 4x4 2 m 1 O N 7 O , Ll 5 4 1.5x4 11 6 3x8 11 1-9.0 2-9-0 1-9-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=94/0-3-8,3=55/Mechanical,4=39/Mechanical Max Harz 6=48(LC 12) Max Uplift 6=-1(LC 12),3=-27(LC 12),4=-9(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Inter]or(1)1-9-0 to 2-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 1 Ib uplift at joint 6,27 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MlTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek` 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/TP11 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton T12816299 J170741� . x J21 Corner Jack 4 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:42 2017 Page 1 I D:ZI W SSsce9H LV9 W zl BSyCy4y6UhO-Ag_zEolf7KeHjCrPcRxD5mGkISm3J14ST9jvUvy5933 2-0-0 5.0-0 2-0-0 3-0-0 Scale=1:21.1 3 8.00 12 4.50 Fi2 5x5 m 2 0 n 0 m 1 5 6 3x6 11 1.5x4 11 4 2-0-0 5-0-0 2-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 4-5 >947 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 nta n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=177/0-5-8,3=108/Mechanical,4=70/Mechanical Max Horz 6=87(LC 12) Max Uplift 6=5(LC 12),3=-55(LC 12),4=8(LC 12) Max Grav 6=177(LC 1),3=108(LC 17),4=82(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 6,55 lb uplift at joint 3 and 8 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1110-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p�� 1, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 'MiT ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty, Ply Riverside Homes/Romano Res(Hampton J170741' � � ,, J21A Jack-Open 2 1 712816300 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:43 2017 Page 1 I D:ZI W SSsce9HLVg W zl BSyCy4y6UhO-esYLR8mHuem7KLPbABSSezpyls9f2CRbipTSOMy5932 1-9-0 2-11-7 1-9-0 1-2-7 8.00 F12 Scale=1:14.4 3 4.50� 44 T 2 i r I? i a cu LlO 54 1.5x4 II 6 3x8 II 1.9.0 2-11-7 1-9-0 1-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, bOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=102/0-3-8,3=60/Mechanical,4=42/Mechanical Max Horz 6=52(LC 12) Max Uplift 6=-1(LC 12),3=-30(LC 12),4=-9(LC 12) Max Grav 6=102(LC 1),3=60(LC 1),4=42(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Intefior(1)1-9-0 to 2-10-11 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 1 Ib uplift at joint 6,30 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MI-Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inks systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside Homes/Romano Res(Hampton 712816301 J170741' , ; J21 Jack-Open 2 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130s Sep 152017 MiTek Industries,Inc. Tue Dec 26 08:20:43 2017 Pagel I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-esYLR8mHuem7KLPbABSSezptysl t2CEbipTSOMy5932 1-9-0 4-11-7 1-2 3-2-7 4x4= Scale=1:23.1 3 q 8.00 12 4.50,� 5x5 172 1 K j 7 6 B 1.5x4 11 1.5x4 11 5 3x8 11 1-9-0 4-11-7 6-9-0 1-9-0 3-2-7 1-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.13 6-7 >584 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.25 6-7 >318 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:28 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 6-0-0 oc bracing. REACTIONS. (Ib/size) 8=242/0-3-8,4=92/Mechanicai,5=150/Mechanical Max Horz 8=92(LC 12) Max Uplift 8=-23(LC 12),4=-32(LC 9),5=44(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live.loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Interior(1)1-9-0 to 4-11-7,Exterior(2)4-11-7 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 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 8,32 Ib uplift at joint 4 and 44 Ib uplift at joint 5. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 Truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 4 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 81d t��I-Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816302 J170741. , J22 Jack-Open 21 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:44 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-635jfUmwfyu_yV_nkszhABLOAGNFnePIwTC?Zoy5931 2-0-0 7-0-0 2-0-0 5-0-0 3 Scale=1:28.1 6.00 Fi2 1 4.50 12 d, 6x6 q 7 v 2 1 5 6 1.5x4 11 4 34 II 2-0-0 7-0-0 22 0-0 1 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 4-5 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 4-5 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MP Weight:25 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=251/0-5-8,3=156/Mechanicaf,4=95/Mechanical Max Horz 6=126(LC 12) Max Uplift 6=-7(LC 12),3=-84(LC 12),4=7(LC 12) Max Grav 6=251(LC 1),3=158(LC 17),4=120(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantileverleft 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 7 Ib uplift at joint 6,84 Ib uplift at joint 3 and 7 Ib uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing -MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816303 J170741' a . J23 Jack-Open 5 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:45 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-aFf6sgnYQFOrafZzlZUwjOuBRgkM W 5eu97yZ5Ey5930 1-9-0 6-9-0 1-9-0 5-0-0 Scale=1:28.1 3 8.00 F12 4.50 112 4x7% 7 2 IL-A Li 1 1 5 6 1.5x4 II 4 3x8 11 0 6-9-0 1-9- �' 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.11 4-5 >690 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.20 4-5 >384 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.02 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=242/0-3-8,3=152/Mechanicaf,4=90/Mechanical Max Horz 6=125(LC 12) Max Uplift 6=-4(LC 12),3=-83(LC 12),4=-B(LC 12) Max Grav 6=242(LC 1),3=154(LC 17),4=117(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. If;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-0,Interior(1)1-9-0 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 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 4 Ib uplift at joint 6,83 Ib uplift at joint 3 and 8 Ib uplift at joint 4. A WARNING-Verity design parameters and READ MOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITW 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 inns systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply. Riverside Homes/Romano Res(Hampton T12816304 J170741 ► J24 Jack-Open 5 1 Job Reference(optional) Manning tuilding Supplies, Jacksonville,FL 8.130 s Sep 152017 MiTek Industries,Inc. Tue Dec 26 08:20:45 2017 Pagel I D:ZI W SSsce9H LV9W zi BSyCy4y6UhO-aFf6sgnYQFOrafZzlZUwjOuHBgpZW 5uu97yZ5Ey5930 2-0-04-0-0 2-0-0 2.0-0 Scale=1:17.0 3 8.00 F12 4.50 Fl2 4x4 2 1 Cr I 5 4 1.5x4 II 6 3x6 II 2-0-0 4-0-0 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:151b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=140/0-5-8,3=83/Mechanical,4=57/Mechanical Max Horz 6=68(LC 12) Max Uplift 6=5(LC 12),3=-41(LC 12),4=-9(LC 12) Max Grav 6=140(LC 1),3=83(LC 1),4=62(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;cantileverleft 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 5 Ib uplift at joint 6,41 Ib uplift at joint 3 and 9 Ib uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816305 J170741 s J25 Jack-Partial Girder 2 1 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:46 2017 Page 1 ID:ZIWSSsce9HLV9WzIBSyCy4y6UhO-3RDU49oABZBiBp8ArH?9FcRR448aFY920nh6dhy593? 1-4-10 2-5-11 3-1-13 4-1-6 1-4-10 1-1-2 0-8-1 0-11-9 5.66 F12 NAILED Scale=1:14.1 3 5x5 3.18 12 2 NAILED 7 1 n 8 5 4 NAILED 1.5x4 11 6 3x8 11 NAILED A0- -6 2-5-11 4-1-6 0 -6 2-5-5 1-7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x4 SP Not except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=145/0-4-3,3=97/Mechanical,4=83/Mechanical Max Horz 6=52(LC 8) Max Uplift 6=-24(LC 4),3=-44(LC 8),4=-24(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 6,44 Ib uplift at joint 3 and 24 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3')or 2-12d(0.148"x325')toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:3=-13(B)4=-23(B)8=-O(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid for use only v.4th MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a 1fUS5 system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing .MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSIM1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816306 J170741 J26 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building SEpplies, Jacksonville,FL 8.130 s Sep 152017 MiTek Industries,Inc. Tue'Dec 26 08:20:47 2017 Pagel I D:ZIWSSsce9HLV9W zIBSyCy4y6UhO-XensHVpoxtGZpzjMP_XOopzc9TVK_?PBdRRg97y593_ 1-4-10 2-5-11 3-0-5 3-10-6 1-4-10 1-1-2 0-6-9 0-10-1 5.66 Fl2 Scale=1:13.5 3 rn 4x4% v 0 3.18 F12 2 NAILED 7 1 N 8 5 4 NAILED 1.5x4 11 6 3x8 I I 0- -6 2-5-11 3-10-6 00-0-1 2-5-5 1-4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matfix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=136/0-4-3,3=79/Mechanical,4=57/Mechanical Max Horz 6=49(LC 25) Max Uplift 6=-24(LC 4),3=-30(LC 8),4=-11(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 6,30 Ib uplift at joint 3 and 11 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(lb) Vert:8=-O(B) ®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 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 r�1�T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M1 Te k" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romano Res(Hampton T12816307 J170741 + . J27 Jack-Partial Girder 2 1 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:48 2017 Page 1 ID:ZI W SSsce9HLV9 W zl BSyCy4y6UhO-?gLEVrpQiAOQR71Yzi2dL1 W oZth4jSXKr5ADhZy592z 1-6-12 2-9-15 4-0-13 5-7-2 1-6-12 1-3-4 1-2-14 1-6-6 Scale=1:17.2 5.66 F12 3 NAILED 9 3.18 F12 4x4 2 n NAILED yCP B N N 1 10 6 11 5 4 NAILED 1.5x4 II NAILED 3x4= 7 3x6 11 0- -6 2-9-15 5-7-2 0 6 2-9-9 2-9-3 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) -0.09 6 >742 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.17 6 >389 180 BCLL 0.0 Rep Stress]nor NO WB 0.02 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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. REACTIONS. (Ib/size) 7=206/0-7-0,3=76/Mechanical,4=143/Mechanical Max Horz 7=68(LC 8) Max Uplift 7=-36(LC 4),3=-36(LC 8),4=34(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 7,36 Ib uplift at joint 3 and 34 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-5(F)10=-1(F)11=-20(F) ®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 M]Tek®connectors.This design Is based only upon parameters shown,and Is for on Individual building component,nsun ot a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street;Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816308 J170741 J28 Jack-Partial Girder 2 1 Job Reference(optional) ManningBuilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:48 2017 Page 1 I D:ZI W SSsce9HLV9W zl BSyCy4y6UhO-?q LEVrpQiAOQR71Yzi2dL1 W omti Bj SYKr5ADhZy592z 1-6-12 2-9-15 3-11-5 5-4-2 1-6-12 1-3-4 1-1-6 1-4-14 Scale=1:16.7 5.66 F12 3 rn NAILED 0 9 3.18 FIT 4x4 2 NAILED 0 8 a C? N 1 10 6 11 54 NAILED 1.5x4 II NAILED 3x4= 7 3x6 II 0- -6 2-9-15 6-4-2 0- 6 2-9-9 2-6-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.07 6 >865 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.14 6 >450 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.12 3 n1a rda BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:221b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 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. REACTIONS. (Ib/size) 7=196/0-7-0,3=70/Mechanical,4=142/Mechanical Max Harz 7=64(LC 8) Max Uplift 7=34(LC 4),3=-34(LC 8),4=-35(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1.30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 Ib uplift at joint 7,34 Ib uplift at joint 3 and 35 Ib uplift at joint 4. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-7(F)10=-1(F)11=20(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into The overall p� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty, PlyRiverside Homes/Romano Res(Hampton J170741 • + K01 Roof Special Girder 1 1 T12816309 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:50 2017 Page 1 ID:ZI W SSsce9HLV9W zIBSyCy4y6UhO-xDT_vXrgEoeegQSx4645QSbOyhMEBHsdJPfKISy592x 1.9-0 6.9-0 11-0.0 15-3-0 20-3-0 22-0-0 1-9.0 5-0-0 4-3-0 4-3-0 5-0-0 1-9-0 Scale=1:38.4 NAILED NAILED NAILED 4x4= NAILED 3x4= NAILED 4x4= 3 21 22 4 23 24 5 8.00 12 NAILED NAILED 20 25 4.50 F12 ro 5X12 i 5X12 a' 6 4 2 1 7 /,Z-E 1d,6 11 26 27 10 28 29 30 9 31 32 8 5x5 II 2x4 II HTU26 NAILED 8x8— NAILED NAILED NAILED 410— NAILED HTU26 2x4 II 5x5 II NAILED NAILED 1-9-0 6-9-0 15-3-0 20-3-0 22-0-0 1 5-0-0 8-6-0 5-0-0 1-9-0 Plate Offsets(X Y)-- f7:Edge 0-8-2) !10:0-3-4 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.08 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.16 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-15,Right 2x4 SP No.2 1-6-15 REACTIONS. (Ib/size) 1=1696/0-3-8,7=1696/0-3-8 Max Harz 1=74(LC 24) Max Uplift 1=-534(LC 8),7=-534(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1097/346,2-3=-2420/770,3-4=-1996/697,4-5=-1996/697,5-6=2420f770, 6-7=-1097/346 BOT CHORD 1-11=-864/2640,10-11=-861/2630,9-10=-697/2201,8-9=861/2630,7-8=-864/2640 WEBS 2-10=-699/300,3-10=233/890,4-10=-353/177,4-9=-354/177,5-9=-233/891, 6-9=-699/299 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--1.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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 534 Ib uplift at joint 1 and 534 Ib uplift at joint 7. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 15-11-10 oc max. starting at 3-0-3 from the left end to 18-11-13 to connect truss(es)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=54,5-6=-54,6-7=54,12-16=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 Not building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816309 J170741 ' K01 Roof Special Girder 1 1 Job Reference(optional) Manning wilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:50 2017 Page 2 I D:ZI W SSsce9HLV9WzlBSyCy4y6UhO-xDT_vXrgEoe8gOSx4645QSbOyhMEBHsdJPfKlSy592x LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-98(F)5=-98(F)10=-70(F)4=-98(F)9=-70(F)20=-38(F)21=-98(F)24=-98(F)25=-38(F)26=-294(F)27=-130(F)28=-70(F)29=-70(F)30=-70(F)31=-130(F) 32=-294(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not o MMsystem.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton n T12816310 J170741 L01 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:52 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-tbal KDtxm PuswkcKCX6ZVthQFU8mfB_wmjBQgKy592v 2-0-0 4-0-0 7-6-0 11-0-0 13-0-0 15-0-0 2.0.0 2-0-0 3-6-0 3.6-0 2-0% 2.0-0 Scale=1:27.2 Special NAILED Special 5x8= 1.5x4 I I 5x8= 8.00 12 NAILED NAILED 3 19 4 20 5 4.50 F12 5x5 g 5x5 2 C0 N 1 �'7 I 12 21 11 22 23 10 24 25 9 26 8 8x8= 2x4 II 6x6= NAILED 6x10= HTU26 6x6= 2x4 II NAILED HTU26 NAILED HTU26 HTU26 8x8= Special NAILED Special NAILED 2-0-0 4-0-0 7-6-0 11-0-0 13-0-0 15-o-0 2-0 0 2-0 0 3-6-0 3-6-0 2-0-0 2-0-0 Plate Offsets(X,Y)-- [1:Edge,0-4-11],[1:0-7-6,0-0-7],[1:0-0-9,0-0-3],[3:0-5-12,0-2-0],[5:0-5-12,0-2-0],[7:Edge,0-4-11],[7:0-7-6,0-0-7],[7:0-0-9,0-0-3],[9:0-3-0,0-4-4], (10:0-5-0,0-4-41,f11:0-3-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.09 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.16 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:182 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (Ib/size) 1=3017/0-5-8,7=4289/0-5-8 Max Harz 1=35(LC 7) Max Uplift 1.870(LC 8),7=1 1 10(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4850/1412,2-3=-5807/1719,3-4=-7565/2199,4-5=-7565/2199,5-6=-7201/1951, 6-7=-6892/1804 BOT CHORD 1-12=-1290/4475,11-12=-1351/4673,10-11=-1427/4893,9-10=-1635/6157, 8-9=-1 70016516,7-8=-1652/6366 WEBS 2-12=-1503/462,2-11=-164/252,3-11=-337/1097,3-10=-900/3271,5-10=-643/1730, 5-9=-611/2746,6-9=-588/128,6-8=-1 143/360 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 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL--1.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)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 870 Ib uplift at joint 1 and 1110 Ib uplift at joint 7. 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-1 Odx1 1/2 Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to front face of bottom chord. 10)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 9-0-12 from the left end to 13-0-12 to connect truss(es)to front face of bottom chord. dAt I where han er Is in contact with lumber. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicablllty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton r T12816310 J170741 - • L01 Roof Special Girder 1 2 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL B.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:52 2017 Page 2 I D:ZI W SSsce9HLV9W zIBSyCy4y6UhO-tbal KDbcmPuswkcKCX6ZVthQ FU BmfB_wmj8QgKy592v NOTES- 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)192 Ib down and 167 Ib up at 4-0-0,and 192 Ib down and 167 Ib up at 11-0-0 on top chord,and 152 Ib down and 84 Ib up at 4-2-2,and 152 Ib down and 84 Ib up at 10-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-16=-20 Concentrated Loads(lb) Vert:3=-33(B)5=-33(B)11=-152(B)10=-37(B)4=-29(B)9=-1154(F=-1002,B=-11 52)8=-1 002(F)19=-29(B)20=-29(B)21=-114(6)22=-37(B)23=-2394(F)24=-37(B) 25=-1002(F)26=-114(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a IRM system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside Homes/Romanzo Res(Hampton :f T12816311 J170741 + • 1001 Half Hip 1 1 Job Reference(optional) Manning'Suilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:53 2017 Page 1 I D:ZI W SSsce9HLV9 W zl BSyCy4y6UhO-Lo87YZtZXj ljXuAW mFdo24Dd_uXoOha4?Mu_Mny592u 2-0-0 6-0-0 7-0-0 2-0-0 4-0-0 1-0-0 Scale=1:25.8 3x4.= 3x4 11 3 4 8.00 F12 4.50 FIT 5x12 2 1 I 6 5 1.5x4 11 4x4= 2x5 11 2.0-0 7-0-0 2-0-0 5-0-0 Plate Offsets(X Y)-- [1:0-1-12,0-0-21,[3:0-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:39 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 1-10-7 REACTIONS. (Ib/size) 1=254/0-5-8,5=254/Mechanical Max Horz 1=131(LC 11) Max Uplift 1=-43(LC 12),5=-72(LC 9) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-245/436,5-6=-255/433 WEBS 2-5=-349/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave--ift;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,interior(1)2-0-0 to 6-0-0,Extetior(2)6-0-0 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 43 Ib uplift at joint 1 and 72 lb uplift at joint 5. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Romanzo Res(Hampton T12816312 �J170741 i r'" • M02 Half Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:54 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6UhO-q_iVIvuBI09a92liJy91 almn5lug79j D EOdXuDy592t 2-11-7 6-9-0 1-9-0 1-2-7 3-9-9 Scale=1:17.0 8.00 12 Special 3 4x7= NAILED 1.5x4 II 9 4.50 12 4x4 2 1 I a i 1 � 7 10 6 11 5 8x8 4x4= 3x4= NAILED 8 NAILED 3x4= NAILED 1-9-0 2-11-7 6-9-0 1-9-0 1-2-7 3-9-9 Plate Offsets(X,Y)-- f3:0-5-0,0-2-01,f8:0-1-10,0-0-101,(8:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 5 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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. REACTIONS. (Ib/size) 5=314/Mechanical,8=313/0-3-8 Max Harz 8=68(LC 5) Max Uplift 5=-1 17(LC 5),8=-89(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=354/114,2-3=-374/134,1-8=-291/91 BOT CHORD 6-7=1 41/336,5-61 33t313 WEBS 3-5=-357/135,1-7=-101/345 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 B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 Ib uplift at joint 5 and 89 ib uplift at joint 8. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 Ib down and 121 Ib up at 2-11-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,5-8=-20 Concentrated Loads(lb) Vert:3=-35(F)6=-55(F)9=-9(F)10=-28(F)11=-22(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Addiltonal temporary and permanent bracing Mffek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton T12816313 J170741 + i P01 Piggyback 1 1 Job Reference(optional) Manning building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:55 2017 Page 1 I D:ZI W SSsce9HLV9W zIBSyCy4y6Ui0-IAGtzEvp3KHOnBKutggG7VJz4i Easd7MSgN5Qty592s 2.0.0 13-8-0 15-5-0 2-0-0 11-8-0 1-9-0 Scale=1:26.1 8.00 F12 3x4—_ 1.5x4 11 1.5x4 11 1.5x4 11 3x4= 2 11 3 12 4 13 5 14 6 F1 ri F1 7 °D 1 N Li Li a a) '1,4 j O i 3-7-6 1 4-0-0 9 4-0-0 8 3x4 1. 4 II 1.5 4 II 1.5 4 11 15-5-0 15-5-0 Plate Offsets(X Y)-- [2:0-2-0,0-2-31,[6:0-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight:48 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 15-2-11. (lb)- Max Horz 1=1B(LC 11) Max Uplift All uplift 100 1b or less atjoint(s)1,7,10,9,8 Max Grav All reactions 250 Ib or less at joint(s)1,7 except 10=272(LC 21),9=308(LC 21),8=272(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 6-2-14,Interior(1)6-2-14 to 13-8-0,Exterior(2)13-8-0 to 14-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,7,10,9,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M(f-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p�� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!AT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricatlon,storage-delivery-erection and bracing of trusses and truss systems.seeANSf/TPI b Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type city, Ply Riverside Homes/Romano Res(Hampton 712816314 J170741 4 P02 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:56 2017 Page 1 I D:ZIW SSsce9HLV9WzIBSyCy4y6UhO-mNgGAawRgePHOLv5RNBVfjr8a6axb4HW hK6ez5y592r 4-0-0 11-8-0 15-5-0 4.0-0 7-8-0 3.9.0 Scale=1:26.1 5x5= 1.5x4 II 5x5= 2 3 11 4 12 5 6 8.00 F12 N 7 "-Z"Z'1 o m o o i o 3x4 i 10 9 8 3x4 1.5x4 11 1.5x4 11 1.5x4 11 15-5.0 15-5-0 Plate Offsets(X,Y)-- 12:0-1-12,0-1-31,[3:0-2-8,0-1-131,(3:0-0-0,0-1-121,[5:0-2-8,0-1-13),[5:0-0-0,0-1-121,[6:0-1-12,0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight:54 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 15-2-11. (lb)- Max Harz 1=-45(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,7,10,8 except 9=-104(LC 9) Max Grav All reactions 250 Ib or less at joint(s)1,7 except 9=317(LC 22),10=277(LC 1),8=277(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-8-0 to 8-2-14,Interior(1)8-2-14 to 11-8-0,Extefior(2)11-8-0 to 14-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,10,8 except (jt=1b)9=104. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M17-7473 rev.10/03/2015 BEFORE USE �� Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall -W T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing .:9Y�� eV Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romano Res(Hampton 712816315 J170741 ice' * P03 Piggyback 1 1 Job Reference(optional) Manning uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:56 2017 Page 1 I D:ZI W SSsce9HLV9 W zIBSyCy4y6UhO-mNgGAawRgePHOLv5RNBVfjr9e6aub4EW hK6ez5y592r 6-0-0 9-8.0 15-5-0 6-0-0 3-8-0 5-9-0 Scale=1:27.0 3x4= 1.5x4 II 3x4= 3 4 5 8.00 12 1.5x4 1.5x4 1I 6 2 cc T 0 C6 12 11 7 1 .0 o o 6 o o I6 0 0 3x4 4 10 9 8 3x4 1.5x4 11 1.5x4 11 1.5x4 11 15-5-0 15-5-0 Plate Offsets(X Y)-- [3:0-2-0,0-2-31,[5:0-2-0,0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight:58 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 cc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 15-2-11. (lb)- Max Horz 1=-71(LC 10) Max Uplift All uplift 100 Ib or less at joints)1,7,10,9,8 Max Grav All reactions 250 Ib or less at joints)1,7,9 except 10=278(LC 21),8=278(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411t;eave=4ft;Cat. ll;Exp B;Encl.,GCpj=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-10-0,Intedor(1)3-10-0 to 6-0-0,Exterior(2)6-0-0 to 9-8-0,Interior(1)13-10-14 to 14-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,10,9,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component"not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MTek' 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"seeANSUTPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street"Suite 312"Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton 712816316 J170741 .r 'k'' PO4 Piggyback 2 1 Job Reference(optional) Manning$uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:57 2017 Page 1 I D:ZI W SSsce9H LV9 W zl BSyCy4y6UhO-EZOeNww3bxX80VUH?5ikCwOJXVw9KXOfw_sBVYy592q 15-5-0 15-5-0 4x4= Scale=1:32.5 i 3 I 8.00 12 10 1.5x4 II 9 1.5x4 11 2 4 I 5 F1 n1 o O O o 3x4-i 8 7 6 3x4 1.5x4 11 1.5x4 11 1.5x4 11 15-5-0 15-5-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 Na n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-SH Weight:61 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 Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 15-2-11. (lb)- Max Horz 1=95(LC11) Max Uplift All uplift 100 Ib or less at joint(s)1,5 except 8=-117(LC 12),6=-117(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except 8=316(LC 17),6=316(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-10-0,Interior(1)3-10-0 to 7-10-0,Extedor(2)7-10-0 to 10-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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)1,5 except(jt=lb) 8=117,6=117. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 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 C3 IRM system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTeW 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 1Rrss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816317 J170741 + P05 Piggyback 2 1 Job Reference(optional) Manning uilding Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:58 2017 Page 1 I D:ZI W SSsce9HLV9W zIBSyCy4y6UhO-ilyObGxiMFf?ef3TYoDz17xU HvGN3_Fp9ebl l_y592p 7-10-0 14-11-8 7-10-0 7-1-8 44= Scale:3/8'=1' 3 8.00 12 10 1.5x4 II 9 1.5x4 II 2 4 5 1 o ton lv '6 60 3x4 8 7 6 3x4= 1.5x4 11 1.5x4 I I 1.5x4 11 14-11-8 _ 14-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 14-8-6. (lb)- Max Horz 1=-95(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 8=-1 17(LC 12),6=-116(LC 12) Max Grav All reactions 250 Ib or less at joints)1,5,7 except 8=316(LC 17),6=313(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-10-0,Interior(1)3-10-0 to 7-10-0,Extedor(2)7-10-0 to 10-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=lb) 8=117,6=116. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MlTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Irrrss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Romanzo Res(Hampton T12816318 J170741 a P06 Piggyback 1 4 Job Reference(optional) Manning'Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 26 08:20:59 2017 Page 1 I D:ZI W SSsce9H LV9W zl BSyCy4y6U hO-AxVOocyK7ZnsFpeg6VkCH LTi NJdJoRCyNI LIZQy592o 15-5-0 15-5-0 44= Scale=1:32.5 3 8.00 12 10 1.5x4 11 9 1.5x4 11 2 4 5 1 m v m H FI d o 0 0 3x4 8 7 6 3x4 1.5x4 11 1.5x4 11 1.5x4 11 15-5-0 15-5-0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:242 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 REACTIONS. All bearings 15-2-11. (lb)- Max Horz 1=-95(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,5 except 8=-117(LC 12),6=-117(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except 8=316(LC 17),6=316(LC 18) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)4-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-8-0 to 3-10-0,Interior(1)3-10-0 to 7-10-0,Extedor(2)7-10-0 to 10-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Gable requires continuous bottom chord bearing. 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 atjoint(s)1,5 except(jt=1b) 8=117,6=117. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 applicabllity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. t C1-2 c2,3 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves 0 WEBSq 4 may require bracing,or alternative Tor I T O U 3 p0 bracing should be considered. 3. Never exceed the design loading shown and never UU stock materials on Inadequately braced trusses. a0 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate C7 8 �� c� �- designer,erection supervisor,property owner and plates 0-'lid'from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of Slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1, connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTel(20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR responsibility of truss fabricator.General practice Is to 4 X 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purllns provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSIlTPI 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. ®Q 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. • A-NSI/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, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 1 Riverside Homes 12276 San Jose Blvd.,Ste 120 Job#: J170741 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 IrB Jacksonville, FL 32256 jaxtruss@mbs-corp.com IR WAO r et g -1 . Romanzo Res(Hampton B) Phone: (904) 268-8225 Fax: (904) 260-2981 ,. ' DATE 12/26/17 1624 Atlantic Beach Drive Del. Date: ATlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG I CANTILEVER I STUB O/A HEIGHT PLY TOP T BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 4.50 0.00 A01 22-07-00 22-07-00 2 X 4 2 X 4 04-09-13 1 4.50 0.00 A02 22-07-00 22-07-00 2 X 4 2 X 4 06-01-13 1 4.50 0.00 A03 22-07-00 22-07-00 2 X 4 2 X 4 07-05-13 2 4.50 0.00 A04 22-07-00 22-07-00 2 X 412 X 4 07-08-02 4 4.50 0.00 A04A 21-11-08 21-11-08 2 X 4 2 X 4 07-08-02 7 4.50 0.00 A05 02-06-08 02-06-08 2 X 4 2X4, 00-01-08 01-10-02 I 7 4.50 0.00 A06 02-04-08 02-04-08 2 X 4 2 X 4 00-01-08 01-08-13 1 2 Ply 4.50 0.00 B01 28-11-00 28-11-00 2 X 4 2 X 6 04-05-08 ® 1 4.50 0.00 B02 28-11-00 28-11-00 2 X 4 2 X 4 05-09-08 ® 1 4.50 0.00 B03 29-08-00 29-08-00 2 X 4 2 X 4 07-01-08 1 4.50 0.00 B04 29-08-00 29-08-00 2 X 4 2 X 4 08-05-08 ® 1 4.50 0.00 B05 29-08-00 29-08-00 2 X 4 2 X 4 09-09-08 ® 1 4.50 0.00 BOB 29-10-08 29-10-08 2 X 4 2 X 4 09-09-08 4 4.50 0.00 B07 29-07-00 29-07-00 2 X 2 X 4 10-02-00 ® 1 4.50 0.00 B08 30-05-00 30-05-00 2 X 2 X 4 10-02-00 1 4.50 0.00 B09 29-05-00 29-05-00 2 X 4 2 X 4 09-09-08 1 4.50 0.00 C01 15-11-00 15-11-00 2 X 4 2 X 6 04-04-08 1 4.50 0.00 CO2 15-11-00 15-11-00 2 X 4 2 X 4 05-08-08 ® 1 4.50 0.00 CO3 15-00-00 15-00-00 2 X 412 X 4 07-00-08 ® 1 4.50 0.00 C04 ' 15-00-00 15-00-00 2 X 4 2 X 4 08-04-08 1 4.50 0.00 COS 15-00-00 15-00-00 2 X 4 2X4, 09-03-02 ® 6 4.50 0.00 C06 15-00-00 15-00-00 2 X 4 2 X 4 10-01-13 1 4.50 0.00 D01 11-09-08 11-09-08 2 X 4 2 X 4 03-00-08 1 4.50 0.00 D02 11-09-08 11-09-08 2 X 4 2 X 4 04-01-08 "S1 Riverside Homes Job#: J170741 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 J Jacksonville, FL 32256 jaxtruss@mbs-corp.comti � � Phone: 904 268-8225 * Fax: 904 260-2981 ° '� , Romanzo Res(Hampton B) ( ( k DATE 12/26/17 1624 Atlantic Beach Drive Del. Date: ATlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LU BERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 8.00 0.00 D03 11-09-08 11-09-08 2 X 4 2 X 4 04-01-08 1 4.50 0.00 E01 06-04-00 06-04-00 2 X 4 2 X 6 01-05-13 ® 1 4.50 0.00 E02 06-04-00 06-04-00 2 X 412 X 61 1 04-04-08 �//�� 1 4.50 0.00 E03 06-01-00 06-01-00 2 X 4 2 X 4 03-02-14 �IVWV41 4 Ply 4.50 0.00 FRG01 29-10-08 29-10-08 2 X 4 2 X 8 09-09-08 1 8.00 0.00 G01 27-11-00 27-11-00 2 X 4 2 X 6 04-09-13 1 8.00 0.00 G02 27-11-00 27-11-00 2 X 4 2X4, 06-01-13 . SIC I 1 8.00 0.00 G03 27-11-00 27-11-00 2 X 4 2 X 4 07-05-13 1 8.00 0.00 G04 27-11-00 27-11-00 2 X 4 2 X 4 08-08-08 1 4.50 0.00 G05 26-08-00 26-08-00 2 X 412 X 4 08-08-08 1 4.50 0.00 G06 26-08-00 26-08-00 2 X 4 2 X 4 08-08-08 1 4.50 0.00 G07 26-08-00 26-08-00 2 X 4 2 X 4 08-08-08 1 4.50 0.00 G08 26-08-00 26-08-00 2 X 4 2 X 4 08-08-08 1 4.50 0.00 G09 26-08-00 26-08-00 2 X 412 X 4 08-08-08 1 4.50 0.00 H01 25-08-00 25-08-00 2 X 4 2 X 6 04-09-13 1 4.50 0.00 H02 25-08-00 25-08-00 2 X 4 2 X 4 06-01-13 1 4.50 0.001 H03 25-08-00 25-08-00 2 X 4 2 X 4 07-05-13 ® 4 4.50 0.00 H04 25-08-00 25-08-00 2 X 4 2 X 4 08-08-08 2 3.18 0.00 J01 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 04-08-01 2 3.18 0.00 J02 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 04-09-07 10 4.50 0.00 J03 01-00-00 01-00-00 2 X 4 2 X 4 01-01-05 1 4.50 0.00 J03A 00-09-08 00-09-08 2 X 4 2 X 4 01-01-05 1 4.50 0.00 J03B 00-07-08 00-07-08 2 X 4 2 X 4 01-01-05 8 4.50 0.00 J04 03-00-00 03-00-00 2 X 4 2 X 4 02-01-13 Riverside Homes Job#: J170741 12276 San Jose Blvd.,Ste 120 4SI Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 3 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Romanzo Res(Hampton B) Phone: (904) 268-8225 * Fax: (904) 260-2981 DATE 12/26/17 1624 Atlantic Beach Drive Del. Date: ATlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 4.50 0.00 J04A 02-09-08 02-09-08 2 X 4 2 X 4 02-01-13 1 4.50 0.00 J04B 02-07-08 02-07-08 2 X 4 2 X 4 02-01-13 4 4.50 0.00 J05 05-00-00 05-00-00 2 X 4 2 X 4 03-05-13 1 4.50 0.00 J05A 04-05-02 04-05-02 2 X 4 2 X 4 03-02-14 5 4.50 0.00 J06 07-00-00 07-00-00 2 X 4 2 X 4 04-09-13 1 3.18 0.00 J07 06-02-06 06-02-06 2 X 4 2 X 4 03-02-09 1 3.18 0.00 J08 05-08-09 05-08-09 2 X 4 2X4, 00-00-06 03-01-02 11 4.50 0.00 J09 06-01-00 06-01-00 2 X 4 2 X 4 04-05-08 1 4.50 0.00 J10 06-01-00 06-01-00 2 X 4 2 X 4 04-05-08 2 4.50 0.00 J11 02-00-00 02-00-00 2 X 4 2 X 4 01-05-13 3 4.50 0.00 J12 04-04-00 04-04-00 2 X 4 2X4, 03-00-08 2 3.18 0.00 J13 05-09-13 05-09-13 2 X 4 2 X 4 00-00-06 02-10-11 2 3.18 0.00 J14 06-00-13 06-00-13 2 X 4 2 X 4 00-00-06 03-00-02 1 3.18 0.00 J15 02-06-03 02-06-03 2 X 4 2 X 4 00-00-06 01-04-13 1 3.18 0.00 J16 02-09-03 02-09-03 2 X 4 2 X 4 00-00-06 01-05-10 2 3.18 0.00 J17 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 04-09-07 2 3.18 0.00 J18 09-07-01 09-07-01 2 X 4 2X4, 00-00-06 04-08-01 8 4.50 0.00 J19 01-00-00 01-00-00 2 X 4 2 X 4 01-01-0560 _ EL3 4 4.50 0.00 J19A 00-09-00 00-09-00 2 X 4 2 X 4 01-01-05 8 4.50 0.00 J20 03-00-00 03-00-00 2 X 4 2 X 4 02-01-13 2 4.50 0.00 J20A 02-09-00 02-09-00 2 X 412 X 4 02-01-13 4 4.50 0.00 J21 05-00-00 05-00-00 2 X 4 2 X 4 03-05-13 2 4.50 0.00 J21A 02-11-07 02-11-07 2 X 4 2 X 4 02-03-07 2 4.50 0.00 J21 06-09-00 06-09-00 12 X 4 2 X 4 03-07-07 "IS1 Riverside Homes Job#: J170741 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: John Knight Manning Building Supplies r v M PAGE 4 ��; Job� ,� � t Jacksonville, FL 32256 axtruss@mbs-corp.com: .. �� d Romanzo Res(Hampton B) Phone: (904) 268-8225 * Fax: (904) 260-2981 � lt ±�liC?ate DATE 12/26/17 1624 Atlantic Beach Drive Del. Date: ATlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT Z 21 4.50 0.00 J22 07-00-00 07-00-00 2 X 4 2 X 4 04-09-13 5 4.50 0.00 J23 06-09-00 06-09-00 2 X 4 2 X 4 04-09-13 5 4.50 0.00 J24 04-00-00 04-00-00 2 X 4 2 X 4 I 1 02-09-13 2 3.18 0.00 J25 04-01-06 04-01-06 2 X 4 2 X 4 00-00-06 02-03-01 2 3.18 0.00 J26 03-10-06 03-10-06 2 X 4 2X4, 00-00-06 02-01-11 2 3.18 0.00 J27 05-07-02 05-07-02 2 X 4 2 X 4 00-00-06 02-09-07 2 3.18 0.00 J28 05-04-02 05-04-02 2 X 4 2 X 4 00-00-06 1 02-08-01 1 4.50 0.00 K01 22-00-00 22-00-00 2 X 4 2 X 6 04-09-13 1 2 Ply 4.50 0.00 L01 15-00-00 15-00-00 2 X 4 2 X 6 02-09-13 1 4.50 0.00 M01 07-00-00 07-00-00 2 X 4 2 X 4 04-01-13 2 4.50 0.00 M02 06-09-00 06-09-00 2 X 4 2 X 4 02-03-07 1 8.00 0.00 P01 15-02-11 15-02-11 2 X 4 2 X 4 01-02-08 1 8.00 0.00 P02 15-02-11 15-02-11 2 X 4 2 X 4 02-06-08 1 8.00 0.00 P03 15-02-11 15-02-11 2 X 4 2 X 4 03-10-08 ® 2 8.00 0.00 PO4 15-02-11 15-02-11 2 X 4 2 X 4 05-01-02 ® 2 8.00 0.00 P05 14-08-06 14-08-06 2 X 4 2 X 4 05-01-03 ® 1 4 Ply 8.00 0.00 P06 15-02-11 15-02-11 2 X 4 2 X 4 05-01-02 FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-08-00 3 1 F01 21-03-08 21-03-08 ® 01-08-00 3 8 F02 21-04-00 21-04-00 ® 01-08-00 FE 3 3 F03 19-06-08 19-06-08 ® 01-08-00 1 F03A 19-06-08 19-06-08 ® 01-OS-00 5 F04 19-06-08 19-06-08 °,�'^ %{' �y S # b •�' 4 .��`ttafO� � Y >It�n R� $�..� .,-�Y�lde� ,.1}t�' .� ��dbx�,P,y, .w�kll�,vr=``>; <a,. ,I.Y;ra<.,�•. Riverside Homes Job#: J170741 12276 San Jose Blvd.,Ste 120 File#: Jacksonville,FL 32233 (904)503-7055 Salesman:Scot Burney r8is I Designer: John Knight Manning Building Supplies PAGE 5 Sw Jacksonville, FL 32256 jaxtruss@mbs-corp.com 6ae s0 Romanzo Res(Hampton B) Phone: (904) 268-8225 * Fax: (904) 260-2981 DATE 12/26/17 1624 Atlantic Beach Drive Del.Date: ATlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-08-00 1 F05 19-08-00 19-OB-00 ® 01-08-00 3 5 F06 19-09-08 19-09-O8 ® 01-08-00 "itl 1 F07 13-08-08 13-08-08 �t 01-08-00 1 FOS 10-04-08 10-04-08 01-08-00 7 F09 10-08-08 10-08-08 01-08-00 4 F10 08-03-08 08-03-08 01-08-00 ` 1 F11 08-03-08 08-03-08 i� I 01-08-00 1 F12 07-03-04 07-03-04 01-08-00 1 F13 07-02-00 07-02-00 01-OB-00 1 F14 07-06-12 07-06-12 01-OB-00 41 F15 07-03-04 07-03-04 01-08-00 1 F16 03-00-00 03-00-00 01-08-00 3 1 F17 07-05-08 07-05-08 01-OS-00 3 3 PI FG01 14-11-08 14-11-08 11 01-08-00J 3 PI FG02 13-04-04 13-04-04 iii 1 01-08-00 2 Ply FG04 07-04-08 07-04-08 FE 3 ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 SS-LMATL BM1-1 3/4"x 20"2.0E EverEdgeTm LVL- 12-00-00 16 Hanger HHUS48 20 Hanger HTU26 16 Hanger THA426 12 Hanger THAC426 Client: RIVERSIDE HOMES Date: 12/26/2017 Page 1 of 2 TM Project: ROMANZO RES Designer: John Knight isDesign Address: 1624 ATLANTIC BEACH DR Job Name: J170741 ATLANTIC BEACH,FLORIDA 32233 Project#: J170741 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level 2 � FIS � � Hil ��...s vw.«��ew�-,� .. �.. ,•.� _� �+ ,�'' �aK,?� .: Fwd 1 SP 2 SP 10'11 1/2" H31/2" 10'11 1/2" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3189 1306 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3189 1306 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 3.500" 65% 1306/3189 4495 L D+L 2-SP 3.500" 65% 1306/3189 4495 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 11351 ft-Ib 5'5 3/4" 52603 ft-Ib 0.216(22%) D+L L Unbraced 11351 ft-Ib 5'5 3/4" 13716 ft-Ib 0.828(83%) D+L L Shear 2948 Ib 1'10 5/8" 13300 Ib 0.222(22%) D+L L LL DO inch 0.048(U2651) 5'5 3/4" 0.263(U480) 0.180(18%) L L TL DO inch 0.067(U1880) 5'5 3/4" 0.351(U360) 0.190(19%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform Top 158 PLF 421 PLF 0 PLF 0 PLF 0 PLF F04 2 Uniform Top 60 PLF 161 PLF 0 PLF 0 PLF 0 PLF F10-F11-F12 Self Weight 20 PLF Notes chemicals e.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Or E,Florida Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 design criteria and loadings shown. It Is the 2.Refer to manufacturer's product information www.weyerhaeuser.com/everedgel 904-2689225 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code �f application,and to verify the dimensions and loads. approvals ■Y ,, Lumber 3.Damaged Beams must not be used YR 9u it L of ng 4.Design assumes top edge is laterally restrainetl ,/. 'r Lrll9 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ' 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSa DIVISION Version 17.40.119 Powered by iStructT' "' L ' Client RIVERSIDE HOMES Date: 12/26/2017 Page 2 of 2 isDesignT11 Project: ROMANZO RES Designer: John Knight Address: 1624 ATLANTIC BEACH DR Job Name: J170741 (C) ATLANTIC BEACH,FLORIDA 32233 Project J170741 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSE Level:Level CV 1 SP 2 SP �c 10'111/2" "� "31/2" 10'11 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.1280")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chemicals 6.For gat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion ponding 11155 Philips Parkway Dr E,Florida Calculated Structured Designs Is responsible only of the Handling&Installation Weyerhaeuser USA structural adequacy of this component based on the 1.LVL beams must not be cut or ddged Seattle,WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information www.weyerhaeuser.com/everedge/ 964-268-8225 responsibility of the customer and/or the cont2ctor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code application,and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used BUI1�1110 4.Design assumes top edge is laterally restrained 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ` 2.LVL not to be treated with fire retardant or comoswe lateral displacement and rotation TRUSS DIVISION Version 17.40.119 Powered by iStruct- SITE PLAN LOT 156 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT HOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 ———— —— PHA$UNE P.I. ( IN FEET ) 1 inch = 30 ft J � DENOTES PROPOSED CONCRETE P N� 01 N ❑cr DENOTES CHEMICAL TOILET n Lk — DENOTES FUTURE 4" TREE ✓ _ LOT 155 8.1 6.67' LOT 120• 9 ,,,� 6.67' 8.7 Zco, ® �, 20.50 17' \v�/ C7 G,�34 EO O'3'00R:--310 o: o APPROVE tt'PNk 3 L,/.o t '� ta03' � ' 20.50' 400 94CO QIN Wb:3 � A 67' OSEO CE C//'J✓ kESOE0 :�. N, `I��/� •'°' gO S'1° V.10.50 •y_ (f77 __ \ ''Si�j F.F.�E•p N P� Fp, (st 1\ j0 N A 4 5a°° •�' �a 8.3 U! 9.2 etc � ,5 8.R.1. 12p• .� LINE TABLE 8 LOT 157 19.66' � 1 1 a UNE DIRECTION LENGTH 9. 1 Ll(p) S142725•E 70.00 L2(P) N14.27'25'W 70.00 1B.66' SOD BREAKDOWN--19— TOTAL LOT AREA 8,400 Sq.Ft. Pm�AFA fw58 fLorn R/W TO CURB 980 Sq.Ft. Fl$/AnON uusr efi aa• IMPERVIOUS COVERAGE A9o+c fAAo[ GROSS SOD AREA 9,380 Sq.Ft. IMPERVIOUS Sq.Ft. LOT Sq.Ft. 7. ❑0 I-TONG 3,749 Sq.Ft. 8,400 Sq.FL 44.67. FOUNDATION SLAB 3,308 Sq.Ft. DRIVEWAY 514 Sq.Ft. �419AIX5�. SITE PLAN LOT 156 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 3D D ,5 30 COMMUNITY DEVELOPME-9- P•'• --- PHASE UNE ( IN FEET ) APPROVED 1 inch = 30 Pt. n W 'P DENOTES PROPOSED CONCRETE N�a'�❑cT DENOTES CHEMICAL TOILET N +- DENOTES FUTURE 4" TREE T 155 1'0 8.1 6.67' \ LOT 154 0 '(P) 25'Cc, p 120• 9 wA 6.67' 8.720.50 2� ® spa• r $75.32 D ouroDon 0P 1Y N411"'' 3.7.0 O �� •.F G m � t � a 1A > 9.3 fr. >/c tiD oo 'g�yg3 W A 20.50' ` �rr► SCL 213S r.':. PROPOE510ENOE ~. N J�SSµ S`J10 STORY.\0•� •b-N. •Z" m F.F.CRE 10N N � o �o (A ��M1• DD a \ a N 0' 8.3 it a 7563235 W 51 18.66' LINE TABLE LOT 1 1 UNE DIRECTION LENGTH 9.8 L1(P) 51427'25'E 70.00 L2(P) N1427'25•W 70.00 16.66' SOD BREAKDOWN m""",9�1p"' TOTAL LOT AREA 8.400 Sq.Ft. P.. mN FLOOR R/W TO CURB 980 Sq.Ft. E AV....2P IMPERVIOUS COVERAGE MOW MME GROSS SOD AREA 9.380 Sq.Ft. IMPERVIOUS Sq.Ft. LOT Sq.Ft. 7. DEDUCTIONS 3.749 Sq.Ft. I8,400 Sq.FL 44.6% FOUNDATION SLAB 3.308 Sq.Ft. DRIVEWAY 514 Sq.FL •, � „ LEAD WALK 81 RaBr-20 R Rau Fa of cuurc TO BAa v wort ec MY ANO 15 DZT FwMI SIDEWALK AREA 280 SQ.FL BUILDING COVERAGE A/C PAD(5)&GARAGE 32 5.Ft I All claims for error or defective matellienied LOADING CRITERIA U0 Roof Floor F I C UO14'8"P op C ord Live Load 20.00 40.00 p.s.f. 3' �. a 11z Top Chord Dead Load 7.00 10,00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. 2vz1' 2vz _�__ �__�__m�m ___ m`f,_,rti _ Bottom Chord Dead Load 10.00 5.00 p.S.f. ° ° J03 J03B i u ;li Total Load 37 55 p.s.f. v J04B�''� ----1J04 Duration Factor 1.25 1.00 E 3i �j d HTS=8 i ! i J05 Building Code FBC 2017 RES t 0 I, 0" ',2'0" 2'0 r2'0'Wind Standard ASCE 7-10 b E 7.0 Wind Speed 130 m.p.h. N ; 4'g" } Wind Usage RES. CAT 11 °-�— _—_'`-- iij V Building Exposure B o g.1 ; ! �i'`8 �J Building Type Closed i�� ! NOTE Y5 1/2" ti? 1 _ i It is the responsibility of the building designer or architect to r. provide an appropriate connection for trusses to supporting 150 N b ! t ! structure per reactions shown on truss engineering.Special considerations for mechanical equipment end/or plumbing(and o' y ! JJ05 their connections)in truss space must be diagrammed by the o IIr i a i1 builder an approved truss layout prior to fsbricaton. © i� i I .'JOa Manning Building Supplies is a trues manufacturer whose p III •cp i, responsibilities are limited to those described In WTCA 1-1995 iVII s, it (sections 6.0 and 7.0)•Accordingly,it disclaims any i I f responsibilities for the the construction design,drawings, N i ! j } J03 documents including the installation and bracing of trusses S - ✓� manufactured by Manning Building Supplies, ® ✓oa Warning: Conventional framing,erection end/or permanent bracing is not I d the responsibility of the truss designer,plate manufacturer,or b i j? ? truss manufacturer.Persons erecting trusses are cautioned to N 1 I seek professional advice regarding erection bracing which is 0 0" ` end always required to prevent toppling and dominoing during 1 4' Ig erection;and permanent bracing which may be required in !'! i ? I specific applications.See Bracing wood trusses commentary rE HEIGHT and recommendations(BCS11-03)for further information. b ✓ f1 -- ✓ 7d Ei„E02 HTU28 Trusses shall be installed in a straight and plumb position. rE HEIGHT Where no sheathing is applied directly to the top end/or bottom chords,they shall be braced as specified on the engineered design.Trusses shell be handled with reasonable care during ATE HEIGHT erection to prevent damage or personal injury. Approved truss anchor by builder. j, 2x4 1 f 2x4 minimum top end bottom chords. o o i Ike Square cut overhangs. 12 o o d�42E jc i les 4.51 s 1q 'in 2 /1',2'a' 2' 12 (Y' �2.o„ i2, 2,a'uie �— a J041}, � 6 5-vr� 12 J03} ! I ?® 3 11p By Others ERG. HTu2e I n ass no o ,�,�to-- 3 N otherwise. � g 9; _ Typical Truss Ends a'0" 25's° Engineer of Record: 1 SHOP.,I Floyd S. Simpson - FL PE ATTENTION:Review #50791 the design concept: 11481 Old St,Augustine Rd#202, of-responsibility for Jacksonville,FL 32258 drawings.Contractu Manning Building APPROVED ! Supplies, INC. !]AP.PROVED ASS 11155 Philips Parkway Dr,E Jacksonville,FL 32256 El NOTAPPROV6 Phone:(904)268-8225 Fax:(904)260.2981 WVWV.MBS-CORP.COM Cus en JAXTRUS MBS-CORP.COM om BY Riverside Homes HULSBERG ENGINE Job Afame: 1481 ST.A000STIfi Romanzo Res(Hampton B) ^.CKSONVILLE,FLLo9Bjk?S'U-bdjv 156/ /Atlantic Beach Country Club FLORIDA PRODUCT APPROVAL CODES: MITEK BOARD 6527.5 N T s. 12%26/2017 rewJB J170741