The URL can be used to link to this page

1717 MARITIME OAK DR - PERMIT RES18-0169 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0169 Description: new single-family home Estimated Value: 289861.25 Issue Date: 5/22/2018 Expiration Date: 11/18/2018 PROPERTY ADDRESS: Address: 1717 MARITIME OAK DR RE Number: 169505 1770 PROPERTY OWNER: Name: RIVERSIDE HOMES OF N FL Address: 12276 San Jose Boulevard Jacksonville, FL 32223 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 12276 San Jose Boulevard #120 Jacksonville, FL 32223 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. Permit ConditiOns City of Permit Number: RES18-0169 Description:new single-family home Applied:5/9/2018 Approved:5/21/2018 Site Address: 1717 MARITIME OAK DR Issued: Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner: RIVERSIDE HOMES OF N FL Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NOT ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT' REMARKS 1 5/11/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams N otes All concrete drivewayapronsmustbe 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. 2 5/11/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Fullerosion control measures must be installed and approved prior to beginning any earth,disturbing activities. Contact the Inspection Line(247- 5814)to request an`Er'osion and Sediment Control Inspection prior to start of construction. 3 5/11/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 5/11/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes:.. Roll'.off container company niust�be,on City approved lisf_(Advanced Disposal,Real co Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right=of-way. 5 5/11/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required.', y Printed:Tuesday,22 May,2018 1 of 2 �P 'r �n t) ryJ Sti1 Permit • • • ., of 6 5/11/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams N otes: All runoff must remg'in°on-site. Cannot raise lot elevation: 75/11/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway widih within the City,right-of way is.20', 8 5/15/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water,and sewer utilities.-Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 9 5/15/2018 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. 10 5/15/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: • A,sewer cleanout mustbe installeclat the property line.•'Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Printed:Tuesday,22 May,2018 2 of 2 ilr r3 City of Atlantic Beach APPLICATION NUMBER ,•, T Building Department (To be assigned by the Building Department.) 800 Seminole RoadQ S( � O Atlantic Beach, Florida 32233-5445 f—E �r Phone(904)247-5826 • Fax(904)247-5845 G E-mail: building-dept@coab.us Date routed: 'S 0 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: K&f k-h fv-.c pct k- '��• D rtment review required Ye No Buiilk Applicant: Vw 94:s t (L fr,-Q S Planning&Zonin I \, Tree A minis ra or Project: (�SL� St(1H`�' �!►'�� `� \1Vr0 Public Wow r,k, Pu is 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 ISt. 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: 4Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING: PLANNING &ZONING Reviewed by: m Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Den ed. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY 3`r Building Permit Application Updated 12/8/17 ,d City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 V Phone:(904)247-5826 Fax:(904)247-5845 �-S 1$ O l b N� � Job Address: �� OLYItn"k. ©C1k_ �Y��h '�- Permit Number: xv Legal Description MAN-AC,C. _beW," Co�Ln� CL b LLn.QV2 RE# [(A505 - I Valuation of Work(Replacement Cost)$ Heated/Cooled SF �a S Non-Heated/Cooled 55a • Class of Work(Circle one): (gAddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial R sidentia • 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: czn u-1 vy-, Florida Product Approval# for multiple products use product approval form Property Owner Information Name: ��QYSICU Jb2!0M 0 Address: ��110 cS A-y I L B�1 4- . � • 0,-) City n16- StateTf'� Zip 3a ?, Phone 010-1-1-,YO . • E-M a i� LJ&SYro o (G ► 1 f�Vers i cit 1�Tne . Cs�'�'� Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company:_P+�VpX�i� 2_ P/J Qualifying Agent:JAL O� 1�C�b2✓C� Address 1,20-1C 10 aAnc �OS N\)(J• 12t9 State. 1City Y'a((Gct}�tA L�State f�k_ Zip i-3 Office Phone • 9Ute- 3 Job Site/Contact Number State Certification/Registration#.aC, a 13 5 E-Mail G6aA^nDn Architect Name&Phone# M\"e-\ -1 Engineer's Name&Phone# 61S:6" fL��Y-i,�vu �{- 3'� • u0� Workers Compensation 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 instal lation 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,ander there may be additional permits required from governmental entities such as water management distric_t_s,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 NPTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) 1 Signed and sworn to(or affirmed)before me this 4 day of Signed and sworn tto,(or affirmed)before me this`d day of tb b M0., X v Ann- .W n (Sign --Nio r " (Si ature of otary aY pU Personally Known g'�`P /''- LINDSEY M.BISHOP �� [ ] Y t *° Notary Public State of Florida [ ]Personally Know.r ORo,aY PUB/��, LINDSEY M.BISHOP ' Commission# FF 946204 [ ]Produced Identif'�aP' n "°= [ ]Produced Identific •5 ,� Notary Public State of Florida Type of Identification: % " °:' Expires Jan 19,2020 Type of Identificatior: * fid °�� Commission#FF 946204 oFi�,. '� -'•��'�"o�° My Comm.Expires Jan 19.ZUu OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (W)_93 a s Non-Habitable Space (ft') / 06 6 LAND INFORMATION: Zoning District Loef Flood Zone Minimum FFE /cZ 5 d BUILDING INFORMATION: Construction Type ll Occupancy Group Sin le arnilr Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev.2.7.2018 City of Atlantic Beach fi = R.'7 APPLICATION NUMBER Building Department { �s I (To be assigned by the Building Department.) 800 Seminole Road �; 1;; Q� (� G Atlantic Beach, Florida 32233-5445 LI i 0 20io } I f�S 1 0 � � ((0 Phone(904)247-5826 • Fax(904)247-5£j45-- IG E-mail: building-dept@coab.us Date routed: ! �f City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Kb-(,-h'rr c aq k-�� D rtment review required Yes No � ` Buil in Applicant: �Z-t�9-(5 i � lN pr�'k Planning &Zonin Tree Admmis ra or Project: (11A V- err lki \JA_60 < Public Woy rks�® 44peois Ufifities Public Safety Fire Services Review^feeDeptSignature �' •.v(. ---� 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: A roved as revised. ❑ pp [-]Denied. ❑Not applicable PU WORKS Comments: � LSI' UTf ES PUBLIC SA ETY 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 z , PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane At Beach, FL 32233 (904)247-5834 NEW WINTER/SEWER TAP REQUEST Date 15 ��— I Y Project Address 7 17 MA&6/4;" ,7 / o Number of Units ' Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) '3�Y New Irrigation Meter g Upgrade Existing Meter from to (size) 3 It New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application#t O 5 11 — 01 (p 9' Water System Development Charge $ f, q0, y� Sewer System Development Charge $4, 0 f;D' 00 Water Meter Only $ 1 13.5-r 00 Reclaim Meter Only $ 18 S, a2 Water Meter Tap $ Sewer Tap $ Cross Connection $ 50 r OCA Other $ TOTAL $"-(,g/D. UO (motes) APPROVED Kayle Moore, P.E. x Date 1 Y ) Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Jzi Building Department (To be assigned by the Building Department.) 800 Seminole Road II Atlantic Beach, Florida 32233-5445 �. Phone(904)247-5826 • Fax(904)247-5845 ) p •�,,,pti� E-mail: building-dept@coab.us Date routed: l p City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property-Address: I 6-{�-h oc ��- rtment review required- Yes . No Builinn Applicant: Vw R-d S 0-k S Plan ing&or in Tree Adminis ra o Project: �SL� S (14 V-- Ml�kA �_0� Public Wor r—kms, Pu is 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 I'LANNIN�,G &Z®N�IIN'G` �I�—I Reviewed Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. [-]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road (0 Atlantic Beach, Florida 32233-5445 MAY 10 2013 Phone(904)247-5826 - Fax(904)247,68 T. L V _!ate routed: E-mail: building-dept@coab.us L! City web-site: http://www.coab.us 1, APPLICATION REVIEW AND TRACKING FORM Property Address: Kk k M-C oct _,D gnent review required Yes No Buil in Applicant: Planning &Zon::i:n� Tree AdM_1n_1sTr_aTor Project: g"#Qwk I rE�=v 6r�rsl ( Public Utilities -) Public Safety Fire Services Review fee Dep 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: W(Approved. OlDenied. ONot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date- 4aKy TREE ADMIN. Second Review: F]Approved as revised. [-]Denied. E]Not applicable ak��®RKS: Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. [:]Denied. [:]Not applicable Comments: Reviewed by: Date: Revised 0511912017 rif iyLy`�. �t r j REVOCABLE ENCROACHMENT AGREEMENT t REVOCABLE ENCROACHMENT AGREEMENT 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 -go"a-L 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 NUJ — SQL 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 • 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 easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER 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 easements,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 t e USER. Date Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this y day of m0.�� ,20 N x by `(�(�� ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. V V` Signa4re of NotaryWublic, State o Fl 'da Department Approval: Personally Known Produced Identification(Type) p " - LINDSEY M.BISHOP Scott Williams,Public Wor s Director/ Y P°a/cKayle Moore,Public Utilities Director Notary Public State of F7lorida HAMaster Forms\Public-Utili 9.* r $ms\Re nt 2.5.18.docx Revision Date:2/5/18My Comm.Expires Jan "'oniPO� RIGHT—OF—WAY / EASEMENT PERMIT J Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address Wb-v06 YrR apo .—t>Y� Phone C -SD, 3• -70S'j �4'_aj Permittee JZ>rS J_Q_ Email Ii Sin Q m l4r i,-e.►-4,i&L hm o.cc�- Requesting Permission to Construct W-CV1 Location(Reference to Cross-Street) iMu-r I rr--O- 06L-r- "(�)lr;V-Q, • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires,pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Sx_-4 . G1 �,rcm (Project Superintendent) with Company Name Phone -'O'-f - 5- • 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 permitte6 shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will, at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24) hours prior to starting work and again immediately upon completion. Z-) Date Permittee(signed in presence of Notaiy Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this4 day of liL�t/Y 20 , by bA a 44 jJ �kxe+t) ,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Q /"` Personally Known Si nature of Notary ublic,8tate of8lorida Pie ication(Type) . LINDSEY M I P .BISHOP :'APPua<iy State of Florida Notary Public W Comms Expi esFJan469 000W 2020 -"'9 F M SITE PLAN LOT 95 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. ..SETBACKS.. FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY: GRAPHICSCALE EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS FRONT/SIGE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 30 0 15 30 FACE TO BACK OF RIGHT OF WAY. DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS- DENOTES FUTURE 4" TREE IN FEET ) ® DENOTES PROPOSED WOOD DECKING ❑Q DENOTES CHEMICAL TOILET 1 inch = 30 fL LINE TABLE \ PER ARB, FINISH FLOOR ELEVATION UNE DIRECTION LENGTH MUST BE 24"ABOVE GRADE LI(P) N38'23'D4'W 55.00 10.1 L2(P) S3823'04'E 55.00 6 5.13' y0`t 0 P1° p '42. •�y. � ST, rL0 �q to.a '� /15 4o.. �< 56 Y 1��ga 6,�6 °s, \ / is _Ne s 10.7 10.1 :$ ,rye OP 'YA/ rn7pOp 5.13' Gly 0774 y0�15.13. } Qi\�\ ryyM'H O m. `L �\•tom A ti p�a�. u F' A �, .�Ptic �4j6 5.13• 11.3 15.13' \�1�2.DO' ra 0. '0 e COMMUNITY DEVELOPMEN W 10.7 APPROVE® \ARE GENERAL NO1.BEARINGS ARE BASED ON THE CENTERUNE OF MARITIME OAK DRIVE AS BONG N3823.04'W.2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAV)1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.RM.) COMMUNITY NUMBER 120077,PANEL NUMBER 0406H.DATED•JUNE 3.2013•THE FLOOD ZONES SHOWN ON THIS STE PLASCALED OFF OF THE F.EM.A F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.RM.INFORMATION AND DELINEATION' SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REMSONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INGUIRES SHOULD BE MADE TO THE COMMUNITYS FLOOD \ PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBLIC WORKS 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVO 1888. \ 5.NO UNDERGROUND FOUNDATIONS OR UlIU71ES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF TI115 91E PLAN. 6.ADDITIONS DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/CR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'=30'OR SMALLER 8.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. SOD BREAKDOWN Mo.� 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. TOTAL LOT AREA 6,600 6 Ft 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING.EASEMENTS OR FREEDOM q• OF ENCU R TO CURB 756 Sq.Ft. 12 THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSTIVE AREAS,WILDLIFE GROSS SOD AREA 7,356 S Fi HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL.STATE,REGIONAL OR LOCAL AGENCY,BOARD.AND COMMISSION OR OTHER q' ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. DEDUCTIONS IMPERVIOUS COVERAGE 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES FOUNDATION SLAB 3,342 Sq.FL 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. DRIVEWAY 893 5 Ft IMPERVIOUS Sq.Ft. LOT Sq.FL 9: 15.BUILDING AND IMPROVEMENT TES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS Q• OTHERWISE NOTED.ALL BUILDING TES ARE SLDY.N TO THE FOUNDATION. STEPS 46 Sq.Ft. 4,114 Sq.FL 6,600 Sq.FL 823x 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. SIDEWALK AREA 0 S Ft. 17.THIS IS NOT A BOUNDARY SURVEY. q• 16.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL A/C PAD(S)&GARAGE PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR 01 ENSONS REFER TO 9 Sq.Ft THE MOST CURRENT SET OF CONSTRUCTION PLANS THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS ALL SIDEWAl1C AND SERNCE DOOR SLAB BUILDING COVERAGE FLATWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2T.TIHE WATER/CONSERVATION 0 Sq.Ft PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.AL50, TOTAL DEDUCTIONS 9 q. COVERED Sq.Ft.I LOT Sq.FL % PLEASE NOTE THAT UTILITIES(METER BOXES,VALVE%ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS NET SOD AREA 3,066 Sq.Ft 3,342 Sq.FL 6,600 Sq.FL 50.WL 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION A:REVISED STE PLAN-ADDED NEW HOUSE(3/20/18)(OBG/MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES HARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108 904 284-2224 _Mrwv. GREEN COVE SPRINGS, FL 92049 FAX 904 284-2258 � �^^ CERTIFICATE OF AUTHORIZATION LB #8991 COPYRIGHT © 2017 NOTATION: F.I.RM.FLOOD ZONE "'®'s"T 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: %(N/A) r.uu=m oomar w'` r the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 0406H B/3/13 Practice for Surveys as promulgated by the Florlda 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, G: 5J-17 F.A.C.; Pursuant to section 472.027,Florida /P Boundary Line disputes,agreements,reservations or other N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search "--mm�oomamu �uiv, Q-� N/A N/A This survey is prepared and certified for the exclusive use of DATE: 2/3/17 SCALE: 1,-W, -mmo umloan,o ouu-®-mom aa.. ma 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.: RENSION: N/A the original raised seal of a Florida licensed surveyor and 1349_17. A THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 1 DRAWN BY: TJ CHECKED BY: LAS SHEET 1 OF t OFFICE COPY SITE PLAN LOT 95 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. "SETBACKS" FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND /'1 A 7''�l 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; GRAPHIC SCA EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 30 0 15 30 FACE TO BACK OF RIGHT OF WAY. 0 DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS A'�.1— DENOTES FUTURE 4" TREE IN FEET ® DENOTES PROPOSED WOOD DECKING Q DENOTES CHEMICAL TOILET 1 inch = 30 ft LINE TABLE \ PER ARB,FINISH FLOOR ELEVATION LINE DIRECTION LENGTH MUST BE 24'ABOVE GRADE L1(P) N3823'04'W 55.00 10.1 L2(P) S3823'04'E 55.00 40 5.13' yp`t pyo �j j 'n(� 6 0 9 4od f 10.7 lb- 7T40%115.13' 11.3 15.13' (ZIP. rs $, y0 e J \ 10.7 '•s \ARE GENERAL NO1.BEARINGS ARE BASED ON THE CENTERLME OF MARITIME OAK DRIVE AS BONG N3B23'04'W. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'K"AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.) COMMUNITY NUMBER 120077,PANEL NUMBER 0406H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS STE PUSCALED OFF OF THE F.EM.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION' SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAW 1988. \ 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP ANO/OR REPORT IS PROHIBITED AND IS NOT AUTHOR12ED BY THE SIGNING SUR DR. 7.THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'=30'OR SMALLER. B.ENTRIES&PATIOS DEPICTED AS EXTEND[ INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. SOD BREAKDOWN WAM�rs 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. TOTAL LOT AREA 6,600 5 FL 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING,EASEMENTS OR FREEDOM q• OFENCUMBRANCES R/W TO CURB 756 Sq.FL 12 THIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENMRONMENTALLY SENSITIVE AREAS•WILDLIFE GROSS SOD AREA 7,35fi Sq.FL 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. DEDUCTIONS IMPERVIOUS COVERAGE 13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES FOUNDATION SLAB 3,342 Sq.FL 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. DRIVEWAY 893 5.FL IMPERIOUS Sq.FL LOT SQ.FL R 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. STEPS 46 5.FL 4,114 Sq•FL 6,600 Sq.FL 6238 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. SIDEWALK AREA 0 S Fl. 17.THIS 15 NOT A BOUNDARY SURVEY. q• 18.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL A/C PAD(S)&GARAGE PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO 9 Sq.Ft. THE MOST CURRENT SET OF CONSTRUCTION PLANS THERE IS A MAMMUM 2%SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND SERVICE DOOR SLAB BUILDING COVERAGE MTWORK SHALL.AT A MINIMUM.MEET CURRENT COUNTY AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2x THE WATER/CONSERVATION 0 Sq.Ft. PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO, TOTAL DEDUCTIONS q. COVERED Sq.FL LOT Sq.FL R PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES ETC)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 3,342 5 FL 8,800 FL 50.88 18.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TD ENGINEERING PLANS FOR CORRECT DIMENSIONS NET SOD AREA 3.066 Sq.Ft q Sq. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REVISION A:REVISED SITE PLAN-ADDED NEW HOUSE(3/20/18)(DBG/MEB) PREPARED FDR:RIVERSIDE HOMES CERUFM TO:RIVERSIDE HOMES 9= r- '_ � HARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108004 284-2224 ""®"vAm»w:rAwm GREEN COVE SPRINGS, FL 32043 FAX 904 284-2258 CERTIFICATE OF AUTHORIZATION LB #891 A.mme rA,<oo-mcm umca COPYRIGHT © 2017 ,�`-moo EDA NOTATION: F.I.R.M.FLOOD ZONE HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X N/A the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram Z direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120077 0406H 6/3/13 � �° i�. Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims =sw,n ad Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way setback lines, overlaps, G. 5J-17 F.A.C.; Pursuant to section 472.027•Florida /P o- mmO1,mn' 'ou. Boundary tte 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. DAIS: SCALE: N/A N/A This survey is prepared and certified for the exclusive use of 2/3/17 1'-30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1,3{8-17_010 A THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY:TJ CHECKED BY: LAS SHEET 1 of t SITE PLAN LOT 95 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. ••SETBACKS•• FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND //''11,� �t 15 FEET FROM BUILDING FACE OR PORCH TO BAC(OF RIGHT OF WAY: GRAPHIC Sli CALE EXCEPT CORNER/DOUBLE-FRONTAGE LOTS.FOR WH CH THE NON-ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 30 0 15 30 FACE TO BACK OF RIGHT OF WAY. 0 DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS _ +- DENOTES FUTURE 4" TREE IN FEET ) ® DENOTES PROPOSED WOOD DECKING Q DENOTES CHEMICAL TOILET 1 inch = 30 ft LINE TABLE \ PER ARE,FINISH FLOOR ELEVATION MUST BE 24'ABOVE GRADE TINE DIRECTION LENGTH L1(P) N38.23'04'W 55.00 10.1 L2(P) S3873'04'E 55.00 5.13• R 96 %P 10.8 N i5 5 r �F �•� \ \ C��1^j 5a oa Ib�o A gIr /�Q1 ��• J 10.1 7 ,rye 4p sa. }5�� op 5.13' 5.13" n.3 2.DO' �c _1�a0� \ `0 yp �O e Y* 10.7 \ APPROVE® �J GENERAL NOTES O 6 0 1.BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N0873'04'W. �• 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON OE WITHIN FLOOD ZONE'X•AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.) COMMUNITY NUMBER 120077•PANEL NUMBER 0406H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PUN ARE SCALED OFF OF THE FEM.A FIRM.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND OELINEATIDN'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SIZE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. \ 5.NO UNDERGROUND FOUNDATIONS OR UIIUTIES h NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. B.ADDITIONS,OELETONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/Oft REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'e3O OR SMALLER. 8.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED h NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE,AND UNDISTURBED. SOD BREAKDOWN Mg-- 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF TOTAL LOT AREA 6,fi00 S FL 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING.EASEMENTS OR FREEDOM q• OF ENCU R/W lb CURB 7 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE 56 Sq,Ft DLIFE GROSS SOD AREA 756 S HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER q'Ft ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. DEDUCTIONS IMPERVIOUS COVERAGE 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES FOUNDATION SLAB 3,342 Sq.Ft 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. DRIVEWAY 893 S Ft IMPERVIOUS Sq.FL LOT Sq.FL X 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS q• OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. STEPS 46 S.FL 4,114 Sq.Ft. 6,600 Sq.FL 82.35 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. SIDEWALK AREA 0 S Ft 17.THIS IS NOT A BOUNDARY SURVEY. q• TEL PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL A/C PAD(S)h GARAGE PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/Oft DIMENSIONS REFER TO 9 Sq.FL THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE 15 A MAXIMUM 2%SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND SERVICE DOOR SLAB BUILDING COVERAGE FLATWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STAN ARDS.CROSS SLOPES SHALL BE NO MORE THAN 2i THE WATER/CONSE 314 0 Sq.Ft. PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO, TOTAL DEOLICTIONS q. COVERED Sq.FL LOT Sq.FL S PLEASE NOTE THAT UTIUTIES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SDEWAIX. J,342 S FL 6,600 5 FL 5D.fi,S 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS NET SOD AREA 3,066 Sq.Ft. q• q• 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION A:REVISED SITE PLAN-ADDED NEW HOUSE(3/20/18)(DBG/MEB) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. LAND SURVE40R9. - PLANNERS-- LAND DEVELOPMENT CONSULTANTS ��""• 1501 COUNTY ROAD 315 SUITE NO. 108804 284-2224 v. �» 7. GREEN COVE SPRINGS, FL 32043 FAX 904 284-2258 CERTIFICATE OF AUTHORIZATION LE /891 COPYRIGHT © 2017 r�lm ,4.�.,�" �"" • NOTATION: F.I.R.M.FLOOD ZONE 4I' / "naa.m("cvc ®a" •I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: % N A the results of a field survey made under my responsible search of title,and therefore the undersigned and Bartram direction and complies with the latest Standards of Troll Surveying make no Certifications regarding Inforrnatlon PANEL NO.: 120077 C405H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims Board of Professional Surveyors and Mappers, Chapter of easements.Rights-of-way,setback lines, overlaps, FB/PG: 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements•reservations or otherN/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search Y-� «� c � N/A N/A This survey Is prepared and certified for the exclusive use of DATE 2/3/17 -mnm vm�as.,.Loc-®-mvm aa��evm, FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not wild without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1348-17-010 A THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 1 DRAWN BY: Ti CHECKED BY: LAS SHEET 1 OF 1 Doc # 2017296960, OR BK 18235 Page 752, Number Pages: 2, Recorded 12/29/2017 08:32 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Prepared by and return to: Brent R.Newton,Esquire Newton&Newton,P.A. F F 9 C E COPY 10192 San Jose Blvd. Jacksonville,FL 32257 File NQ.1-1 V)-) Pennit 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 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 95,Atlantic Beach Country Club Unit 2, according to plat thereof as recorded in Plat Book 67,Pages 132 through 137, of the public records of Duval County,Florida. Street address:1717 Maritime Oak Dr.,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 Blvd.,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 Blvd.,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: Branch Banking and Trust Company 200 West Forsyth St.,Suite 500 Jacksonville,FL 32202 b. Lender's phone number: 904-361-5272 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: S. a. In addition to himself,Owner designates Nicole Reardon at BB&T,200 W.Forsyth Street#500, Jacksonville Florida,32202,to receive a 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: 904-361-5272 9. Expiration date of Notice of Commencement(the expiration date is 1 year from date of recording unless a different date is specified): ti OR BK 18235 PAGE 753 r OFFICE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, S HO RTH FLORIDA,INC. isto r B.Woo resident POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me this--J of �5sr O (�1 by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc.,who is personally known to me. ��h ✓\ ,�— s oAtLA3g7pNsoN Notary Public ) `:_ ?.1r carauis,IcN;FF 127457 My Commission Expires: EXPIRES:June 25,2o1s FoI&I ThN Wary Pcbr,Undmwrlam OFFICE COPY Atlantic Beach Country Club lot 95 1717 Maritime Oak Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2017 Florida Building Code Michael Stauffer `1093 AIA Beach Blvd.,Ste.330 St.Augustine Beach, FL 32080 M AY RRODUCT-APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic Beach Country Club Lot Permit # Project Address: Bvi t Y c-ar a 5333 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS I.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1,4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM El 300-04 Min 1/8" LU elnnered monolithic and insulated. 3.Sectional N/A _ 4.Roll up N/A LL- 5.Automatic N/A LL- 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 I.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-RI 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 Product Description Limitation of Use 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.Roof the adhesive N/A C) 16.Spray applied polyurethane roc N/A LU 17.Other N/A E.SHUTTERS 1.Accordion N/A 2.Bahama Custom made cedar 3.Storm panels N/A C) 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.RI, 97 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- .Board 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 INIA 2. 1 INIA In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on thejob site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) Matthew Roberts (Signature) Company Name: Riverside Homes of North Florida Mailing Address: 12276 San Jose Blvd.,Ste.120 City: Jacksonville State: FL Zip Code: 32223 Telephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number:( ) E-mail Address: o v' Fkr,olo OFFICE COPY FORM R405-2017. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER2325 Builder Name: Riverside Homes Street: 1717 Maritime Oaks Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL,30x-33 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2397.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2127.50 ftz b.Frame-Wood,Adjacent R=13.0 245.00 ftz 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 25.00 ftz 4. Number of Bedrooms 3 d.N/A R= ftz 10.Ceiling Types (2368.6 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2325.00 ftz 6. Conditioned floor area above grade(ftz) 2325 b.Knee Wall(Unvented) R=0.0 43.60 ftz Conditioned floor area below grade(ftz) 0 c.N/A R= ftz 11.Ducts R ftz 7. Windows(405.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 465 a. U-Factor: Dbl,U=0.35 405.75 ftz SHGC: SHGC=0.22 b. U-Factor: N/A ftz 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ftz SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 7.986 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (2325.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallonsEF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2325.00 ftz b. Conservation features b.N/A R= ftz None c. N/A R= ftz 15.Credits Pstat Glass/Floor Area: 0.175 Total Proposed Modified Loads: 60.16 PASS Total Baseline Loads: 65.44 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. (Digitally signed by Douglas calculation indicates compliance1/j Douglas R.SticklesADNcn=Douglas R.SBcMes,c=US,o=A/ 1 ,�CMas[ersHVAC,inc. with the Florida Energy Code. 7r lg�1,:..•, �. , ,,. „ O" Date:2018.043013:08:41-04'00' '1 Before construction is completed PREPARED BY: DATE: this building will be inspected for compliance with Section 553.908 I herebycern that this building, as designed, is in compliance Florida Statutes. certify 9. 9 P with the Florida Energy Code. aD . OWNER/AGENT: BUILDING OFFICIAL: DATE: ( DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 r s 0"'FICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER2325 Builder Name: Riverside Homes Street: 1717 Maritime Oaks Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2397.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2127.50 ft2 b.Frame-Wood,Adjacent R=13.0 245.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 25.00 ftZ 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2368.6 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2325.00 ft2 6. Conditioned floor area above grade(ft2) 2325 b.Knee Wall(Unvented) R=0.0 43.60 ft2 Conditioned floor area below grade(ft2) 0 11.Duct c. R= ft2 s R ft2 7. Windows(405.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 465 a. U-Factor: Dbl,U=0.35 405.75 ft2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 7.986 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (2325.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 2325.00 ft2 b. Conservation features b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.175 Total Proposed Modified Loads: 60.16 PASS Total Baseline Loads: 65.44 I hereby certify that the plans and specifications covered by Review of the plans and 4IEsx4� this calculation are in compliance with the Florida Energy specifications covered by this r Digital) signed b Douglas R Stiddes �4 Code. y DN cn=DouglasR.Stiddes,c=US,o=A/ calculation indicates compliance /j// Douglas R.Stickles�. �,; .;;,: �,•;,�" Douglas CMastersHVAC,Inc. with the Florida Energy Code. Date:2018.04.3013-08:41-04' '00 PREPARED BY: '� Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ��• with the Florida Energy Code. C�D.SNE T � OWNER/AGENT: BUILDING OFFICIAL: 1- DATE: ( DATE: S•e9/'o`�Ol,� - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 7 y FORM R405-2017 PROJECT Title: RIVER2325 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2325 Lot# 95 Owner Name: Total Stories: 1 Block/Subdivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: 1717 Maritime Oaks Dri Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2325 23250 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2325 23250 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 239.9 ft 0 2325 ft2 ---- 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2693 ft2 0 ft2 Medium 0.4 No 0.4 No 22 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2325 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0 Blown 2325 ft2 0.11 Wood 2 Knee Wall(Unvented) Main 0 Blown 43.6 ft2 0.11 Wood 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 r q FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo R-Nhallle Et In Et In Area R-Nlahle Erartmon Ah,;or (' w 1 N=>NE Exterior Frame-Wood Main 19 18 10 180.0 ft2 0.23 0.75 0 2 E=>SE Exterior Frame-Wood Main 19 15 6 10 155.0 ftz 0.23 0.75 0 3 N=>NE Exterior Frame-Wood Main 19 4 9 10 47.5 ft2 0.23 0.75 0 4 NE=>E Exterior Frame-Wood Main 19 4 9 10 47.5 ftZ 0.23 0.75 0 5 E=>SE Exterior Frame-Wood Main 19 4 9 10 47.5 ft2 0.23 0.75 0 6 N=>NE Exterior Frame-Wood Main 19 18 9 10 187.5 ft2 0.23 0.75 0 7 E=>SE Exterior Frame-Wood Main 19 35 6 10 355.0 ft2 0.23 0.75 0 8 S=>SW Exterior Frame-Wood Main 19 11 6 10 115.0 ft2 0.23 0.75 0 9 W=>NW Exterior Frame-Wood Main 19 2 10 20.0 ft2 0.23 0.75 0 10 S=>SW Exterior Frame-Wood Main 19 5 9 10 57.5 ft2 0.23 0.75 0 11 E=>SE Exterior Frame-Wood Main 19 2 10 20.0 ft2 0.23 0.75 0 12 S=>SW Exterior Frame-Wood Main 19 4 6 10 45.0 ft2 0.23 0.75 0 13 E=>SE Exterior Frame-Wood Main 19 12 6 10 125.0 ft2 0.23 0.75 0 14 S=>SW Garage Frame-Wood Main 13 24 6 10 245.0 ft2 0.23 0.01 0 15 W=>NW Garage Frame-Wood Main 19 2 6 10 25.0 ft2 0.23 0.01 0 16 W=>NW Exterior Frame-Wood Main 19 12 9 10 127.5 ft2 0.23 0.75 0 17 S=>SW Exterior Frame-Wood Main 19 1 10 10.0 ft2 0.23 0.75 0 18 W=>NW Exterior Frame-Wood Main 19 58 9 10 587.5 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>SW Insulated Main None .46 3 8 24 ft2 2 S=>SW Insulated Main None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 N 45.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 2 N=>NE 3 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 5 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 3 NE=>E 4 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 9 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 4 E=>SE 5 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 20 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 N=>NE 6 Vinyl Low-E Double Yes 0.35 0.22 N 128.0 ft2 13 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 6 E=>SE 7 Vinyl Low-E Double Yes 0.35 0.22 N 49.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 7 S=>SW 8 Vinyl Low-E Double Yes 0.35 0.22 N 33.0 ft2 9 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 8 S=>SW 10 Vinyl Low-E Double Yes 0.35 0.22 N 11.0 ft2 11 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 9 S=>SW 12 Vinyl Low-E Double Yes 0.35 0.22 N 13.8 ft2 9 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 10 E=>SE 13 Vinyl Low-E Double Yes 0.35 0.22 N 8.0 ft2 1 ft8 in 1 ft 0 in Drapes/blinds Exterior 5 11 W=>NW 16 Vinyl Low-E Double Yes 0.35 0.22 N 16.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 12 W=>NW 18 Vinyl Low-E Double Yes 0.35 0.22 N 8.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 13 W=>NW 18 Vinyl Low-E Double Yes 0.35 0.22 N 16.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 14 W=>NW 18 Vinyl Low-E Double Yes 0.35 0.22 N 18.8 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 4/30/2018 12:59 PM EnergyGaugeO USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 559 ft2 559 ft2 72.8 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 2712.5 148.91 280.05 .3425 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 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 6 465 ft2 Attic 116.25 Default Leakage Attic (Default) (Default) 1 1 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [[ ]]Jan Feb Mar [ ]A r [ ]Ma rj Jun rl Jul rj Augrj Se Oct Nov Dec Heatin [X]Jan Feb W Mar []APr [ ]May Jun Jul AuSeP Oct Nov Dec Ventin [[ ]]Jan Feb X Mar [X]A r [ ]Ma Jun Jul Aug Se Oct H 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 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72� The lower the EnergyPerformance Index, the more efficient the home. 1717 Maritime Oaks 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 2127.50 ft' b.Frame-Wood,Adjacent R=13.0 245.00 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 25.00 ftZ 4. Number of Bedrooms 3 d. N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=22.0 2325.00 ftZ 6. Conditioned floor area(ftZ) 2325 b.Knee Wall(Unvented) R=0.0 43.60 ft' 7. Windows- Description Area c. N/A R= ftZ a. U-Factor: Dbl,U=0.35 405.75 ftZ 11.Ducts R ftZ a.Sup:Attic, Ret:Attic,AH:Attic 6 465 SHGC: SHGC=0.22 b. U-Factor: N/A ftZ SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ftZ 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.986 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Z a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2325.00 ft EF:0.86 b.N/A R= ftZ c.N/A R= ftZ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 'A ` SAA Construction through the above energy saving features which will be installed (or exceeded) a Fob' in this home before final inspection. Otherwise, a new EPL Display Card will be completed QD ',;,� % _ based on installed Code compliant features. r� Builder Signature: Address of New Home: Ln Ci /FL Zi �r i 1� 4'l�i� O c11L f�-Y'�u�2 � Zip: *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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1717 Maritime Oaks Drive Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 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 Statutes)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 code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. 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 manufacturers instructions'and the criteria listed in Table R402.4.1.1,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 not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or 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. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows,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 L/s/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. 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 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 E283 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 Controls. SECTION R403 SYSTEMS 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. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(I WC)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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. R403.6 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 including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 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 that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUIV (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS . (Continued) R403.7.1.1 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 403.7,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. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data 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 temperatures 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 multiple-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 multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 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 R403.7.1. R403.7.1.3 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. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice 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 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 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. R403.11 Portable spas(Mandato fte energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/30/2018 12:59 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER2325 Builder Name: Riverside Homes Street: 1717 Maritime Oaks Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities 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 spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. 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 o6offino and worona. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilunas, a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 4/30/2018 1:00 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: RIVER2325 Builder Name: Riverside Homes Street: 1717 Maritime Oaks Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 2325 sq.ft. Cond.Volume: 23250 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm "Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0,(g),or(i)or 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 Testing shall be conducted by either performance results demonstrate compliance individuals as defined in Section ' , : 0,. `. with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or , accordance with Section R402.4.1.2. individuals licensed as set forth in ufir'r ''% • a'a�,a��ti 0. Section 489.105(3)(f), (g),or(i)or an }� approved third party.A written report of the results of the test shall be signed SIGNATURE: by the third party conducting the test and provided to the code official. COD . PRINTED NAME: DATE: BUILDING OFFICIAL: DATE: 4/30/2018 1:00 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 •�1� s�. Manual S Compliance Report Job: RIVER235 111/x1 I I Mo t. Date: 04/3018 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL32256 Phone:904.722.8995 Fax 904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Design Conditions Outdoor design DB: 93.0°F Sensible gain: 24091 Btuh Entering coil DB: 77.57 Outdoor design WB:77.0°F Latent gain: . 7854 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 31946 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 23100 Btuh 96% of load Latent capacity: 9900 Btuh 126% of load Total capacity: 33000 Btuh 103% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 35313 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 96% of load Capacity balance: 34 OF Supplemental heat required: 1513 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 10.1 kW 98% of load Temp. rise: 50 OF Meets are all requirements ofACCA Manual S. 2018-Apr-30 12:44:55 + wrightso'w Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 FARiverside Homes\ATLANTIC Beach CMABCC95.nip Calc=MJ8 Front Door faces:SW +-Wriights.oft Project Summar Job: RIVER235 Y Date: 04/3018 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 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 95,Atlantic Beach C. C. Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27604 Btuh Structure 15000 Btuh Ducts 7709 Btuh Ducts 9092 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 35313 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24091 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 5500 Btuh Ducts 2354 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 2325 2325 Equipment latent load 7854 Btuh Volume (ft') 23250 23250 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 31946 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000B0 AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point= 34 °F Backup: Input= 10 kW, Output= 34529 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'I 17tSOft� 2018-Apr-3012:44:55 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ACCP:F:\Riverside Homes\ATLANTIC Beach CC\ABCC95.rup Calc=MJ8 Front Door faces:SW ' 'WI`IghtsOft' Right-JO Worksheet Job: RIVER235 Entire House Date: 04/3018 A/C Masters HVAC, Inc. By: DRS 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name Entire House Whole House 2 Exposed wall 239.9 ft 239.9 ft 3 Room height 10.0 ft 10.0 ft heat1cool 4 Room dimensions 2325.0 x 1.0 It 5 Room area 2325.0 ft' 2325.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftp 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 rW, - 12E Osw 0:068-he 2.56 1.46 7415 223 576 326 415 -223 '_� 576 .326 ._.___ 3A72ov Wme _ 0:350._ne_ _13.30 ,__:13.89._- 192 _-_0 ,2554 __._2667 _102__. 0. __;2554_ ___2667_ IW 12E-Osw 0.068 a 2.58 1.46 48 29 75 42 48 29 75 42 L-G 3A-2ov _ 0.350 e _ 13.30 18.19 19 4 253_ 346 19 2 253 346 11 W__ 12E Osw- �' 0:068 se 2 58`- 1.46 703 626 Y '1618 f 915 703 __ 626" 1618 915 G 3A.2ov.___._v _. _ _ 0.350 -se- ._13.30 _..10:92 _ _ 7-1 _ __60 _.. „1024" ___ _84-11- ._7.7..__ _ _.._30: _1024 __841' _.841 W 12E-Osw 0.068 sw 2.58 1.46 228 146 377 213 228 146 377 213 3A-2ov 0.350 sw 13.30 10.92 58 45 771 634 58 22 771 634 _ 11 J0_ v_ 0.600-sw __22.8 -18.36 24 24 ry 547 _ 44124 24 547_ _ __441 w1 12E Osw 0:068 nw 2 58 1.46 735 675 1744 ^ 987 _ 735 675 1744 987 L-G _MA. 6v __ __.-_0:350_,nw_.._13.30- __13.89 _.,.60 _._____.._0.__,_798___, _834._. ._ 60 ._. __.�0, _ _798 _ .__834_ R 12C-Osw 0.091 - 3.46 1.43 270 246 851 351 270 246 851 351 l-p 11 JO 0.600 w_ 22.80 18.36 24 24 547 441 24 24 547 441 P 16B=15ad _. _ __ 0,061 _ __ 2 32. -,3.30 44 44__ 44 _ 10-2._ 145_ C 16X1 Mad 0.408 s 2.15 1.59 2325 2325 5003 3697 2325 2325 5003 3697 0.049eµ0.00 �_._. F _ 22A-tph __2325 209 10765 0 2325 209 10765 0 6 c)AED excursion 0 0 Envelope loss/gain 27604 12880 27604 12880 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) 27604 15000 27604 15000 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27604 15000 27604 15000 15 Duct loads 28% 61% 7709 9092 28%1 61 ol 7709 9092 Total room load 35313 24091 35313 24091 Air required(cfm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-30 12:44:55 w4So tg0ft• Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 1 F:\Riverside Homes\ATLANTIC Beach CC\ABCC95.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: RIVER235 wri htsot� 9 Date: 04/3018 .� 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 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/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 Component Btuh/ft2 Btuh % of load Walls 2.7 5343 15.1 Walls Glazing 13.3 5400 15.3 Ducts Doors 22.8 1094 3.1 Ceilings 2.2 5003 14.2 Glazing Floors 4.6 10765 30.5 Infiltration 0 0 0 Ducts 7709 21.8 Doors Piping 0 0 Floors Humidification 0 0 Ceilings Ventilation 0 0 Adjustments 0 Total 35313 100.0 Component Btuh/ft2 Btuh % of load Walls 1.5 2981 12.4 Glazing 13.1 5321 22.1 Walls Internal Gains Doors 18.4 881 3.7 Ceilings 1.6 3697 15.3 Floors 0 0 0 Infiltration 0 0 0 Glazing Ducts 9092 37.7 Ducts Ventilation 0 0 Internal gains 2120 8.8 Blower 0 0 Doors Adjustments 0 Ceilings Total 24091 100.0 Latent Cooling Load = 7854 Btuh Overall U-value = 0.218 Btuh/ft2-°F Data entries checked. WI'I I7tisi 2018-Apr-30 12:44:56 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ACCK F:\Riverside Homes\ATLANTIC Beach CC\ABCC95.rup Calc=MJ8 Front Door faces:SW NOTES L W095 MD WINDOW5 ARE APPROXIMATE FIN51-ED SIZES;REFER TO MFG'S 5PECIFICATION5 FOR ROACH OPENNG5 PRIOR TO FRA" 2.COFFERED CLG W FAMILY ROOM W/PAINTED BEAMS AND STAGED T&G 5.W/5 LOOP 4.PKT.DOOR FROM OWNERS SUITE TO OWWLR5 BATH 5. xxwvE.ro PREF UM UNDR 6.WINDOW IN WING 5NK omsar •JV SN lY sy Ise suozswr euoxswx s¢�oxana w DINING tI b s LANAI L-----J L-----J L__ __J v c� r-----i i-----�i-- --i Iya e PORCH IFAMILYI I — — I , I I J L-- r------I r--- --� FOYER a� I . I 4 I I I I REVISIONS 1 -- I 6(p I I xx, I o,vwx --L— — —J L-- --J L-- — " �• I __ _ __ �_% 6 Ab G dd�Tsu,� , I4o ___ m:e wv' oiu'vouox weaeno.aA o. wo�pr D i STUDY `n CAFE 6 z x IVF° �" '//4�o G °ro xu'I i�I elu0 LN ao LNNPRYY.v`� 4 E D RDn yr (,; atl RIVERSIDE bY1 .q n °� °��• Aza: �r vz HOMES I o+•° ya GARAGE t aNita-With coNfiaence b" ins¢ BATH o o$u _ d 9 IM76S—Jon Blvd,SdIe J20 Jeck—i//4 Florid.32M Of-(904)449.361° n � 0W d gOeP "sIAi is a goef� l.; WIC w»,r•.myem�aaen.r,:�mr. OWNERS 6 n 5E ° eo.a- K�BE�p� & 11 I,a."eW.a Axruwa 8 Lot 9$ g PA—TH rFwic p°esn Atlantic Beach Country Club oAv uTwm wv arae o.s J .1 — s w+ YJrr Spec Home Duct Sized per ASHRAEStandards -TPN FNm.nLp"= ,va Floor Plan sxadc= x2 T-1 CFM'- Is"O 1717MWf.Oaks Dzive Duct Sizes shown in Area X Length Adam.Beach,FL 33233 TEL_ ZI .. C=CFM an Drawing FLOOR PLAND-D. „B, Sheet . D3.17.2018 Al MECHANICAL EQUIPMENT NOTES: va^=lw^ NOTE TO FRAMER: Pian of 7 yQ� EXTERIOR WALLS NSEfTVVTTOM�LABEDGE SQ.FTG.CALCULATIONS Mostasin-C •IT— FBGRZGZ.52:DUCTS W GARAGE SHALL BE MIN 26 LIVING- 239.5 GAGE SHEET STEEL WITH NO OPENINGS NrOGARAGE GARAGE 559 re .a ee ALLOWED. PORCH 165 FOLR,MZCE..1.1 MIN 4^CLEARANCE REQUIRED AROUND LANK 262 ALL 50ES OF S1FlWV6CAL EQUIPMENT AND TOTAL COAXED 3331 DESIGN BY: n COMPONEM5.IFCLUDINo DL'CT5,MMTHETOTALMDTH VOLUME OF GOWr ONED SPICE 23,706 srAYFFFAMpHnEcr,...... OF THE ENMOSING 5PACE BEING AT I FAST 12"WIDER sFAalewo.su�Rm THAN THE FURNACE ORAWLER sze�EeeAa,Rxxm. TflEr¢nuuE:0ow11x5'x GROUND MOUMED MECHAW-AL LW5 SHALL BE ANCHORED IN ACCORDANCE WITH FOC-R.SECTION DHAFRNG BY: M131J12. �A 4 126E75av J.eo Hlvd fiche 703 i Jvals.uvD15 FL 3332] 90436DJ719 •, NOTES 1.GARAGE000ROPENERINSTNLEO 2 OOACHLIGHIS WSTALL.EO S.GANKLESSGAS MGE 1 9.GASPACMMESIe-DROPS KNEE K1TcHEN: OWNERS BATH To fir= B.CHEFS HOOD. EN:S0'LOW CBL OVE S; Pwf VENiEO HOOD,D/9 BELOW;08L OVENS; qp MICRO DRAWER II11 T.RECONFlGURE RRCHEN 11V/l8■•$Ntlii�yV/e 10.8.810E ENTRYOAMGE REDESIGN BATH B7 (10 Z1.PREWIRE RPENDA LRECES AIHGIHIEOVER I Ismo -�-` 13.0BL FL000 LIRCU AT REAR ode�� ,�\ ,� , � 19.GOLF CART CIRCUR •__________ -- ^— �- 1 REVISIONS 1p u db RIVER-SIDE 0 � HOMES _ tt _ 2ND FLOOR ELECTRICAL PLAN Build With Confidence IT2hlkm eBAd.5WS 170 ll1 \ I�pq/ �yy lat4wniO4)44-1 50 Lot 171 i s� r Crosswater i ��+ayF �® e�:.r ,✓ Ate,'/ atNocatee Rangel Residence iit �" a 19A ELECTRICAL LEGEND Electrical Plans rtrq u> 90 Suomi.Vola W9y D Pons Veda,Fl.37081 1ST FLOOR ELECTRICAL PLAN D—By Ay Shetl 0`�. 1<' i6 jl f w�rx se ®Y ucerm Lu"°ie b'r 03.15.7038 u°•`14r 5 �j ELECTRICAL NOTES .°c ® Fxnwl ® °FF"`°µWS vle„ ut �GII _ wEl°°.1,wm�x'«'1e�F°81"°"=" ,vrw•..FmmR..a�v.Nawe°` 3 a -eawa, i�Atum-a 7 °vaFKE g; eA.°W,a © F>,1�aaFAx FR- UMS. lac BW SWNT03 ibid.UN,m.w. Iechma uB FL33373 9MM3319 �`4Fpaoof rF I a International Fireproof Technology, Inc. Paint To Protect TMbc ! �o p g"' OFFICECOPY y to 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 3 3� is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! { Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code_(IBC) mandates that SPF be separated a manufacturer's SPF and tested to the criteria of an DE�15�;� from the interior of the building by a 15 minute thermal barrier,or other j NFPA 286, UL 1715, UL 1040, or FM 4880 for duration ,a approved covering. DC 315 passed certified NFPA 286 and UL 1715 test _ � of 15 minutes•by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that I t- Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam i Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for I Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) i 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. f By Alternative Ignition Barrier Assemblies DC 315 meets the requirements Solids B Volume 67% for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 gJcc Application Equipment E Drying Time @77-F&50% R.H.—To touch i—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 j Shelf Life 1 year from date of manufacture in unopened containers and stored at 10*C to 27°C(50'F to GPM: 1.00 0°F) Tip: 517-521 or equivalent. I 5 Gal.Container Weight 81bs. Filter: 30 mesh, removal of filter is recommend from gun and machine I Hose: 3/8"diameter airless spray line for the first 100'from pump Advantages of Using DC315 SPF and'X"x 3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent i ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 j ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 I higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate ■ Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and ` buildings machine ■ Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump' all 50 states) and•'/<"x 3'whi p ■ Approved for Incidental Food Contact complies with NSF/ANS1-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 i mixing GPM: 2.2 E ■ 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"x3'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). I Tip: 517-529 or equivalent. i 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 3 Thermal or Ignition barriers in compliance with current IBC codes. pump and'/<"x 3'whip i i 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 fight 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 needigg +� �ING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. ernes• i Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and for each sequential day a project is underway. Daily work records must EYE PROTECTION: be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do nottake internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 0"FICE COPY ICC EVALUATION !zL-? SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. wwwJcc-es.orq 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 lb SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(I ECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's published installation instructions must be available at all ■ Air permeability times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC) construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as Gip to anyftnding or other matter in this report,or as to any product covered by the report. Copyright©2014 Page 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or building by an approved 1. Installation in an attic or minute thermal barrier, as described in Section 4.3. R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of crawl space must be as described in Section 4.4. construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm) may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a d) Attic ventilation is provided when required by IBC quality control program with inspections by ICC-ES. Section 1203.2 or IRC Section R806, except when 6.0 EVIDENCE SUBMITTED air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- applied to the underside of floors and/or vertical surfaces Components of the SES Foam 0.5 Ib spray polyurethane foam plastic insulation are identified with the as described in this section. The thickness of the foam the underside of the top of the space manufacturer's name (SES Foam) and address; the date plastic applied to must not exceed t inches underside mm). The thickness of the of manufacture or the lot number; the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 Ib); the mixing instructions; the density; the 111/2 inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code®(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy"must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 20061RC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'.2) THICKNESS(inches) R-VALUE(°Ffe-h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm,VF•fe-h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested Kvalues at 1-and 3.5-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. tICC EVALUATION SERVICE Most Widety Accepted and Trusted ICC-ES VAR Environmental Report VAR-1030* Reissued July 2093 This report is subject to renewal September 1, 2015. www.1cc-es.org/ep 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 lb 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 lb/h3. The foam is sprayed in place using Environmental Report number(VAR-1030). *Corrected May 2014 ICC-ES Verification of Attributes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any 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. mNO ' WOE[OIIMLIL Copyright 0 2014 Page 1 of 2 VAR-1030 1 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 2902],contain the 9.4.1.3 Biobased products N/A `USDA Certified Biobased Product'label,or be composed of solid wood,engineered wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL.GREEN BUILDING STANDARD(ICC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (1)other biobased materials with a minimum of 50 percent biobased content(by weight 8 max or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for 1%or more of the materials used in the building. Percentage=100 x A-B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently • Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"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 J ICC EVALUATION SERVICE Most Wide[y Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR°Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.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—DeFnitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well-as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h ft2•°F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any Finding or other matter in this report,or as to any product covered by the report. �@ Copyright©2014 Page 1 of 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-3376 I Most lldelyAccepted and Trusted Page 3 of 6 °° °° o° 0° a° ° o°040 000 0 000 0°° °00°0000°Q o o°a°°0°°o°oaoc o 0p°0 d°pp °Q°°°a°�°a0p0 °ao°°° oa°ao °0000°o° 00000 0°4000 0000040 000 a o a 0 004000 a° o° Interior Partition pOa°aoo o a 00004400 apa°°°a pRooa°0 Interior Finished Surface °0a°00°0 (112-inch Sheetrock) 0 op° o 00°° ° SES Foam 0.5 Ib Spray "000000,00 0p0°0400 00 0 00° a0 04040°° Exterior Sheathing 0 00 0000 °a°00 SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 071612 ESR-3375 I Most I/IfildelyAccepted and Trusted Page 4 of 6 000° Masonry Block 000 (Typical) K ° Interior Finish Surface (1/2-inch Sheetrock) ° 2"x 4"Studs 0 ° �; •` •f 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°°° °00° . . 0°°°°°0°0 ° 20 0 ° ° ° ° 20 0 ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 020 ° ° ° 000000 ° ° ° ° ° ° 0000 ° ° 0°0°02°0°0°0°0°0°0°0° °o°o°0°0°o°0°0°0°0°0°0°2_ o°0°0°02°02°0°0°0°0°0°0 °o°o°o°0°0°0°02°0°00"0, 0°2_°20-.02-0 0200-0°20°0 0°0°0°0° 00000000 SES Foam 0.5 Ib Spray 0°2_2_°-.°° 0°0°0°0° 0°0°02°02° 0°0°02°02° ° o a o 0°0°0°0° o°0°0°0° 0 0 0 0 0°0°0°0° o°o°o°o° Vented Soffit 0°0°0°0° 0000°°°° *Where attic entry is for the 00000000 SES Foam 0.5 Ib Spray 000 0°20 02_0 0°0 service of utilities only,thermal eo0°x000 and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY I VENTED ATTIC:FLOOR/SOFFIT SES 05-3 071812 ESR-3375 I Most WidelyAccepted and Trusted Page 5 of 6 Subfloor vovo SES Foam 0.5 Ib Spray °000a°g°a°o°o°o°a°o°e°e°e°a°o°a °° ovoog°o°o°o°e° o°°°°°°C�Ca G°npCO0000COGODOG�CaCa°o00°p°° °°°OD°�°QO�°0 o°�O�°°°° Header o�s000sosoa°., 0�8°000Sg° 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 •;_`:4 ; 4 •. -� \\/\\/\\/ 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 otl0000000asQ° Header ogSo°a°° Sil Joist Thermal Barrier* ogoo, (as required by Exterior Grade °ooao, local code) 0000° SES Foam 0.5 Ib Spray BoSa. 1 Footer` 6"Min Vapor BE crier *Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. o 00000 0000000°0 0°0°° ° °O0°o SES Foam 0.5 lb Spray 000° 00 ° °00000000 00 000 0 0 0 Roof Sheathing 0 000 0 00 00° V , ° 0000 00000° n Truss Top Cord/ ° ° Rafter 0°000°0°° °°°° nnnnnn ".0 nnnnnn nnnnnn o° n nnnnnn '\, Thermal Barrier' (as required by local code) Note:Local building code may Note- the use of a vapor retarder n cold climate zones. Ceiling/Thermal Barrier *Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812 0 0 000 0000 SES Foam 0.5 Ib SprayO O O O 00 O O O to specified thickness. O O O O O O 0000 O Roof Sheathing 0 O 0 O 0000000 Thermal Barrier as Rafter O()O O 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 'FLORIDA PR , , . . . . , . Gulf a SUPPLY & MANUFACTURING 26,GA. GULFLOKw 16." WIDE ROOF PANEL OVER 1582!* PLYWOOD FLORIDA PRODUCT APPROVAL NO. 116.. DE TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. GulfLokT M 16" Wide Roof Panel over 15132"Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. �►� 1 1�,,, 14429 SW 2nd Place, Suite G30 PN1EL S Newberry, FL 32669 '- �. sF•.2 . *; No. 7,5.519 Engineer Evaluator: Dan Kuhn, P.E. #75519 STATE OF Q Florida Evaluation ANE ID: 10743 0,�.• "IN Validator: 's10NAL ENG `• Locke Bowden, P.E. #49704 06/;�11zo�5 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.16 R2•JUNE 15,2015 PRODUCTEVALUATION REPORT i FLORIDA R. . ® APPROVAL Gulf ®as SUPPLY & MANUFACTURING 26'GA. GULFLOI" 16"W,110 ROOF PANEL,OVER 158r'PLYWOOD LF FLORIDA PRODUCT APPROVAL NO. 11651.16 R+3 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15h2" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures Roof Areas Assembly A Assembly B Assembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Spacing Sealant No Yes No Panel Clip No No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT.EVALUATION REPORT FL'OR;13DA,.P.RODUCT-APP'ROVA'L G61iCozk SUPPLY & MANUFACTURING AIM FL-ARIDA PR�DU T APPROVAL NG,. 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. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 1 2/1 2201 2 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)-Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 n1b UAT . . FLORIDA . . , , APPROVAL G61icoakt SUPPLY & MANUFACTURING Ilk QULP,LOK7 FLORIDA PRODUCT APPROVAL NO. 11651.16 0M TM Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.16 R2•JUNE 15,2015 NEED ® . ® . P • Gull 'CoA SUPPLY & MANUFACTURING a �, F L R I�®1=\ P R�®Q�U CST P�P'R®11A� N•O. 116'51.16 R;2 a TM ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood °Baild[n s�hauin a"Roof_Mean Hel ht<20 0`�}Roo�f�Slo e' 2'/�1°�2 �`Y72 %1�2``Gable'or Ni Roof,WIndS eeds 120 � `�'`�'` �1 SOm h fx"osg re C Risk�Cate"o�.-fl, Enclosetl�Bulld n`p f�ased�on F or da,Buildin t Cade p0'1�4 �� '� 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 T'sCQX ZONE1 (1)#1072x1 ASSEMBLY A ASSEMBLY A ASSEtv16LY ASSEMBLY A ASSEMBLY�A ASSEMBLY A /aSSEMBLI'A` ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B cix „ ; , ZONE 3 (1)#10 12x1 PLYWOOD ASSBLY A ASSEMBIYA ASSEMBLYM ASSEMBL>°YOB ASSEMBLY B ASSEMBLY B ASSOw EMBLYBq 1.)PANEL DESCRIPTION: GULFLOK TM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, '/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5%"O.C.ASSEMBLY A,-121.75 PSF AT 51/a"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51/a"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING:MIN.15/x2" 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 /ZZONE 3 ONE 2 HIP ROOF a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be �`j 1 — ----fa less than either 4%of the minimum width of the building or 3 feet. — ---------------- ASSEMBLY I\\ \ RIDGE 16"COVERAGE \ ---------- ZONE 1 --------- ZONE1 \\ \\\ I i \ � \ (1)#10-12 X 1-TYPE A PANCAKE i----`---------- SPACING:SEE UPLIFT TABLE —EAVE ASSEMBLY B ZONE 2 GABLE ROOF 1/4"-5/16°DIAMETER BEAD OF TITESOND SEALANT - -- -----------------! �a I I I I (1)#10-12 X 1"TYPE A PANCAKE RIDGE SPACING:SEE UPLIFT TABLE ----- — -------------- �a ASSEMBLY C W/CLIP \,"I - --------------------4 Gullok-CLIP 24 GA. ZONE 1-------------------- �(1) 0-12X1"TYPEAPANCAKE SPACING:SEE UPLIFT TABLE ZONE3 �-EAVE FL#11651.16 R2•JUNE 15,2015 �.' ® 0 ®a...lv�.'� ��I. �� Q�s�• ® ®s ® ' Q o a � �a't :.'rte 3 e� � #x` ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J180260 - Lot 95 New-Ashley Casey MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Lot 95 New Model: Tampa,FL 33610-4115 Lot/Block: 95 Subdivision: ABCC Address: 1717 Maritime Oaks Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Jeffrey K. Hulsberg License#: 33152 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet. conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T13911320 1 CO 4/30/18 SHOP DRAWING REVIEW DISPOSITION ATTENTION:Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop ® ® �drawings.Contractorshall determine and verify all field measurements. APPROVED ❑ RETURNED FOR CORRECTION ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL ETTER COMMENTS / BY DATE S '20 HULSBERG ENGINEERING,INC. FL CERT.25846 11481 ST.AUGUSTINE RD.#202 JACKSONVILLE, FL 32258 The truss drawing(s)referenced above have been prepared by MiTek 1 111/ �� USA,Inc.under my direct supervision based on the parameters `.`% S A. provided.by Manning Building Supplies. �' C E S •:9,�i�e.� Truss Design Engineer's Name: Albani, Thomas ? 0 380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE' The seal on these truss component designs is a certification = ' that the engineer named is licensed in the jurisdiction(s)identified and that the 1- 0%e ' STA E OF :��o designs comply with ANSI/TPI 1. These designs are based upon parameters T'• A- P,.' o� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were eeee�s• O R I Q� �N,�� given to MiTek. Any project specific information included is for MiTek's customers � S�'"""•�� `�` file reference purpose only,and was not taken into account in the preparation of �i,��0N 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.Alban PE No.39380 should verify applicability of design parameters and properly incorporate these designs Mrrek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: April 30,2018 Alban,Thomas 1 of 1 Job Truss Truss Type City Ply Lot 95 New-Ashley Casey ' 713911320 J180266 C01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Apr 30 10:13:15 2018 Page 1 I D:BCOBNBW Uh4w5N 1jkPpdJcEzNTEu-BloJbl W 82h11 N HYHxJM?buHO_P_z7nrU 1 FC_OBzLZ90 i 1-111-0 2--101--00 i --101--00 i 7.11-0 1187-4 112-9-4 15-1-B1 2 8-68-4 22-62-12 25-11-0 1-1 2-0-0 2 2.4- 3--8 3- -8 3.8-4 Scale=1:45.5 5x5= 5x5= 3x6 11 5x5= 5x8= 6x10= 3x6 11 8x12= 3x6 11 6x6= 1 25 2 3 4 5 6 26 7 8 9 27 10 c r 2 19 F1io 6x8=29 21 30 20 31 P,n H H n On P nnnn L4nn0 4x10= BA= MIA 24 28 23 NAILED NAILED 6x10— 1832 33 17 16 15 34 14 35 36 1337 38 39 12 40 41 42 43 11 6x6= 3x5 II 3x8 11 HTU26 8x8= 6x10= HTU26 3x8 11 HTU26 8x10= HTU26 4x10 11 SUR26 HTU26 HGUS28-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HGUS26-2 HTU26 HTU26 12-9-4 1-11-0 3-11-0 5-11-0 7-11-0 11-7-4 12-0-8 15-1-12 18-Bd 22-2-12 25-11-0 1-11-0 2-0-0 2-0-0 '2-0-0 3-8-4 0-11-4 2-0-8 3.6-8 3-6-8 3-Bd 0-2-12 Plate Offsets(X,Y)-- [8:0-4-8,0-6-0],[11:Edge,0-3-8],[12:0-5-0,0-5-4],[13:0-6-0,0-1-8],[16:0-3-8,0-4-8],[18:0-5-4,0-1-8],[19:0-7-8,0-2-8],[20:0-3-8,0-5-4],[22:0-5-8,0-3-0], f24:0-3-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.07 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 13 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:476 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, BOT CHORD 2x8 SP DSS`Except` except end verticals. , 2-23:2x4 SP No.2,5-18:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 9-0-0 oc bracing:20-21 OTHERS 2x8 SP DSS 6-0-0 oc bracing:16-18 LBR SCAB 15-17 2x8 SP DSS both sides 5-11-1 oc bracing:14-16. WEBS T-Brace: 2x4 SP No.2-8-14 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 24=1665/0-5-8,11=5337/0-5-8,16=1 3267/(0-5-8+bearing block) (req.0-6-11) Max Horz 24=-78(LC 4) Max Uplift 24=-1 452(LC 4),11=-1124(LC 5),16=-3781(LC 5) Max Grav 24=2142(LC 26),11=5337(LC 1),16=13267(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1457/846,1-2=-1569/892,2-3=-3179/1777,3-4=-3179/1777,4-5=4284/2475, 5-6=-1762/1151,6-7=-633/398,7-8=-633/398,8-9=-5702/1113,9-10=-5702/1113, 10-11=-4031/827 BOT CHORD 22-23=-237/267,2-22=-1036/536,21-22=-982/1701,20-21=2432/4297, 19-20=1552/2607,18-19—16217272,5-19=-356/329,14-16=-4100/1560, 13-14=-1076/6353,12-13=-1076/6353 WEBS 2-21=-989/1793,7-14=-218/436,8-14=-7278/1969,8-13=-1017/4605,8-12=-786/411 10-12=-1331/6725,1-22=-1170/2013,4-21=-1378/851,4-20=-571/638,5-20=-1053/2041, 6-14=-1407/6444,6-16=-8149/2439,16-19=-4437/1651,6-19=-2900/6261 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,2x8-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc,2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Scab(s)15 to 17 to provide bearing enhancement at jt.16,a cluster of 16(total in each face)evenly spaced-1 Od(0.131"x3")nails Thomas A.Albani PE No.39380 are required within 12"of It.16.Bearing is assumed to be SP DSS. MiTek USA,Inc.FL Cert 6634 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. 6904 Parke East Blvd.Tampa FL 33610 II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber Date: DOL=1.60 plate grip DOL=1.60 April 30,201 E 5)Provide adequate drainage to prevent water ponding. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design vaild 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 bracingMiTek' Is always required for stability and to prevent 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 Ply Lot 95 New-Ashley Casey ` T13911320 J180260 C01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Apr 30 10:13:15 2018 Page 2 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-BloJbIW82hll NHYHxJM?buHO_P_z7nrU1 FC_OBzLZ90 NOTES- 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=lb)24=1452,11=1124,16=3781. 9)Use Simpson Strong-Tie SUR26(6-1 Od Girder,6-1 Odxl 1/2 Truss)or equivalent at 0-1-12 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 7-3-9 oc max.starting at 1-3-3 from the left end to 24-6-12 to connect truss(es)to front face of bottom chord. 11)Use Simpson Strong-Tie HGUS28-2(36-1 Od Girder,12-1 Od Truss)or equivalent at 6-7-8 from the left end to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,6-1 Od Truss)or equivalent at 18-0-8 from the left end to connect truss(es)to back face of bottom chord. 13)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 0dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 19-1-0 from the left end to 25-1-0 to connect truss(es)to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 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=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-10=-54,23-24=20,19-22=-20,11-18=-20 Concentrated Loads(ib) Vert:24=-305(F)13=-1249(F)17=-1249(F)28=-1 6(F)29=-51(F)30=-125(F)31=-2672(F)32=-1261(F)33=-1261(F)34=-1249(F)35=-1249(F)36=-2269(B) 37=-406(B)38=-1261(F)39=-406(B)40=-1 264(F)41=-406(6)42=-1264(F)43=-409(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with 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 p�T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -9V 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property s/ Center plate joint unless x,y p y 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing,is always required. See BCSI. ci-z c23 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves o WEBS b 4 may require bracing,or alternative Tor I v p bracing should be considered. O pp U 3. Never exceed the design loading shown and never n a stack materials on Inadequately braced trusses. a0 4. Provide copies of this truss design to the building For 4 X 2 orientation,locate C7-8 C6-7 C5b designer,erection supervisor,property owner and plates 0-110 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. • The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracing 10 ft.spacing, 9 Y 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. .Eu 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Bill is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MITek" ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek 0 F F 1 E C4 0 P RE: A 80260 - Lot 95 New- Ashley Casey MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Lot 95 New Model: Tampa,FL 33610-4115 Lot/Block: 95 1 Subdivision: ABCC Address: 1717 Maritime Oaks Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Jeffrey K. Hulsberg License #: 33152 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 69 individual, dated Truss Design Drawings and 0 Additional§' ng�. o M With my seal affixed to this sheet, I hereby certify that I am the Truss Design En in��rr[d t% iadeksh conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engi_eri gaa. Q K No. Seal# Truss Name Date No. Seal# Truss Name Date d� R � N w 1 T13872378 A01 4/25/18 18 T13872395 D10 4/25/18 HE o z O d. CL CL .� W LL 2 T13872379 A02 4/25/18 19 T13872396 D11 4/25/18 0 �, � w o 0 3 T13872380 B01 4/25/18 20 T13872397 D12 4/25/18 N y 14 1 713872381 1 B02 4/25/18 121 1 713872398 1 D13 4/25/18_, __ N 15 1 T13872382 1 B03 14/25/18 122 1 T13872399 1 E01 14/25 o f z 6 T13872383 1 B04 14/25/18 123 1 T13872400 1 E02 1 4/25/18 a o a s z 00N 17 1 T13872384 1 C01 14/25/18 124 1 T13872401 1 E03 14/25 L,L w z C 18 1 T13872385 1 CO2 14/25/18 125 1 T13872402 1 G01 1 4/25/18. 3 o z o z N 19 1 T13872386 1 DO 14/25/18 126 1 T13872403 1 G02 14/25/18 a zLd 110 1 T13872387 1 D02 14/25/18 127 1 T13872404 1 G03 14/25/18 o _ o L "' 11 T13872388 1 D03 14/25/18 128 1 T13872405 1 G04 14/25/18 "p z U "� o a a'z OI C t/l W~z 4/25/18 129 1 T13872406 1 G05 1 4/25/18 1 ~ " m Ne 12 713872389 D04 .3 a �?0Ne 113 1 T13872390 1 D05 14/25/18 130 1 T13872407 1 G06 4/25/18 1 z ; _ 14 1 T13872391 D06 4/25/18 131 1 T13872408 1 G07 4/25/18 115 1 T13872392 1 D07 14/25/18 132 1 T13872409 1 G08 14/25/18 116 1 T13872393 1 D08 14/25/18 133 1 T13872410 1 G09 14/25/18 117 1 T13872394 1 D09 14/25/18 134 I T13872411 I J01 14/25/18 The truss drawing(s)referenced above have been prepared by MiTek %► rrrr,��, USA,Inc. under my direct supervision based on the parameters %``, provided by Manning Building Supplies. �e`�� , .N S�•;92i'' Truss Design Engineer's Name: Albani, Thomas 0 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification �z �'. that the engineer named is licensed in the jurisdiction : S ATE OF s)identified and that the � designs comply with ANSI/TPI 1. These designs are based upon parameters .(�•• �` Q � e� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ✓�� • O R \'D."* G�`e` given to MiTek. Any project specific information included is for MiTek's customers ��SS'/ •�� > file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Jill j1t�o��` parameters or the designs for any particular building. Before use,the building designer Thomas A.Albans PE No.39380 should verify applicability of design parameters and properly incorporate these designs Mlrek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 Albani, Thomas 1 of 2 t 7 RE: J180260 - Lot 95 New- Ashley Casey Site Information: Customer Info: Riverside Homes Project Name: Lot.95 New Model: Lot/Block: 95 Subdivision: ABCC Address: 1717 Maritime Oaks Dr City: Atlantic Beach State: FL No. I Seal# Truss Name I Date 135 IT13872412IJ02 4/25/18 136 I T13872413 I J03 14/25/18 1 137 I T13872414 I J04 14/25/18 1 138 I T13872415 I J05 14/25/18 1 139 I T13872416 I J06 14/25/18 140 I T13872417 I J07 14/25/18 141 I T13872418 I J08 14/25/18 142 I T13872419 I J09 14/25/18 143 I T13872420 I J 10 14/25/18 144 I T13872421 I J 11 14/25/18 145 I T13872422 I J12 14/25/18 146 I T13872423 I J13 14/25/18 147 I T13872424 I J14 14/25/18 148 I T13872425 I J 15 14/25/18 149 IT13872426IJ16 14/25/18 150 I T13872427 I J17 14/25/18 151 I T13872428 I J 18 14/25/18 152 I T13872429 I J 19 j 4/25/18 153 I T13872430 I J20 14/25/18 154 I T13872431 I J21 14/25/18 155 I T13872432 I J22 14/25/18 156 I T13872433 I J23 14/25/18 157 I T13872434 I J24 14/25/18 1 158 I T13872435 I J25 14/25/18 159 I T13872436 I J26 14/25/18 160 I T13872437 I J27 14/25/18 161 I T13872438 I J28 14/25/18 162 !T13872439 1 J29 14/25/18 163 I T13872440 I J30 14/25/18 164 I T13872441 I J31 14/25/18 165 1 T13872442 1 P01 14/25/18 166 1 T13872443 1 P02 14/25/18 167 1 T13872444 1 P03 14/25/18 168 1 T13872445 1 PO4 14/25/18 69 I T13872446{P05 14/25/18 2of2 Job Truss Truss Type q Qty Ply I Lot 95 New-Ashley Casey 713672378 J180260 A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:37 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-GB_ULO_wRV1 bvodLciefRxlJcuYXHYOsAb8YrFzNDla 7-0-0 10-11.0 17-11-0 7.0-0 3-11-0 7-0-0 4x7= Special Scale 1:37.8 Special NAILED 4x4= = 3 17 4 nn F 7.00 12 co 5x5 i 5x5 m 2 5 n 1 6 J,1 188 19 7 20 5x12 11 2x4 11 NAILED 3x4= 5x12 I1 Special Special Special Special 7-0-0 10-11-0 17-11-0 7-0-0 3-11-0 7-0-0 "Special"indicates special hanger(s)or other connection device(s)required at location(s) shown.The design/selection of such special connection device(s)is the responsibility of others.This applies to all applicable truss designs in this job. Plate Offsets(X Y)-- [1:0-4-12,0-0-51,[3:0-5-4,0-2-01,16:0-9-10,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.06 6 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:106 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=1533/0-5-8,6=1533/0-5-8 Max Horz 1=-82(LG 6) Max Uplift 1=-541(LC 8),6=-541(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2160/837,3-4=-1794!755,4-6=-2162/837 BOT CHORD 1-8=-632/1775,7-8=-637/1792,6-7=-632/1777 WEBS 3-8=-152/631,4-7=-152/636 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. 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 100 lb uplift at joint(s)except Qt=1b) 1=541,6=541. 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)271 Ib down and 293 Ib up at 7-0-0,and 271 Ib down and 293 Ib up at 10-11-0 on top chord,and 258 Ib down and 127 Ib up at 6-9-14,327 Ib down and 152 Ib up at 7-2-2,and 327 Ib down and 152 Ib up at 10-8-2,and 258 Ib down and 127 lb up at 11-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Thomas A.Albani PE No.39380 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: Uniform Loads(plf) April 25,2018 Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 ®WARNfPYCVeirTy ,��b5�am ��a�RE7l��E79I1{a��1111�M/�Z�I )7TEl� ��EEIa�✓�'A�I � R)e/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 MiiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erectlon and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSO-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 i, i Qty Ply Lot 95 New-Ashley Casey 713872379 Jf 80260 A02 Common 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:38 2018 Pagel I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-kNYsYk?YCp9SXxCXAQ9u_91 a6HncOyV?PFt6NizN DIZ 4-7-8 8-11-8 13-3-8 17-11-0 4-7-8 4-4-0 4-4-0 4-7-8 4x4= Scale=1:39.1 3 7.00 12 10 11 3x8 i 3x8 2 4 9 12 1.5x4 II 1.5x4 I 5 1 11 1" 7 8 3x5= 6 3xB= 3x5= 8-11-8 17-11-0 r 8-11-8 8-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.24 7-8 >874 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight:101 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 2-2-0 oc bracing. REACTIONS. (Ib/size) 8=65210-5-8,6=652/Mechanical Max Horz 8=-134(LC 10) Max Uplift 8=-127(LC 12),6=-127(LC 12) FORCES. (lb)-Max.Comp./Mau.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-650/209,3-4=-650/209 BOT CHORD 7-8=-165/613,6-7=-161/613 WEBS 3-7=-100/406,2-8=-639/176,4-6=-639/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. 11;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 8-11-8,Exterior(2) 8-11-8 to 11-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 8=127,6=127. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrE.Y REFERANCE PAGE MI1-7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Idt 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,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f , Qty Ply Lot 95 New-Ashley Casey T13872380 J180260 B01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:38 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJeEzNTEu-kNYsYk?YCp9SXxCXAQ9u_91euH?V01 V?PFt6NizN DIZ 11-9-12 11-9-12 Scale?=1:19.0 2.50 F12 6 15 5 4 3 14 47= 2 1 F1 H Li Li Ll 13 12 It 10 9 8 5x8= Plate Offsets(X Y)-- [1:0-1-13,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-8-0 REACTIONS. All bearings 11-9-12. (lb)- Max Horz 1=99(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)8,9,10,11,12,13 Max Grav All reactions 250 Ib or less at joint(s)8,1,9,10,11,12,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=2ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-8-0 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 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,9,10,11,12, 13. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 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 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPI l Quality Criteria,DSB-89 and BCSI 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 ;_ city Ply Lot 95 New-Ashley Casey 713872381 J180260 B02 Monopitch 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:39 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-Da6Em4?Az6HJ85njj7g7W Mgi]hFVIOm9evdfv8zN DIY 6-0-6 12-0-12 6-0-6 6-0-6 3x4= Scale=1:24.4 40= 3 2.50 FIT 3X4__ 2 9 N O) 3x5= r" 1 8�0 5 4 111 6 3x8= 3x4= 1.5x4 II 6-0-6 12-0-12 6-0-6 6-0-6 Plate Offsets(X,Y)-- (5:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:66 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. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 6=435/0-3-8,8=414/0-3-8 Max Horz 6=80(LC 12) Max Uplift 6=-107(LC 8),8=-131(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-721/166,4-7=-68/297,3-7=-68/297,1-6=-379/142 BOT CHORD 4-5=-212/678 WEBS 2-4=-662/217,1-5=-115/570,3-8=-417/132 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.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-8 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)Bearing atjoint(s)8 considers parallel to grain value using ANSI/TP 1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 6=107,8=131. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®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 property incorporate this design Into the overall A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Irusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type i , Qty Ply Lot 95 New-Ashley Casey 713872382 J180260 B03 Monopitch 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:40 2018 Page 1 1 D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-hmgczQOpkQPAmFLwHgCM3aNxB5TGU uiItZMCSazN DIX 3-9-4 7-7-12 11-9-12 3-9-4 3-10-8 4-2-0 1.5x4 11 Scale=1:22.7 4 T 2.50 12 3x4= 11 3 3x5= 10 2 m 3x4 1 0 3x6= 6 5 3x5= o 3x4= 8 g 3x5= 1.5x4 11 3-9-4 7-7-12 11-9-12 3-9-4 3-10-8 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Jac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight:62 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 2-2-0 oc bracing. REACTIONS. (Ib/size) 5=426/Mechanical,9=426/0-3-8 Max Harz 9=11 O(LC 9) Max Uplift 5=-126(LC 8),9=-1 12(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-662/203,2-3=-686/190,1-9=-4071157 BOT CHORD 6-7=-387/984,5-6=-252/651 WEBS 1-8=-174/593,3-5=-704/238,3-6=-12/256,2-6=-344/139 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Dpsf;h=25ft;B=45ft;L=24ft;eave=4ft;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 11-8-0 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 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 girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=126,9=112. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 o_ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. Design valid for use only with MlTek-0 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 fabricaliom storage,delivery,erection and bracing of trusses and tam 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 Lot 95 New-Ashley Casey 713872383 J180260 B04 Monopitch Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:41 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-9yE?Am1 RVkX1 OPw6rYjbbnw7BVg7DHkR5D6m_1zNDIW 3-9-4 7-7-12 11-9-12 3-9-4 3-10-8 4-2-0 1.5x4 11 Scale=1:22.7 4 2.50 F12 3x4= 3 3x6 2 0 C6 3x4 1 lit FIH 3x10= 10 6 11 5 0 0 HTU26 3x6= HTU26 5x5= 8 HTU26 HTU26 9 3x6 1.5x4 it 3-9-4 7-7-12 11-9-12 J 3-9-4 3-10-8 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.51 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 I Code FBC2017ITP12014 Matrix-MSH Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, BOT CHORD 2x6 SP No.2'Except` except end verticals. 8-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:7-8. REACTIONS. (Ib/size) 5=2289/Mechanical,9=1100/0-3-8 Max Harz 9=109(LC 5) Max Uplift 5=515(LC 4),9=-254(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1977/453,2-3=-2961/670,1-9=-1073/266 BOT CHORD 7-8=-489/129,6-7=-821/3417,5-6=-650/2877 WEBS 1-8=-428/1880,3-5=-3099/725,3-6=-316/1644,2-6=-554/175 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:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)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;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 5=515,9=254. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-1-8 oc max. starting at 5-6-8 from the left end to 11-8-0 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-4=-54,8-9=-20,5-7=20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(lb) Date: Vert:5=-639(F)6=-632(F)10=-632(F)11=-632(F) April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Lot 95 New-Ashley Casey T13872384 J180260 C01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:43 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-5LLIbR3h1 Lnidj4Uyzl3hC?PCIYuh73kZXbt2vzNDIU 1-11-0 3-11-0 5.11-0 7-11-0 11-7-4 15-1-12 _ 18-8-4 22-2-12 25-11-0 r 1-11-0 ' 2-0-0 2-0-0 2-0-0 3-6-8 3-6-8 3-8-4 Scale=1:45.3 5x5= 5x5= 3x6 II 5x5= 6x6= 5x12= 3x6 11 10x10 = 3x6 I 5x5 1 24 2 3 4 5 6 25 26 7 8 9 27 10 lin P21 18 Rn o 6x8=29 20 30 19 31 0 4x10= 8x8= 23 28 22 NAILED NAILED 6x12= 1732 33 76 34 35 15 14 36 37 1338 39 40 12 41 42 43 44 11 6x6= 3x5HGUS28-2 13x8 11 HTU26 5x5= 10x10=HTU26 3x8 II HTU26 8x8= HTU26 3x5 SUR26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HGUS26-2 HTU26 HTU26 1-11-0 3-11-0 5-11-0 7-11-0 11-7-4 15-0-0 15-112 18-8-4 22-2-12 25-11-0 1-11-0 2-0-0 2-0-0 2-0-0 3-5-4 3-4-12 0- -12 3-6-8 3-6-8 Plate Offsets(X Y)-- [B:0-4-12 0-6-01 [12:0-4-0 0-5-81 [13:0-5-12 0-1-e1 [17:0-5-8,0 1-81,X18:0-7-8,0-3-01,[19:0-3-8,0-5-81,[21:0-5-8,0-3-01,[23:0-3-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.13 18-19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 11 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:472 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x8 SP DSS`Except` except end verticals. 2-22:2x4 SP No.2,5-17:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 7-6-7 oc bracing:19-20 OTHERS 2x4 SP No.2 7-10-14 oc bracing:18-19. WEBS T-Brace: 2x4 SP No.2-8-15,6-15 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,61n o.c.,with 31n minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 23=2493/0-5-8,11=3575/0-5-8,15=14200/(0-5-8+bearing block) (req.0-7-3) Max Horz 23=78(LC 20) Max Uplift 23=-1718(LC 4),11=-655(LC 5),15=-3988(LC 5) Max Grav 23=2904(LC 26),11=3575(LC 1),15=14200(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2206/1107,1-2=-2398/1176,2-3=-5115/2450,3-4=-5115/2450,4-5=-7346/3517, 5-6=-5986/2603,6-7=-2193/5773,7-8=-2193/5773,8-9=-3192/446,9-10=-3192/446, 10-11=-2328/374 BOT CHORD 21-22=-236/264,2-21=-1 745/763,20-21=-1290/2601,19-20=-3475/7346, 18-19=-2979/6781,17-18=-313/1626,16-17=-384/1139,15-16=0/259,13-15=-108/1053, 12-13=-108/1053 WEBS 2-20=-1419/3113,7-15=-1340/402,8-15=-8241/2189,8-13=-805/3711,8-12=-1004/2583, 10-12=-538/3742,1-21=-1546/3093,4-20=-2744/1302,4-19=-846/1553,5-19=-603/718, 6-15=-7162/2640,6-16=-315/1705,16-18=-1020/456,6-18=-2814/6284 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,2x8-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc,2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)2x8 SP DSS bearing block 12"long at jt.15 attached to each face with 4 rows of 1 Od(0.131"x3")nails spaced 3"o.c.16 Total fasteners per block.Bearing is assumed to be SP DSS. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=26ft;eave--ift;Cat. Thomas A.Alban[PE No.39380 Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber MiTek USA,Inc.FL Cert 6634 DOL=1.60 plate grip DOL=1.60 6904 Parke East Blvd.Tampa FL 33610 5)Provide adequate drainage to prevent water ponding. Date: 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. April 25,2018 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 Qj�jtWAWpA geslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeW connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pp��g building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Bye ffek' is always required for stability and to prevent collapse with 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/TPI I Quality Criteria,DSB-89 and BCSI 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 1 Qty Ply Lot 95 New-Ashley Casey T13872384 J180260 C01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:43 2018 Page 2 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-5LLIbR3h1 Lnidj4Uyz13hC?PCIYuh73kZXbt2vzNDIU NOTES- 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)23=1718,11=655,15=3988. 9)Use Simpson Strong-Tie SUR26(6-10d Girder,6-10dx1 1/2 Truss)or equivalent at 0-1-12 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 7-3-9 oc max.starting at 1-3-3 from the left end to 24-6-12 to connect truss(es)to front face of bottom chord. 11)Use Simpson Strong-Tie HGUS28-2(36-1 Od Girder,12-10d Truss)or equivalent at 6-7-8 from the left end to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,6-1 Od Truss)or equivalent at 18-0-8 from the left end to connect truss(es)to back face of bottom chord. 13)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 19-1-0 from the left end to 25-1-0 to connect truss(es)to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-54,22-23=-20,18-21=-20,11-17=-20 Concentrated Loads(lb) Vert:23=-305(F)13=-1249(F)28=-16(F)29=-51(F)30=-125(F)31=-2672(F)32=-1261(F)33=-1261(F)34=-1249(F)35=-1249(F)36=-1249(F)37=-2269(B) 38=-406(B)39=-1261(F)40=-406(B)41=-1264(F)42=-406(B)43=-1264(F)44=-409(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK 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 M!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of trusses and buss systems,seeANSI/TPI l 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 Qty Ply Lot 95 New-Ashley Casey T13872385 J180260 CO2 Roof Special Girder 1 2 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:44 2018 Page 1 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-ZXv7pn3JofvbFsfhW gGl DQYeOix6QgHunBKQbLzN DIT 2-11-03-11-0 7-0-8 2-11-0 1-0-0 3-1-8 1.5x4 11 3x4= Scale=1:20.6 1 3x5= 2 3x4= 3 4 71 5x8=7 1 5x8= 710 o 11 9 6 12 10 HTU26 3x10 II 3x8 11 HTU26 5 4x4= HTU26 4x4= HTU26 2-11-03-11-0 7-0-8 2-11-0 1-0-0 3-1-8 Plate Offsets(X,Y)-- (7:0-1-12,0-2-41,(8:0-5-4,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.02 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.03 5 n/a n/a BCDL .10.0 Code FBC2017lTPI2014 Matrix-MP Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 9-10,5-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 10=2511/0-5-8,5=2996/0-5-8 Max Harz 10.85(LC 4) Max Uplift 10=-553(LC 4),5=-648(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1533/361,1-2=-2512/582,2-3=-2130/484,3-4=-2083/473,4-5=-1333/335 BOT CHORD B-9=-314/1627,2-8==179/560,7-8=-645/2609,6-7=-174/937 WEBS 1-8=-645/2898,2-7=-744/189,4-7=-575/2433 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 0-5-0 oc,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)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=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 100 Ib uplift at joint(s)except Gt=1b) 10=553,5=648. 8)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-1-0 oc max. starting at 0-10-4 from the left end to 6-10-12 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6604 Parke East Blvd.Tampa FL 33610 Vert:1-4=-54,9-10=-20,7-8=-20,5-6=-20 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate This design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss 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 Lot 95 New-Ashley Casey T13872385 J180260 CO2 Roof Special Girder 1 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:44 2018 Page 2 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-ZXv7pn3JofvbFsfhW gGl DQYeOix6QgHunBKQbLzN DIT LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5=12588 9=-1249(F)11=1252(F)12=1249(1`) ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate This design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,ereclion and bracing of trusses and truss systems,seeANSI/TPI I Quality Criterio,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 r Qty Ply Lot 95 New-Ashley Casey T13872386 J180260 D01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:48 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-SI9ee96gstP1 kUzSIW LEOGi6sJFJMKATipddk7zNDIP 2-5-8 7-0-0 12-8-0 74-2-3, 18-4-0 21-0-13 23-3-8 28-3-0 35-3-0 2-5-8 46-8 5-8-0 1-6-3 4-1-13 2-8-13 2-2-11 4-11-8 7-0-0 Scale=1:72.7 5x8 NAILED NAILED NAILED NAILED Special = NAILED NAILED NAILED NAILED 1.5x4 II NAILED 5x5= NAILED NAILED 5x8= 7.00 12 21 3 22 23 24 254 26 27 28 5 2930 31 32 33 6 NAILED 5x5 i 20 5x5 i 2 5x5 1 7 0 of 0 0 LW 22 EE9 v 17 1 Io 34 35 16 36 37 38 15 39 40 46 47 48 49 §Q 52 3x6 I 19 i84x7= 4x4= NAILED NAILED 8x8 NAILED 123x4 II 4x4= 4x10= NAILED 9 3x10 II 4x7=HTU26 HTU26 NAILED NAILED 5x8= NAILED 5x12= NAILED _ NAILED NAILED 2x4— THJA26 Special 2-5-8 , 7-0-0 12-8-0 14-2-3, 18-4-0 21-0-13 23-3-8 28-3-0 353-0 2 5-8-0 1-6-3' 4-1-13 2-8-13 2-2-11 4-11-8 7-0-0 Plate Offsets(X,Y)-- (3:0-6-0,0-2-4),15:0-2-8,0-3-4j (6:0-6-0,0-2-41,[15:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.18 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.22 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:594 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2*Except` WEBS T-Brace: 2x4 SP No.2-5-15 18-19,12-14:2x4 SP No.2,2-18:2x4 SP 225OF 1.9E Fasten(2X) T and I braces to narrow edge of web with 1 Od WEBS 2x4 SP No.2 (0.131"x3")nails,bin o.c.,with Sin minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):11,13 REACTIONS. (Ib/size) 19=2905/0-5-8.8=2869/0-5-8 Max Harz 19—202(LC 6) Max Uplift 19=-1806(LC 8),8=-1732(LC 8) Max Gram 19=3131(LG 36),8=3172(LC 37) FORCES. ((b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1688/1007,2-3=-3389/1961,3-4=-4294/2458,4-5=-4295/2458,5-6=-4301/2473, 6-7=-319211816,1-19=-3308/1920,7-8=-3116/1733 BOT CHORD 17-18=-2146/1254,2-17=-1991/1073,16-17=-1025/1692,15-16=-1667/2936, 14-15=-2401/4366,13-14=-2312/4044,11-13=-1419/2374,12-14=-104/325, 9-12=-703/1090 WEBS 2-16=-894/1674,9-10=1 132/741,6-10=-728/327,7-9=-1 669/3011,11-12=-784/681, 9-11=-800/1 598,6-13=-1209/2263,5-13=-904/433,4-15=-804/410,3-15=-1032/1993, 1-18=-1562/2706 NOTES- 1)2-ply truss to be connected together with 1 O(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;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 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. Thomas A.Albani PE No.39380 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) Date: 19=1806,8=1732. April 25,2018 9p))Use Q{Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. 11-7473 rev. 12015 RE USE. DG�f¢Ti'(mlol h �Iwith M Tek®connecers and cttors.This d sW NOTES gn Is baassedND ronY pon paLUDED rameters shown,and i for an Individ�buldi g component.not �4 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 fndH:ated Is 10 prevent buckling of individual truss web an/or chord rrrembers only.Additional ternporary and permanent bracirlq MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parka East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and SCSI 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 Lot 95 New-Ashley Casey T13872386 J180260 D01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:48 2018 Page 2 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-SI9ee96gstP1 kUzSIWLEOGi6sJFJMKATipJdk7zNDIP NOTES- 10)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 28-1-4 from the left end to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 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)284 lb down and 317 Ib up at 28-3-0 on top chord,and 325 Ib down and 296 Ib up at 28-5-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-7=-54,18-19=-20,14-17=-20,8-12=-20 Concentrated Loads(lb) Vert:6=-212(B)15=-68(B)4=-109(B)10=-311(B)20=-58(B)21=-13(B)22=-109(B)23=1 09(B)24=-109(B)26=-109(B)27=-109(B)28=-129(B)29=-1 29(B) 31=-129(6)33=-129(B)34=-324(6)35=-239(6)36=-68(6)37=-68(B)38=-68(B)39=-68(B)40=-68(B)41=-48(B)42=-48(B)43=-48(6)45=-48(8)52=-256(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type city Ply Lot 95 New-Ashley Casey 713872387 J180260 D02 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:49 2018 Page 1 I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-wVjOsV7Sd BXuLeXeJDsTwTFOfj W 15vrdxT2BGZzN D IO 2-5-8 9-0-0 13-8-0 14-10-3 18-4-0 20-4-13 26-3-0 30-7-4 353-0 2-5-8 6-6-8 4-8-0 1-2-3 3-5-13 2-0-13 5-10-3 4-4-4 4-7-12 5x8— Scale:3/16"=1' 1.5x4 11 3x4= 5x8= 3 22 23 24 4 5 25 26 27 6 7.00 FIT 3x5 21 7 28 4x7 i 20 29 5x5 i 2 2x4 II 1 8 cr 0 0 1.5x4— v 17 1Io 3x6= 16 30 15 31 91 32 19 18 5x5= 3x8= i3 33 34 10 35 36 9 2x4 11 4x7= 5x5= 4x10= 3x5— 2x4 11 3x4= 2-5-8 9-0-0 14-10-3 18-4-0 20-4-13 26-3-0 35-3-0 2-5-8 6-6-8 5-10-3 3-5-13 2-0-13 5-10-3 9-0-0 Plate Offsets(X Y)-- [3:0-6-0,0-2-41,J6:0-6-0,0-2-41 [16:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.19 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.36 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:279 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 6-10 T-Brace: 2x4 SP No.2-7-9,5-15 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 19=1293/0-5-8,9=129310-5-8 Max Horz 19=226(LC 10) Max Uplift 19=-252(LC 12),9=-252(LC 12) Max Grav 19=1350(LC 17),9=1471(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-758/250,2-3=-1492/450,3-4=-1575/516,4-5=-1 575/516,5-6=-1559/509, 6-7=-1404/419,1-19=-1460/389 BOT CHORD 17-18=-903/304,2-17=-861/322,16-17=-325/869,15-16=-33411290,14-15=-402/161 1, 12-14=-130/475,9-10=-261/905 WEBS 2-16=-92/616,7-10=-44/482,1-18=-334/1196,7-9=-1491/399,6-12=-226/755, 5-12=-426/178,4-15=-325/160,3-15=-163/679,10-14=-265/1067 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 9-0-0,Exterior(2)9-0-0 to 31-2-13,Interior(1)31-2-13 to 35-1-4 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 lost bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 19=252,9=252. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse 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 Lot 95 New-Ashley Casey 713872388 J180260 D03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:50 2018 Page 1 1 D:BcOBN8wU h4w5N 1 jkPpdJcEzNTEu-OhGO3r84OVglzn6rtxNiThoXm7tXgH9mA7oko?zN DI N 6-8-12 11-0-D 17-7-8 1$-4r0 24-3-0 _ 29-7-4 35-3-0 2-5-B 4-3-4 4-3-4 6-7-8 8- 5-11-0 5-4-4 5-7-12 5xB= ,Scale=1:72.4 1.5x4 5x8= 4 23 24 5 25 26 6 27 7.00 12 3x4 i 3x5 223 7 3x4 i 21 28 5x5 i 2 5x5 N 8 0 0 // 1.5x4 a 18 Io ig 4x7= 29 30 17 31 16 32 20 19 6x6= 19 33 12 34 11 10 9 2x4 II 4x7= 2x4 II 4x7= 2x4 11 4x10= 3x4= 3x8= 2-5-8 11-0-0 17-7-8 1 -4 0 24-3-0 29-7-4 33-1-0 35-3-0 2-5-8 8-6-8 6-7-8 8- 5-11-0 5-4-4 3 5-12 2-2-0 Plate Offsets(X Y)-- [4:0-6-0,0-2-41,[6:0-6-0,0-2-41,[17:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.21 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 17-18 >957 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:279 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 2-19:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:18-19 OTHERS 2x4 SP No.2 9-9-2 oc bracing:17-18 2-2-0 oc bracing:16-17. WEBS 1 Row at midpt 6-12 T-Brace: 2x4 SP No.2-5-16 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 20=1287/0-5-8,9=1201/2-5-8,10=99/0-3-8 Max Horz 20=-250(LC 10) Max Uplift 20=252(LC 12),9=-252(LC 12),10=-1(LC 12) Max Grav 20=1407(LC 17),9=1326(LC 18),10=142(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-790/245,2-3=-995/354,3-4=-1 497/476,4-5=-1418/499,5-6=-1 418/499, 6-7=-1363/434,7-8=-1198/339,1-20=-1517/375,8-9=-1 339/372 BOT CHORD 18-19=-904/279,17-18=-360/1281,16-17=-303/1322,15-16=-259/1131,12-13=-23/255, 11-12=-270/980 WEBS 3-18=-770/193,4-17=-38/274,7-12=-37/295,7-11=-540/192,1-19=-302/1188, 8-11=277/1155,5-16=-414/202,6-16=-165/602,4-16=-119/402,12-15=-241/884 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=35ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 11-0-0,Exterior(2)11-0-0 to 29-2-13,Interior(1)29-2-13 to 35-1-4 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=I O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except Qt=1b) Thomas A.Albani PE No.39380 20=252,9=252. MiTek USA,Inc.FL Cert 6634 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE Design valid for use only with 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 pA building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI 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 i i Qty Ply Lot 95 New-Ashley Casey T13872389 J180260 D04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:52 2018 Page 1 I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-K409U W AKv6wTC5GD_MPAY6twFxaSl Ed3dQHrtuzN DI L 2-5-B 2 5-3-4 13-0-0 7.8 :4r0 22-3-0 28-7-4 3--50--04 35-3 -5-B 3-1 -05-3-4 4-7-8 6-4-4 -0 2.2-12 5x5= Scale=1:72.8 3x4= 5x5= 4 5 2324 6 7.00 12 3x5 i 3 25 3x5 7 5x5 i 22 26 3x5 o 5x5�i 2 8 5x5 r 1 9 0 0 Eliv 19 16W 15 Io 3x6= i8 27 17 5x8 MiBSHS I) 21 20 3x4= 3x8= i4 5x8 I I 13 28 12 11 10 2x4 11 5x5= 3x4 11 3x4= 3x4= 3x4= 2x4 I 35-3-0 2-5-6 i 7-842 130-0 i 78-4-0 22-3-0 28-7-4 1 2:4 33;3-0 2-5-8 5-3d 5-3-4 5-4-0 3-11-0 6-4-4 4-5A 0-2 12 2-0-0 Plate Offsets(X Y)-- [4:0-2-8,0-2-11,[6:0-2-8,0-2-11,[16:0-3-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.19 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.43 16-17 >925 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:285 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 15-19,14-16:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 3-10-4 oc bracing:19-20 OTHERS 2x4 SP No.2 6-0-0 oc bracing:11-12. WEBS 1 Row at midpt 6-13 T-Brace: 2x4 SP No.2-3-17,5-17,5-15 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 21=1211/0-5-8,11=1375/0-5-8 Max Horz 21=-273(LC 10) Max Uplift 21=-236(LC 12),11=-268(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-657/231,2-3=-1233/403,3-4=-1176/438,4-5=-949/421,5-6=-804/382, 6-7=-1008/384,7-8=-779/266,1-21=-1274/346 BOT CHORD 20-21=-256/225,19-20=-795/262,2-19=-761/276,18-19=-279f771,17-18=-325/1126, 16-17=-245/961,15-16=-85/308,13-14=-1 60/654,12-13=-177/639 WEBS 2-18=-103/521,4-17=-96/347,6-15=49/271,7-13=-36/295,7-12=-625/220, 1-20=-282/1039,8-12=-245/970,8-11=-1 259/400,5-15=-397/139 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 13-0-0,Extedor(2)13-0-0 to 27-2-13,Interior(1)27-2-13 to 35-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load 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=1 O.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 21=236,11=268. Thomas A.Albani PE No.39380 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek(g)connectors.This design is 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 i 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 thus systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrrss Plate Institute,218 N.Lee Street•Suite 312•Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey T1387239D J180260 D05 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:53 2018 Pagel I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-oGyXisAygP2KgFrPY3wP5JQ6gKvl l fYCs4OOPKzN DI K 2-5-8 7-5-12 12-6-0 17-7-8 1 -4 0 22-9-0 28-10-4 33-0-4 35-3-0 2-5-8 5-0-4 5-0.4 5-1-B -6- 6-1-4 W. 2-2-12 5x5= Scale=1:71.6 3x4= 5x5= 4 5 6 7.00 FIT 3x5 i 3 P3 3x5 7 5x5 i 22 24 3x5 5x5 i 2 8 5x5 1 9 0 0 v 0 19 16 Io 3x6= 18 25 17 26 21 20 3x4= 3x8= 14 528 II 13 29 12 11 10 2x411 7x10 MT20HS= 4x7= 2x4 11 3x10 3x4= 3x4= 2x4 I = 35-3-0 i 2-5-6 7-5-12 12-6-0 18.4-D 22-9-0 28-1 DA 33-0.4 33r3-0 SO-0 5-10-0 4-5-D 6-1-4 4-2-0 0. 1281 2_ Plate Offsets(X Y)-- [4:0-2-8,0-2-11,[6:0-2-8,0-2-11,(16:0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.51 16-17 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.83 16-17 >473 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-MSH Weight:289 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 15-19,14-16:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row atmicipt 6-13 OTHERS 2x4 SP No.2 T-Brace: 2x4 SP No.2-3-17,5-17,5-15 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) 21=121110-5-8,11=1375/0-5-8 Max Harz 21=267(LC 10) Max Uplift 21=-236(LC 12),11=-268(LC 12) Max Grav 21=1263(LC 17),11=1424(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=712/231,2-3=-1333/402,3-4=-1327/440,4-5=-1106/420,5-6=-927/378, 6-7=-1110/382,7-8=-826/260,1-21=-13631347 BOT CHORD 19-20=-818/262,2-19=-780/275,18-19=-277/819,17-18=-326/1214,16-17=-260/1129, 15-16=-76/383,13-14=-33/505,12-13=-172/680 WEBS 2-18=-107/575,3-18=-290/94,4-17=-98/423,6-15=-48/317,7-13=-42/407, 7-12=-674/229,1-20=-282/1079,8-12=-246/1044,8-11=-1318/397,5-15=-414/150, 13-16=-156/404 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=35ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 12-6-0,Exterior(2)12-6-0 to 27-8-13,Interior(1)27-8-13 to 35-1-4 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 21=236,11=268. Thomas A.Albani PE No.39380 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII--7473 rev.10MMO1S BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type QtyPly Lot 95 New-Ashley Casey 713872391 J180260 D06 Piggyback Base 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:54 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-GSWvvCBbRjABSPOc6nSedXyFAkJOmAeM5kmyxmzND IJ 2-5-8 7-5-12 12-6-0 17-7-8 1 -4 0 22-9-0 28-10-4 35-3-0 2-5-8 5-0-4 5-0-4 5-1-8 8-8 4-5-0 6-1-4 6-4-12 5x8= Scale=1:73.0 1.5x4 5x8= 4 5 6 7.00 12 3x4 i 21 3x5 3 7 3x4 i PO 22 m 5x5 i 2 5x5 �? S t 0 0 v 17 019 4x7= 23 24 4 25 15 19 18 3x4= 4x7= 12 26 2�x4 11 28 10 9 2x4 II 4x7= 2x4 I I 3x10= 3x4= 2x4 I I 3x8= 2-5-5 7-5-12 12-6-0 17-7-8 1 -4 0 22-9-0 28-10-4 35-3-0 2-5-8 5 0-4 5-0-4 5 1-8 8-8 4-5-0 6-1-4 6-4-12 Plate Offsets(X Y)-- [4:0-6-0,0-2-41,[6:0-6-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.33 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.60 16-17 >696 180 BCLL 0.0 Rep Stress incr YES WB 0.40 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:285 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 2-18,13-17:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:17-18. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 6-11 T-Brace: 2x4 SP No.2-7-11,5-15.3-16.3-17 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 19=1293/0-5-8,9=1293/0-5-8 Max Horz 19=-267(LC 10) Max Uplift 19=-252(LC 12),9=-252(LC 12) Max Grav 19=1408(LC 17),9=1398(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7951242,2-3=-1030/361,3-4=-1470/471,4-5=-1284/476,5-6=-1284/476, 6-7=-1339/438,7-8=-1282/352,1-19=-1 5271368,8-9=-1 349/367 BOT CHORD 18-19=-250/220,17-18=-906/282,16-17=-357/1310,15-16=-277/1302,14-15=-241/1116, 10-11=-274/1048 WEBS 4-16=-55/389,7-10=414/185,1-18=-304/1200,8-10=-270/1178,5-15=-314/155, 6-15=-145/527,4-15=-99/296,3-17=-734/187,11-14=-222/896 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 12-6-0,Exterior(2)12-6-0 to 27-8-13,Interior(1)27-8-13 to 35-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 19=252,9=252. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39330 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II-7473 rev.10/033015 BEFORE USE. �' Design valid for use only with MITek©connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pp building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 or trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BC51 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Lot 95 New-Ashley Casey 713872392 J180260 D07 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:55 2018 Pagel I D:BcOBN8wUh4w5N 1 jkPpdJeEzNTEu-If4H6YC DC 1123Z?ofUztAkVQx8hHVdDVJOVVUDzN DI I 6-3-4 12-3-0 17-4-8 22-6-0 28-7-4 35-0-0 6-3-4 5-11-12 5-1-8 5-1-8 6-1-4 6-4-12 5x5= Scale=1:67.7 3x4= 5x5= 316 4 5 7.0D 12 3x5 i 15 17 3x5 2 6 14 18 m i \ 5x5 5x5 i 1 7 0 0 v 13 12 19 11 20 21 10 22 9 8 2x4 I I 3x4= 5x8= 5x8= 3x4= 2x4 11 6-3-4 12-3-0 22-6-0 28-7-4 35-0.0 6-3-4 5-11-12 10-3-0 6-1-4 6-4-12 Plate Offsets(X Y)-- [3:0-2-5 0-2-1) 15:0-2-8 0-2-11 [10:0-4-0 0-3-01 [11:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.48 10-11 >863 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:258 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 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.2-4-11,4-10,6-10 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) 13=1284/Mechanical,8=1284/0-5-8 Max Horz 13=-269(LC 10) Max Uplift 13=-251(LC 12),8=-251(LC 12) Max Grav 13=1330(LC 17),8=1331(LC 18) FORCES. ((b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1178/346,2-3=-1260/430,3-4=-1036/418,4-5—1045/419,5-6=-1271/431, 6-7=-1208/350,1-13=-12721366,7-8=-1272/365 BOT CHORD 11-12=-304/1083,10-11=-278/1141,9-10=-272/983 WEBS 2-12=-450/183,3-11=-80/380,4-11=-277/104,4-10=-261/98,5-10=-81/383, 6-9=-428/178,1-12=-268/1092,7-9=-268/1 100 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=35ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-7-12,Interior(1)3-7-12 to 12-3-0,Extedor(2) 12-3-0 to 27-5-6,Interior(1)27-5-6 to 34-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 13=251,8=251. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® 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 MITek6 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {�I� 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,Sulte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey T13872393 J180260 D08 Piggyback Base 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:56 2018 Page 1 I D:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-DrefKuDrzKQuhia_DBU6iy2b0Y1 XE4VfY2F30fzND I H 6-3-4 12-3-0 17-4-8 22-6-028-5-12 35-0-0 6-3-4 5-11-12 5-1-8 5-1-8 5-11-12 6-6-4 5x5= Scale=1:67.7 3x4= 5x5= 316 4 5 7.00 12 3x5 i 15 17 3x5 Q 2 6 14 18 5x5 i 4x7 r' 1 7 0 0 v 13 12 19 11 20 21 10 22 9 8 2x4 11 3x4= 5x8= 5x8= 3x4= 2x4 II 6-3-4 12-3-0 22-6-0 28-5-12 34-10-0 3579-0 6-3-4 5-11-12 10-3-0 5-11-12 6-4-4 0- -0 Plate Offsets(X Y)-- (3:0-2-8 0-2-1) [5:0-2-8 0-2-11 f10:0-4-0 0-3-0j f11:0-4-D 0-3-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.48 10-11 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:261 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-11,4-10 OTHERS 2x4 SP No.2 Fasten(2X) T and 1 braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 13=1281/Mechanical,8=1281/0-3-8 Max Horz 13=-269(LC 10) Max Uplift 13=-250(LC 12),8=-250(LC 12) Max Grav 13=1328(LC 17),8=1327(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 175/345,2-3=-1256/429,3-4=-1033/417,4-5=1039/418,5-6=-1263/430, 6-7=-1200/349,1-13=-1269/366,7-8=-1264/367 BOT CHORD 11-12=-306/1080,10-11=-278/1137,9-10=-271/975 WEBS 2-12=-448/183,3-11=-80/379,4-11=-274/103,4-10=-263/99,5-10=-81/382, 6-9=-425/173,7-9=-263/1084,1-12=-267/1089 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=35ft;eave=511;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-12,Interior(1)3-7-12 to 12-3-0,Exterior(2) 12-3-0 to 27-5-6,Interior(1)27-5-6 to 34-9-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 011=11b) 13=250,8=250. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn--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 �v 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,DSR-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 Lot 95 New-Ashley Casey T13872394 J180260 D09 PIGGYBACK BASE 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:27:58 2018 Page 1 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-9EIQlaE5VygcwOkN LcW aoN7xYLj?izny?Mk94XzN DI F 6-3-4 12-3-0 17-4-8 22-6-0 28-5-12 34-7-0 6-3-4 5-11-12 5-1-8 5-1-8 5-11-12 6-1-4 4x4= Scale=1:67.5 3x4= 4x4= 316 4 175 7.00 12 3x5 i 15 18 3x5 2 6 14 19 cd m 3x5 i 3x5 m 1 7 N 13 12 20 11 21 22 10 23 9 8 1.5x4 II 3x4= 5x8= 5x8= 3x4= 1.5x4 11 6-3-4 12-3-0 22-6-0 1 28-5-12 34-7-0 6-3-4 5-11-12 10-3-0 5-11-12 6-1-4 Plate Offsets(X Y)-- (10:0-4-0 0-3-01 [11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.48 10-11 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 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. WEBS 1 Row at midpt 4-11,4-10 REACTIONS. (Ib/size) 13=1269/Mechanical,8=1269/Mechanical Max Horz 13=270(LC 11) Max Uplift 13=248(LC 12),8=-248(LC 12) Max Grav 13=1315(LC 17),8=1316(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1164/341,2-3=-1240/424,3-4=-1020/412,4-5=-1014/411,5-6=-1233/422, 6-7=-1139/337,1-13=-1257/362,7-8=-1259/363 BOT CHORD 11-12=-311/1070,10-11=-281/1117,9-10=-264/928 WEBS 2-12=-442/181,3-11=-78/370,4-11=-261/100,4-10—272/104,5-10=-75/366, 6-9=-462,/187,1-12=-26411076,7-9=-26611072 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=35ft;eave=4ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-4,Interior(1)3-7-4 to 12-3-0,Exterior(2)12-3-0 to 27-4-11,Interior(1)27-4-11 to 34-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 13=248,8=248. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE I1411--7473 rev.1010312015 BEFORE USE �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek*building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addtional 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 Tnrss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I + Qty Ply Lot 95 New-Ashley Casey 713872395 J180260 D10 HIP 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek"Industries,Inc. Wed Apr 25 09:27:59 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-dQJoywFjGFoTYAIZuK1 pKag6ll3ERQ05EOTjd_zNDIE 6-3-4 12-3-0 17-4-8 22-6-0 28-5-12 34-7-0 6-3-4 5-11-12 5-1-8 5-1-8 5-11-12 6-1-4 4x4= Scale=1:67.5 3x4= 4x4= 316 4 175 7.00 FIT 3x5 i 15 18 3x5 2 6 19 14 ,a 3x5 i 3x5 m 7 1 N N a 13 12 20 11 21 22 10 23 9 8 1.5x4 11 3x4= 5x8= 5x8= 3x4= 1.5x4 II 6-3-4 12-3-0 22-6-0 28-5-12 34-7-0 6-3-4 5-11-12 10-3-0 5-11-12 6-174 Plate Offsets(X Y)-- [10:0-4-0,0-3-01,[11:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.48 10-11 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:257 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 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. WEBS 1 Row at midpt 4-11,4-10 REACTIONS. (Ib/size) 13=1269/Mechanical,8=1269/Mechanical Max Harz 13=270(LC 11) Max Uplift 13=-248(LC 12),8=-248(LC 12) Max Grav 13=1315(LC 17),8=1316(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1164/341,2-3=-1240/424,3-4=-1020/412,4-5=-1014/411,5-6=-1233/422, 6-7=-1139/337,1-13=-1257/362,7-8=-1259/363 BOT CHORD 11-12=-311/1070,10-11=-281/1117,9-10=-264/928 WEBS 2-12=-442/181,3-11=-78/370,4-11=261/100,4-10=272/104,5-10=-75/366, 6-9=-462/187,1-12=-264/1076,7-9=-26611072 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=35ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-7-4,Interior(1)3-7-4 to 12-3-0,Exterior(2)12-3-0 to 27-4-11,Interior(1)27-4-11 to 34-5-4 zone;cantilever left and right exposed;end vertical left and Fight exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 13=248,8=248. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 i building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and in=systems.seeANSI/TPIl 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 r i Qty Ply Lot 95 New-Ashley Casey 713872396 J180260 D11 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:00 2018 Page 1 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-5ctAAFGLI ZwKAKtmS l Z2toCCo9HuAum ETg DG9QzN D I D 6-0-0 10-3-0 17-4-8 24-6-0 28-9-0 35-0-0 g_ 4-3-0 7-1-8 7-1-8 4-3-0 6-3-0 6x6 Scale=1:62.5 3x8 I I 3x4= 3x8 16x6 3 4 18 5 19 6 20 7 i 7.00 12 3x5 i 3x5 2 8 17 21 16 22 3x6 i 3x8 e? 1 9 0 0 0 v l . , \A 15 14 23 13 24 25 12 26 11 10 1.5x4 II 3x4= 5x6= 5x8= 3x4= 2x4 11 6-0-0 10-3-0 17-4-8 24-6-0 28-9-0 34-10-0 3519-0 r 6-0-0 4-3-0 7-1-8 7-1-8 4-3-0 6-1-0 -0-2-0 Plate Offsets(X Y)-- f3-0-2-1 Edge) 17:Edge 0-3-8) [12:0-4-0,0-3-01, 13:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.38 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.66 12-13 >633 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:264 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, 3-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-13:2x4 SP 225OF 1.9E WEBS T-Brace: 2x4 SP No.2-5-13,5-12 WEBS 2x4 SP No.2*Except* Fasten(2X) T and I braces to narrow edge of web with 1 O 9-10:2x6 SP No.2 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. REACTIONS. (Ib/size) 15=1281/Mechanical,10=1281/0-3-8 Max Horz 15=245(LC 10) Max Uplift 15=-250(LC 12),10=-250(LC 12) Max Grav 15=1324(LC 17),10=1323(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1146/342,2-3=-1253/425,3-4=-1058/401,4-5=1068/403,5-6=1071/404, 6-7=-1059/401,7-8=-1260/427,8-9=-1-171/347,1-15=-1270/370,9-10.1264/372 BOT CHORD 13-14=-301/1029,12-13=-343/1288,11-12=-266/941 WEBS 2-14=-449/184,2-13=-52/294,4-13=-108/502,6-12=-1 07/493,8-12=-49/275, 8-11—429/173,1-14=-263/1057,9-11=-259/1051,5-13=-458/175,5-12=442/168 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-7-12,Interior(1)3-7-12 to 10-3-0,Exterior(2) 10-3-0 to 29-5-6,Interior(1)29-5-6 to 34-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 15=250,10=250. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED wrrEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,etection and bracing of busses 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 r city Ply Lot 95 New-Ashley Casey 713872397 J180260 D12 Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:01 2018 Page 1 I D:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-ZoRYNbG_ot2BnUSy014HP?IShZIbvLgOi KyghszN DIC 4-3-4 8-3-0 14-4-0 20-5-0 26-6-0 30-5-12 35-0-0 4-3-4 3-11-12 6-1-0 6-1-0 6-1.0 3-11-12 4-6-4 Scale=1:61.6 4x4= 3x4= 3x4= 4x4= 3 16 1718 4 5 19 20 21 6 7.00 F12 3x4 i 3x4 �5 7 14 22 1.5x4 1 2x4 II 1 8 co 0 0 0 v 13 23 24 12 25 26 11 27 28 10 29 30 9 3x5= 3x8= 6x6= 3x8= 3x6= 8-3-0 17-4-8 26-6-0 34-10-0 35rQ-0 8-3-0 9-1-8 9-1-8 8-4-0 0- -O Plate Offsets(X Y)-- f 11:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.22 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 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. 8-9:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-12,5-10,2-13,7-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131°x3°)nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 13=1281/Mechanical,9=1281/0-3-8 Max Horz 13=-222(LC 10) Max Uplift 13=-250(LC 12),9=-250(LC 12) Max Grav 13=1379(LC 17),9=1379(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 2671406,3-4=-1067/385,4-5=-1417/462,5-6=-1081/388,6-7=-1 283/410 BOT CHORD 12-13=-293/889,11-12=-377/1420,10-11=375/1402,9-10=-251/820 WEBS 2-12=-56/493,3-12=-79/396,4-12=-608/190,5-10=-5921185,6-10=82/404, 2-13=-1381/393,7-10=-53/467,7-9=-1372/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=35ft eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-12,Interior(1)3-7-12 to 8-3-0,Exterior(2)8-3-0 to 31-5-6,Intedor(1)31-5-6 to 34-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 13=250,9=250. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. �� Design valid for use only with Milek6 connectors.This design is 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 fatxlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information avaltabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type j Qty Ply Lot 95 New-Ashley Casey 713872398 J180260 D13 Hip Girder 1 - 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:04 2018 Pagel 1D:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-_N7h?dJs5oQmexBXhtd_1 dNsemnK6b8gOl BUI BzND19 6-3-0 13-8-9 21-0-7 28-6-0 35-0-0 6-3-0 7-5-9 7-3-13 7-5-9 Scale=1:73.0 Special NAILED NAILED NAILED NAILED NAILED NAILED 4x7= 1.5x4 11 5x8= 7.00 12 NAILED NAILED NAILED NAILED NAILED 5x5— 2 15 1617 18 3 1920 21 22 23 4 24 25 26 27 5 NAILED 1 28 1 3x4= NAILED 5x8= 29 3x5 1 6 m CP r 0 0 14 1337 I9 12 11 NAILED NAILED NAILED 10 NAILED 9 NAILED NAILED NAILED 8 NAILED HTU26 2x4 II 3x4= 8x8= NAILED 8x8= 3x10= 3x10 11 Special NAILED NAILED NAILED Special 0-3r8 6-3-0 13-8-9 21-0-7 28-6-0 34-10-0 35-Q-0 )_ 8 8 5-11-8 7-5-9 7-3-13 7-5-9 6-4-0 0-2-0 Plate Offsets(X Y)-- [1-0-6-8 Edpel [2:0-5-4 0-2-01 [4:0-4-0 0-3-01 [5:0-2-8 0-2-1j [9:0-4-0 0-4-81 [10:0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.12 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.14 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:517 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 7-2-7 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10,4-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 O (0.131"x3")nails,61n o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 7=2663/0-3-8,14=2692/Mechanical Max Horz 14=170(LC 24) Max Uplift 7=-1782(LC 8),14=-1755(LC 8) Max Grav 7=2987(LC 30),14=2979(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2829/1739,2-3=-363212186,3-4=-3632/2186,4-5=-2296/1410,5-6=-270111569, 6-7=-272611561 BOT CHORD 11-12=-277/393,10-11=-1480/2439,9-10=-2035/3628,8-9=-2035/3628 WEBS 1-11=1507/2499,2-11=-555/134,2-10=-910/1774,3-10=-886/458,4-9=-200/596, 4-8=-1928/1020,5-8=-4751793,6-8=-143212528,1-14=-300111767 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=35ft;eave=5ft;Cat. It;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,with BCDL=10.Opsf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) Thomas A.Albani PE No.39360 7=1782,14=1755. MiTek USA,Inc.FL Cert 6634 10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odx1 112 Truss,Single Ply Girder)or equivalent at 32-3-2 from the left end to 6904 Parke East Blvd.Tampa FL 33610 connect truss(es)to front face of bottom chord. Date: 11) Fill all nail holes where hanger is in contact with lumber. April 25,2018 12)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MliekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Lot 95 New-Ashley Casey 713872398 J180260 D13 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:04 2018 Page 2 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-_N7h?dJs5oOmexBXhtd_l dNsemnK6b8gOI BU I BzN DI9 NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)259 Ib down and 294 lb up at 6-3-0 on top chord,and 321 Ib down and 334 Ib up at 6-0-14,and 406 Ib down and 386 Ib up at 6-5-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-5=-54,5-6=-54,7-12=-20 Concentrated Loads(lb) Vert:2=-1 88(F)5=-116(F)11=-284(F)8=-43(F)15=-1 1 6(F)17=-116(F)18=-116(F)20=-116(F)21=-116(F)22=-116(F)23=-116(F)24=-116(F)25=-116(F) 27=-116(F)29=60(1`)30=-221(F)31=-43(F)33=43(1`)34=43(F)35=-43(F)36=-43(F)38=-43(F)39=-43(F)40-43(F)41=43(F)42=43(F)43=-165(F)44=-145(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M L7473 rev.1010312016 BEFORE USE �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V p�I iTe W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnlss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type tI aty Ply Lot 95 New-Ashley Casey 713872399 J180260 E01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:05 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-Sag3DzKUr5ZdG5mjFa8DarvEbADmrF3zcywl gdzND18 7-10.12 7-10-12 1.5x4 I I Scale=1:18.6 5 3.50 F12 1.5x4 II 4 1.5x4 II 11 3 10 4x7 2 1 F1 F1 ILI Li Li 1 9 B 7 6 2x5 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 I Plate Offsets(X Y)— [1:0-1-12,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No:2 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 SLIDER Left 2x4 SP No.2 1-10-4 REACTIONS. All bearings 7-10-12. (lb)- Max Horz 1=94(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)6,7,8,9 Max Grav All reactions 250 Ib or less at joint(s)6,1,7,8,9 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=2ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-9-0 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 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,7,8,9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: April 25,2018 ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111I--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 inns 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 J, Qty Ply Lot 95 New-Ashley Casey 713872400 J180260 E02 Monopitch 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:05 2018 Page 1 I D:BcOBN8wUh4w5N 1 j kPpdJcEzNTEu-Sag3DzKUr5ZdG5mj FaBDarv3uA2rr8gzcywl gdzND I8 4-0-14 8-1-12 4-0-14 4-0-14 4x7= Scale=1:23.4 2 3.50 12 7 17 r 3x4 m 1 8 3x4= 6 Ic 0 3 4 4x4= 1.5x4 11 8-1-12 8-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.20 3-4 >480 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.39 3-4 >240 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 6 n1a n/a BCDL 10.0 Code FBC2017i7PI2014 Matrix-MP Weight:45 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. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 4=29010-3-8,6=269/0-3-8 Max Harz 4=67(LC 12) Max Uplift 4=-38(LC 12),6=-72(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-277/105 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45fF L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing atjoint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,6. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev,10103/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not l' a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MiTek'i building design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with posslble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and friss 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.Mexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type r a Qty Ply Lot 95 New-Ashley Casey 713872401 J 180260 E03 Monopitch 3 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:06 2018 Pagel I D:BcOBN8wUh4w5N 1j kPpdJcEzNTEu-wmERQJK6cPhUuFLvplfS62SJ6aOtagl7rcgaM4zN DI7 5-0-14 10-1-12 5-0-14 5-0-14 4x7= Scale=1:25.9 3 3.50 12 3x6 2 8 q a 1.5x4 II 1 3x4= 7 jo IN 4 5 3x8= 4x7= 10-1-12 10-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.27 4-5 >443 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.53 4-5 >222 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:58 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. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 5=364/0-3-8,7=343/0-3-8 Max Horz 5=95(LC 12) Max Uplift 5=-49(LC 8),7=-89(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=-174/348 WEBS 2-4=-326/199,2-5=-254/98,3-7=-345/113 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing Surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.The building designer must verify the applicability of design parameters and properly Incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrrss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey 713872402 J180260 G01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:08 2018 Page 1 ID:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-s9MCr?MNSOxB7YUlwjiwCTXZN5r2VAQJw9hRyzNDl5 7-0-0 11-11-8 16-11-0 23-11-0 7-0-0 4-11-8 4-11-8 7-0-0 Scale=1:45.0 Special NAILED NAILED Special 4x4= NAILED 3x4= NAILED 4x4= 3 18 19 4 20 21 5 7.00 12 5x5 i 5x5 6 5x5 i 2 5x5 m N ddTT 1 7 nn fln fln go IN 22 9 23 24 25 26 8 27 5x14 II 8x8= NAILED NAILED NAILED NAILED 6x6= 5x14 II Special Special Special Special 7-0-0 16-11-0 23-11-0 7-0-0 9-11-0 7-0-0 Plate Offsets(X Y)-- 11:0-5-8 Edge],!7'0-10-6 Edge1 [8:0-3-0,0-3-121, 9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.39 8-9 >734 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.10 7 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 3-6-0,Right 2x8 SP DSS 3-6-0 REACTIONS. (Ib/size) 1=2019/0-5-8,7=2023/0-5-8 Max Harz 1=82(LC 7) Max Uplift 1=-713(LC 8),7=-714(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3014/1133,3-4=-2574/1014,4-5=-2548/1006,5-7=-3023/1135 BOT CHORD 1-9=-893/2508,8-9=-1082/2905,7-8=-878/2515 WEBS 3-9=-327/1108,4-9=-536/281,4-8=-565/289,5-8=-327/1 111 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=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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=713,7=714. 7)"NAILED"indicates 3-10d(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)269 Ib down and 293 Ib up at 7-0-0,and 2691b down and 2931b up at 16-11-0 on top chord,and 258 lb down and 127 tb up at 6-9-14,3271b down and 152 to up at 7-2-2,and 327 Ib down and 152 Ib up at 16-8-2,and 258 Ib down and 127 Ib up at 17-1-2 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(pit) Thomas A.Alban!PE No.39380 Vert:1-3=-54,3-5=-54,5-7=-54,10-14=-20 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate This design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22374. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Lot 95 New-Ashley Casey T13872402 J180260 G01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:08 2018 Page 2 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-s9MCr?M NBOxB7YU IwjiwCTXZj N5r2VAQJw9hRyzNDl5 LOAD CASE(S) Standard Concentrated Loads Qb) Vert:3=-197(F)5=-197(F)9=-327(F)8=-327(F)18=-115(F)19=-115(F)20=-115(F)21=-115(F)22--,-258(F)23=-62(F)24=62(F)25=-62(F)26=-62(F)27=258(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M7EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and 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 r Qty Ply Lot 95 New-Ashley Casey T13872403 J180260 G02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:09 2018 Page 1 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-KLwa2KN?vK32li3000D9kh4nwnSbn2?ZXauFzPzN D I4 6-11-8 9-0-0 11-11-8 14-11-0 16-11-8 23-11-0 6-11-8 2-0-8 2-11-8 2-11-8 2-0-8 6-11-8 Scale=1:41.0 5x5= 5x5= 4 21 22 23 24 5 1.5x4 11 1.5x4 11 7.00 FIT 3 6 20 25 m 19 19 26 d 5x5 i 5x5 2 7 T 1 8 19 ^� IN jl 10 27 28 9 4x10 11 8x8= 3x4= 4x10 11 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X Y)-- f1:0-3-4 0-0-5) (4:0-3-0 0-2-4) (5:0-3-0 0-2-41 f8:0-8-2 0-0-5),f10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL � 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.19 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.29 9-10 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.06 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:140 lb 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=885/0-5-8,8=885/0-5-8 Max Horz 1=-105(LC 10) Max Uplift 1=473(LC 12),8—173(LC 12) Max Grav 1=906(LC 17),8=906(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1215/337,3-4=-1185/418,4-5=-860/333,5-6—1195/423,6-8=-1221/336 BOT CHORD 1-10=-204/1039,9-10=-162/894,8-9=-198/996 WEBS 3-10=-255/170,4-10=-122/466,5-9=-1 27/466,6-9=-255/174 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. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 19-1-15,Interior(1)19-1-15 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=173,8=173. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1' building design. Bracing Indicated Is 10 prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iii E*ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' city Ply Lot 95 New-Ashley Casey 713872404 J180260 G03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:10 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpddcEzNTEu-oXUyGgNdgeBvMseh28kOHudzaBpfW TljmEeoVrzNDI3 6-11-8 11-0-0 12-11-0 , 16-11-8 23-11-0 6-11-8 4-0-B 1-11-0 4-0-8 6-11-8 5x5= Scale=1:46.0 5x5= 4 20 215 I 7.00 F12 1.5x4 I I / 1.5x4 11 3 6 ca r 19 22 5x5 i 5x5-� 2 7 1 B �N 10 23 24 9 4x10 11 Bx8= 3x4= 4x10 11 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X Y)-- 11:0-3-4 0-0-51 (4:0-2-8 0-2-11 (5:0-2-8,0-2-11,(8:0-8-2,0-0-51,(10:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.27 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=885/0-5-8,8=885/0-5-8 Max Horz 1=-1 29(LC 10) Max Uplift 1=-173(LC 12),8=173(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1180/317,3-4=-1185/417,4-5=-712/309,5-6=-1195/423,6-8=-1181/316 BOT CHORD 1-10=-187/1034,9-10=-103/755,8-9=-1 82/948 WEBS 3-10=-301/197,4-10=-163/573,5-9=-170/576.6-9=-304/201 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 12-11-0,Interior(1)16-11-8 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=173,8=173. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND'INCLUDED MITEKREFERANCE PAGE M!1-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tempa,FL 33610 Job Truss Truss Type 1. City Ply Lot 95 New-Ashley Casey 713872405 J180260 G04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:11 2018 Page 1 I D:BcOBN8wU h4w5N 1jkPpdJcEzNTEu-Hk2KTOOFRxJm_ODtbrFdp698xb8YFwts?uNL2HzNDl2 6-11-810-1-8 13-9-8 16-11-8 23-11-0 6-11-8 3-2-0 3-8-0 3-2-0 6-11-8 Scale=1:43.7 6x6= 6x6= 4 21 22 5 7.00 F12 1.5x4 I 1.5x4 II 3 6 20 23 d 11 19 24 5x5 i 5x5 2 7 1 g 1N 10 25 26 9 1 4x10 II 8x8= 3x4= 410 II 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X,Y)-- [1:0-3-4,0-0-51,[4:0-3-0,0-1-121,(5:0-3-0,0-1-121,(8:0-8-2,0-0-5),[10:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.28 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=885/0-5-8,8=885/0-5-8 Max Horz 1=118(LC 11) Max Uplift 1=-173(LC 12),8=-173(LC 12) Max Grav 1=889(LC 17),8=889(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1189/330,3-4=-1 186/423,4-5=-770/323,5-6=-1196/428,6-8=-1193/329 BOT CHORD 1-10=-198/1033,9-10=-132/809,8-9=-192/969 WEBS 3-10=-292/189,4-10=-146/529,5-9=-152/532,6-9=-295/193 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 Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-1-8,Exterior(2)10-1-8 to 13-9-8,Interior(1)18-0-7 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=173,8=173. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not �e 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 p� p iTeW is always required for stability and to prevent collapse udth 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 s. r Qty Ply Lot 95 New-Ashley Casey T13872406 J180260 G05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:12 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-IwbjhMPtCFRdcAo39ZmsMJiH5?Tw_03?EY7vakzN DI1 6-11-8 8-1-8 15-9-8 16-11-8, 23-11-0 6-11-8 1-2-0 7-8-0 1-2-0 6-11-8 Scale=1:40.9 5x8 M1BSHS= 5x8 M18SHS= 1.5x4 1 4 21 22 5 1.5x4 11 3 6 7.00 12 20 23 19 24 d 5x5 i 5x5_Z�- u 2 7 1 8 i I" 10 25 26 9 4x10 11 8x8= 3x4= 4x10 II 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X,Y)-- f1:0-3-4,0-0-51,f4:0-5-8,0-2-01,f5:0-5-8,0-2-01,f8:0-8-2,0-0-51,[10:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.31 9-10 >939 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=885/0-5-8,8=885/0-5-8 Max Horz 1=-95(LC 10) Max Uplift 1=-173(LC 12),8=-1 73(LC 12) Max Grav 1=920(LC 17),8=920(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1240/340,3-4=-1173/410,4-5=-945/340,5-6=-1179/414,6-8=-1247/339 BOT CHORD 1-10=-207/1051,9-10=-185/976,8-9=-201/1019 WEBS 4-10=-100/394,5-9=-104/390 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=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 8-1-8,Exterior(2)8-1-8 to 20-0-7,Interior(1)20-0-7 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=173,8=173. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/MOIS BEFORE USE. � Design valid for use only with MITek0i connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality 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 Lot 95 New-Ashley Casey T13872407 J180260 G06 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:13 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-D695uiQVzZZU EKN FjGH5uXFTcOgojod9SCsS6AzN DIO 6-1-86-11-8, 11-11-8 16-11-8 17-9-8 23-11-0 6-1-8 10-0 5-0-0 5-0-0 -10-0 6-1-8 Scale=1:40.7 3x4= 3x6 11 3x4= 3x6 11 3x4= 3 4 22 23 5 24 25 6 7 7.00 12 i 21 26 5x5 i P7 5x5 y 20 m 2 8 7 1 9 1" 11 10 5x10 II 8x8= 3x4= 5x10 11 6-11-8 16-11-8 23-11-0 6-11-8 10-0-0 6-11-8 Plate Offsets(X Y)-- f1:0-3-4 0-0-51 13:0-2-8 0-2-81 17:0-2-8,0-2-81,19:0-8-2,0-0-51,[11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.30 10-11 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 1=885/0-5-8,9=885/0-5-8 Max Horz 1=72(LC 11) Max Uplift 1=-173(LC 12),9=-1 73(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 172/346,3-4=-954/336,4-5=-966/337,5-6=-954/335,6-7=-954/335, 7-9=-1172/345 BOT CHORD 1-11=-216/954,10-11=-314/1214,9-10=-214/954 WEBS 4-11=-37/409,5-11=403/132,5-10=-415/132,6-10=-36/41 0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 6-1-8,Exterior(2)6-1-8 to 22-0-7,Interior(1)22-0-7 to 23-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=173,9=173. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek(6)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 property incorporate this design Into the overall No Wilding 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 e East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,se6904 Park eANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,Parke 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey 713872408 J180260 G07 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:14 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-hJjT62RBkshLrTySHzpKRknbwoBdSFNIhscOeczNDl? 4-1-8 11-11-8 19-9-8 23-11-0 4-1-8 7-10-0 7-10-0 4-1-8 Scale=1:41.8 4x7= 1.5x4 II 4x7= 7.005-2 2 12 13 3 14 15 4 11 U 16 3x5 O 3x5 Z ' 1 5 m y I" {I 10 9 8 7 6 1.5x4 II 5x5= 3x8= 3x5= 1.5x4 II 4-1-8 11-11-8 19-9-8 23-11-0 4-1-8 7-10-0 7-10-0 4-1-8 Plate Offsets(X,Y)-- (2:0-5-4,0-2-0),(4:0-5-4,0-2-01,(9:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.09 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 0.28 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:125Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=874/0-5-8,6=874/0-5-8 Max Horz 10=-78(LC 10) Max Uplift 10=-171(LC 12),6=-171(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1121/320,2-3=-1691/522,3-4=-1691/522,4-5=-1128/324,1-10=-850/257, 5-6=-847/259 BOT CHORD 8-9=-241/927,7-8=-248/929 WEBS 2-8=-235/869,3-8=-487/231,4-8=-236/866,1-9=-216/906,5-7=-221/907 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;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-1-8,Exterior(2)4-1-8 to 23-9-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 10=171,6=171. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK 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,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TRW Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Lot 95 New-Ashley Casey T13872409 J180260 G08 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:15 2018 Page 1 ID:BcOBNewUh4w5N 1jkPpdJcEzNTEu-9VHrJORmVApCTdXeghKa_yKphCTEBgCiSwW LZB2zNDl_ 2-1-8 8-8-12 15-2.4 21-9-8 23-11-0 2-1-8 6-7.4 6-5-8 6-7-4 Scale=1:41.8 7.00 12 4x10= 1.5x4 II 4x10= 4x4= 2 13 3 14 15 4 16 5 i3x5 i 3x5 qI 1 6 1 � � jN 1 12 11 10 9 8 7 1.5x4 11 3x4= 5x8= 1.5x4 II 4x10= 1.5x4 11 2-1-8 8-8-12 15-2-4 21-9-8 23-11-0 2-1-8 6-7-4 6-5-8 6-7-4 Plate Offsets(X Y)-- f2:0-7-8 0-2-01 (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 0.69 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.32 9-10 >877 180 BCLL 0.0 Rep.Stress Incr YES WB 0.43 Horz(CT) 0.06 7 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 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. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-8 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 12=874/0-5-8,7=874/0-5-8 Max Horz 12=55(LC 11) Max Uplift 12=-1 90(LC 8),7=-1 90(LO 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-974/276,2-3=-2332/669,3-4=-2332/669,4-5=-848/265,5-6=-968/275, 1-12=-883/251,6-7=-881/251 BOT CHORD 10-11=-221/816,9-10=-645/2333,8-9=-645/2333 WEBS 2-11=-260/135,2-10=-433/1606,3-10=-368/201,4-9=0/260,4-8=-1577/427, 5-8=-20/297,1-11=-249/912,6-8=-249/912 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)0-1-12 to 6-4-7,Interior(1)6-4-7 to 21-9-8,Exterior(2)21-9-8 to 23-9-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100_ ib uplift at joint(s)except Gt=lb) 12=190,7=190. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban!PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2M ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE MIF7473 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 MOW 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 e East Blvd.fabdcatlon,storage,delivery,erection and bracing of trusses and In systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa,6904 Parke 33810 Safety Information available from Truss Plate Institute-218 N.Lee Street,Suite 312.Alexandria.VA 22314. P . Job Truss Truss Type 1 ` Qty Ply Lot 95 New-Ashley Casey 713872410 J 180260 G09 Common 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:16 2018 Page 1 I D:BCOBNBW Uh4w5N 1 j kPpdJcEzNTEu-dhrDXkSOGUx35n6gOOrpW 9tOTcpzwCmb8956i VzN DHz 5-7-8 10-11-8 16-3-8 21-11-0 5-7-8 5-4-0 5-4-0 5-7-8 Scale=1:36.3 4x4= 4 3.50 F12 19 20 1.5x4\\ 1.5x4 3 5 3x4% 18 21 3x4 2 6 1 7 C CP LU 10 9 8 5x5= 3x4= 5x5 11 5x5 I I 7-4-13 14-6-3 21-11-0 7-4-13 7-1-5 7-4-13 Plate Offsets(X Y)-- [1:0-2-0,0-0-11,[7:0-3-7,0-0-11,[9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 8-9 >953 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix-MSH Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=811/0-5-8.7=811/0-5-8 Max Horz 1=-33(LC 10) Max Uplift 1=-158(LC 12),7=158(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1771/484,3-4=-1615/440,4-5=-1615/440,5-7=-1771/484 BOT CHORD 1-9=-420/1663,8-9=-287/1236,7-8=-420/1663 WEBS 4-8=-66/442,5-8=-256/130,4-9=-66/442,3-9=-256/130 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=158,7=158. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-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[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 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,ereclion and bracing of husses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Rom Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f f City Ply Lot 95 New-Ashley Casey 713872411 J180260 J01 Jack-Open 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:17 2018 Page 1 I D:BCOBN8wUh4w5N1 jkPpdJcEzNTEu-5tPck4T01 n3wixg 1 y6M23N P8kO BxfgZkNpggExzN DHy 7-0-0 7-0-0 Scale=1:30.6 2 7.00 12 6 5 0 a 2x4 I I 1 4 5x5 11 3 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.11 3-4 >727 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 3-4 >370 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.13 2 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-MR Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=251/0-5-8,2=169/Mechanical,3=82/Mechanical Max Horz 4=136(LC 12) Max Uplift 2=-98(LC 12),3=-3(LC 12) Max Grav 4=251(LC 1),2=173(LC 17),3=128(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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 11411-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown.and Is for 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 BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` city Ply Lot 95 New-Ashley Casey T13872412 J180260 J02 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:17 2018 Page 1 I D:BcOBNBwUh4w5N 1 j kPpdJcEzNTEu-5tPck4T01 n3wixg 1 y6M23NPDnOFyfgZkNpggEt¢NDHy 5-0-0 5-0-0 Scale=1:24.5 2 7.00 12 6 co m � v 1.5x4 I 5 1 4 3 3x4= 5-0-0 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 0.34 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 3-4 >999 180. BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=177/0-5-8,2=120/Mechanical,3=57/Mechanical Max Horz 4=103(LC 12) Max Uplift 2=-72(LC 12),3=-4(LC 12) Max Grav 4=177(LC 1),2=124(LC 17),3=91(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. ll;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 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. �' Design valid for use only wilh MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSWI1 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 Lot 95 New-Ashley Casey 713872413 J180260 J03 Corner Jack B 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:18 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-Z4z_xPUeo5BnK5FDWptHbayRfPdPO7oucTaDnNzNDHx 3-0-0 3-0-0 Scale=1:17.8 2 7.00 12 1.5x4 II 9 1 0D 1 N N 3 4 2x4 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:11 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 Na.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=103/0-5-8,2=71/Mechanical,3=33/Mechanical Max Harz 4=69(LC 12) Max Uplift 2=-47(LC 12),3—7(LC 12) Max Grav 4=103(LC 1),2=75(LC 17),3=53(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lot mph;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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with M!TekO connectors.This design Is 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 fabricatlom 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 r ' Qty Ply Lot 95 New-Ashley Casey T13872414 J180260 J04 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:19 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-2GXM9IUGYPJeyFgP3XOW8oVeop?z7a21 r7JmJgzNDHw 1-0-0 1-0-0 7.00 12 Scale:1"=l' 2 1.5x4 II 1 m T v 1 it 4 3 1.5x4 II 1-0-0 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 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:5 Ib 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=36(LC 12) Max Uplift 4=-3(LC 10),2=25(LC 12),3=-15(LC 12) Max Grav 4=32(LC 18),2=28(LC 17),3=20(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=lot mph;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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 r Qty Ply 95 New-Ashley Casey713872415 J180260 J05 Jack-Partial Girder 4 [Lot ob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:20 2018 Pagel ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-WS4kM5VuJiRVZPPcdEvlh?1 iADFCszGB3n3KrGzNDHv 4-11-0 9-10-1 4-11-0 4-11-0 3 Scale=1:31.0 4.95 Fl2 NAILED 10 3x4 NAILED 2 9 cb o u� NAILED v 3x4 8 1 171 11 12 6 13 5 7 NAILED __ NAILED 4 1.5x4 I I 3x6 3x4= NAILED 0- -6 4-11-0 9-10-1 0- 6 4-10-10 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 56 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MSH Weight:50 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=380/0-7-0,3=118/Mechanical,4=293/Mechanical Max Horz 7=136(LC 8) Max Uplift 7=-83(LC 8),3=-62(LC 8),4=101(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-344/8311-2=-483/104 BOT CHORD 5-6=-182/410 WEBS 1-6=-60/35912-5=-485/216 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,3 except Ot=lb) 4=101. 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(pff) Vert:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-0(F)10=44(F)11=-1(F)12=-5(F)13=-29(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MMEKREFERANCE PAGE 11,1II.7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 t city Ply Lot 95 New-Ashley Casey T13872416 J180260 J06 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:20 2018 Page 1 I D:BcOBN8wUh4w5N 1 j kPpdJcEzNTEu-W S4kM5VuJi RVZPPcdEvlh?1jXDFXs_bB3n3KrGzN DHv 4-9-8 9-7-1 4-9-8 4-9-8 3 Scale=1:30.5 4.95 F112 NAILED 110 3x4 NAILED 2 9 NAILED 3x4 8 1 LI 0 FI 92 11 12 6 13 5 7 NAILED 3x6= NAILED 4 1.5x4 11 3x4= NAILED 0- -6 4-9-8 9-7-1 00-91 4-9-2 4-9-8 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 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:49 ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 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=370/0-7-0,3=117/Mechanical,4=286/Mechanical Max Horz 7=133(LC 8) Max Uplift 7=-80(LC 8),3=-62(LC 8),4=-99(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-334/8011-2=-466/1 01 BOT CHORD 5-6=-1 77/395 WEBS 1-6=-59/347,2-5=-468/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp 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 100 Ib uplift at joint(s)7,3,4. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-7=-20 Concentrated Loads(ib) Vert:9=-0(F)10=44(F)11=-I(F)12=-5(F)13=-29(F) Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE �' Design valid for use only with MllekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 puss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from truss Mate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type 0ty Ply Lot 95 New-Ashley Casey J180260 J07 Jack-Open 6 1 Job Reference(optional) 713872417 Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:21 2018 Page 1 ID:BcOBNBwUh4w5N 1jkPpddcEzNTEu-_fe6aR W X40aLBY_oByR_DDarUdaYbO1 KI RotNizN DHu 2-5-8 7-0-0 2-5-8 4-6-8 2 Scale=1:45.2 7.00 12 9 10 4x4 i o 1 7 r; LJ 3x4 5 3x4 II I� 4 3x4= 8 7 1.5x4 11 1.5x4 I 258 700 2-5-8 4-6-8 Plate Offsets_(X,Y)-- f1:Edge,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 0.61 Vert(LL) -0.08 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 4-5 >530 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.06 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:43 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, Except: 6-0-0 oc bracing:7-8. REACTIONS. (Ib/size) 8=251/0-5-8,2=163/Mechanical,3=88/Mechanical Max Horz 8=200(LC 12) Max Uplift 2=-91(LC 12),3=79(LC 12) Max Grav 8=251(LC 1),2=163(LC 17),3=142(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=-292/313 WEBS 1-4=340/317 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. Il;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 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE Mll-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MITek:6 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delNery,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 1 Qty Ply Lot 95 New-Ashley Casey 713872418 J180260 J08 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:22 2018 Page 1 I D:BcOBN8wU h4w5N 1 jkPpdJcEzNTEu-SrCVnnX9rKiCpiZ_IfyDmQ6141 vpKuq UX5YRw8zN DHt 2-5-8 6.2-0 7-0.0 2-5-810- 4x4= Scale=1:46.3 2 3 m 7.00 12 I� 0 11 10 4x4 i 1 m rp M r r C6 r` 3x4— 6 2x4 I1 5 4 19 3x4 9 8 1.5x4 11 1.5x4 11 2-5-8 6-2-0 7-0-0 2_5_ -510- Plate Offsets(X Y)-- [1:Edge,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 5-6 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 5-6 >452 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.13 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=251/0-5-8,3=-7/Mechanical,4=259/Mechanical Max Horz 9=188(LC 12) Max Uplift 3=-7(LC 1),4=-162(LC 12) Max Grav 9=251(LC 1),3=67(LC 3),4=275(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 5-6=-284/301 WEBS 1-5=-326/307 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft eave=4ft;Cat. ll;Exp 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 6-2-0,Exterior(2)6-2-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 4=162. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bullding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding 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 avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Lot 95 New-Ashley Casey 713672419 J180260 Jog Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:23 2018 Pagel I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-w1 mt?7Yncdg30s8A1 MTSIefGW OF53N6dIl H_SbzNDHs 2-5-6 1 4-2-0 7-0-0 2-5-8 1-8-8 2-10-0 Special Scale=1:44.2 4x4= NAILED 7.00 12 2 10 3 CD 11 IC6 6 3x5 i 1 ro C? m ffcb 3x4— 7 6P1 PU 3x4 II 511 12 Io 3x4= 9 B NAILED NAILED 1.5x4 II 1.5x4 II NAILED 2-5-8 ,4-2-0 7-0-0 2-5-8 1-8-8 2-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.21 5-6 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 5-6 >430 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.34 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 4-7:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 9=365/0-5-8,3=105/Mechanical,4=344/Mechanical Max Horz 9=154(LC 8) Max Uplift 9=247(LC 4),3=-89(LC 5),4=-446(LC 8) Max Grav 9=433(LC 31),3=112(LC 18),4=495(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-9=-397/243 WEBS 2-5=-288/194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. 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 100 lb uplift at joint(s)3 except Ot=lb) 9=247,4=446. 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)211 Ib down and 252 Ib up at 4-2-0 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=-54,2-3-54,8-9=20,4-6=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:2=-114(F)5=-58(F)10=48(F)11=-56(F)12=-37(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTFEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss 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,Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply Lot 95 New-Ashley Casey T13872420 J180260 J10 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:24 2018 Page 1 ID:sypLzQgXzyBM891 iNjNnDLzNEki-OEKFCTYPNxyw2OjNs4_hrrCNNgdKorlm_P1 X_1 zNDHr 2-5-8 ,3-0-01 2-5-8 0-6-8 7.00 F12 Scale:3/8°=1' 2 2x4 11 1 0 C6 4 4x4— o 3x4= o Li 6 7 2x4 II 1.5x4 11 2-5-8 $-0-0 2-5-8 0-6-8 Plate Offsets(X,Y)-- (4:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.15 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=130/0-5-8,2=72/Mechanical,3=48/Mechanical Max Horz 7=133(LC 12) Max Uplift 7=3(LC 10),2—64(LC 12),3=-86(LC 12) Max Grav 7=139(LC 18),2=83(LC 17),3=119(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;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 100 Ib uplift at joint(s)7,2,3. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND iNCLUDED MIrEKREFERANCE PAGE 01--7473 rev.10/03/2015 BEFORE USE. � Design valid for use oNy with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute;218 N.Lee Street.Suite 312,Wexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f r Qty Ply Lot 95 New-Ashley Casey T13872421 J180260 J11 Corner Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:24 2018 Page 1 I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-OEKFCTYPNxyw2oj Ns4_hrrCOl gbnorl m_Pt X_1 zN D Hr 1-0-0 -00 7.00 Fl2 Scale=1:26.5 2 3x4 11 1 0 r N � V 1 4 3 3x5= 1-0.0 100 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MR Weight:9 Ib 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=23/Mechanical,3=9/Mechanical Max Harz 4=-100(LC 10) Max Uplift 4=218(LC 10),2=-1 10(LC 12),3=-155(LC 12) Max Grav 4=253(LC 12),2=97(LC 10),3=159(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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4111;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 4=218,2=110,3=155. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek(N)connectors.This design is 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 MOW OW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 Lot 95 New-Ashley Casey 713872422 J180260 J12 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:25 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-sQudPpZ18F4ngAIZQnVwO3kZ?EwvXHVwD3m5WTzNDHq 1-9-14 3.4.4 ,4-3-13, 5-6-15 , 1-9-14 1-6-6 0-11-10 3-2 4.95 12 2 Scale=1:37.8 NAILED 10 NAILED 3x6 i 9 1 - 0 c$ ur � 5 2x4= io 1Li U 13 4 3x4 11 3x4= 11 B 7 NAILED NAILED 2x4 1,5x4 II I I 0- -6 3-4-4 5-6-15 0- -6 3-3-13 2-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 4-5 >812 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) =0.10 5 >665 180 BCLL 0.0 Rep Stress[nor NO WB 0.07 Horz(CT) 0.03 2 n/a n/a BCDL .10.0 Code FBC20171TP12014 Matrix-MSH Weight:37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 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=204/0-7-0,2=130/Mechanical,3=84/Mechanical Max Horz 8=149(LC 8) Max Uplift 8=214(LC 4),2=-99(LC 8),3=-182(LC 8) Max Grav 8=346(LC 26),2=139(LC 25),3=21 O(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=24ft eave=4ft;Cat. II;Exp 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 100 Ib uplift at joint(s)2 except(jt=1b) 8=214,3=182. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,7-8=-20,3-5=-20 Concentrated Loads(Ib) Vert:10=0(B)11=-0(B)13=-21(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component not a inns system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication•storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' Qty Ply Lot 95 New-Ashley Casey T13872423 J180260 J13 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:26 2018 Page 1 1 D:BcOBN8wU h4w5N 1 jkPpdJcEzNTEu-KcS?dBafvYCeHKtI_V09wGHgJeGjGIn3Sj W e3wzN DHp 2-58 420 2-5-8 1-8-8 Scale=1:35.5 7.00,_ 2 8 2x5 I I t r� 4x4— 5x5 II io 6 11 7 1.5x4 II 3x4 II 2-5-8 4-2-0 2-5-8 1-8-8 Plate Offsets(X Y)-- [4:0-2-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl .Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.03 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.04 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.25 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. REACTIONS. (Ib/size) 7=178/0-5-8,2=102/Mechanical,3=57/Mechanical Max Horz 7=152(LC 12) Max Uplift 2=76(LC 12),3=-72(LC 12) Max Grav 7=178(LC 1),2=111(LC 17),3=110(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-7=-341/326,4-5=-326/341 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(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;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 - Date: April 25,2018 A WARNING-Varlfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability'of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' is always required for stability and to prevent 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 avollable from.TRISS Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey 713872424 J180260 J14 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:26 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-KcS?dBafvYCeHKtI_V09wGHjteJoGln3Sj We3wzNDHp 2-5-8 ,3-0-01 2-5-8 0-6-8 7.00 FIT Scale:3/8'=1' 2 2x4 11 1 o � o> 4 4 N 4x4= 3x4u L11 = �� s 7 1.5x4 11 2x4 11 2-5-8 $-0-0, 2-5-8 O-6-8 Plate Offsets(X Y)-- (4:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.15 2 n/a n/a BCDL 10.0 Code FBC2017TrP12014 Matrix-MR Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=130/0-5-8,2=72/Mechanical,3=48/Mechanical Max Horz 7=133(LC 12) Max Uplift 7=-3(LC 10),2=-64(LC 12),3=-86(LC 12) Max Grav 7=139(LC 18),2=83(LC 17),3=1 19(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=24ft;eave=4fh Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,2,3. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev 10103/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply Lot 95 New-Ashley Casey T13872425 J180260 J15 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:27 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-ppOOgUbHgsKVvTRyXCYOTUgvs2bx?BpDgNFCbMzNDHo 1-9-14 3-4-4 4-5-5 5-9-15 1-9-14 1-6-6 1-1-2 1-4-10 4.95 F12 2 Scale=1:37.8 NAILED 10 NAILED 3x6 9 1 v N n 6 rb Ll F-1 3x4— 5 O 1 13 4 q 3x4 11 3x4= 11 8 7 NAILED NAILED 2x4 1,5x4 II I i 0- -6 3-4-4 5-9-15 0 -6 3-3-13 2-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 4-5 >691 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.12 4-5 >566 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.04 2 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 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=213/0-7-0,2=136/Mechanical,3=86/Mechanical Max Horz 8=152(LC 8) Max Uplift 8=-221(LC 4),2=98(LC 8),3=-176(LC 8) Max Grav 8=359(LC 26),2=142(LC 25),3=206(LC 19) 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.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except Qt=1b) 8=221,3=176. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,7-8=-20,3-5=-20 Concentrated Loads(]b) Vert:11=-0(F)13=-20(F) Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 tnrsses 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 Lot 95 New-Ashley Casey 713872426 J180260 JIB Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:28 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-H?Zm2gbwRASMXdO85w3d?hM?BRwTkchMv 7?I7ozN DHn 7-0-0 7-0-0 Scale=1:45.2 2 7.00 FIT 7 6 3x5 i 1 0 cco r 9 4 5 3 1.5x4 II 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.13 4-5 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.26 4-5 >319 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 5=251/0-5-8,2=183/Mechanical,3=68/Mechanical Max Horz 5=200(LC 12) Max Uplift 2=-103(LC 12),3=-67(LC 12) Max Grav 5=251(LC 1),2=184(LC 17),3=136(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 1-4=226/262 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft 8=45ft;L=24ft 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 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=103. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based ody upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building 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 r Oty Ply Lot 95 New-Ashley Casey T13872427 J180260 J17 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:28 2018 Page 1 I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-H?Zm2gbwRASMXdO85w3d?hMyfRsxkfHMvl?I7ozN DHn 5-0.0 5-0-0 Scale=1:39.2 7.00 F12 2 14 6 8x5115 1 0 m co 4 3 5x8 M18SHS I I 5-0-0 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 1.00 Vert(LL) 0.10 3-4 >549 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.12 3-4 >485 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.60 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MR Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. REACTIONS. (Ib/size) 4=177/0-5-8,2=124/Mechanical,3=54/Mechanical Max Harz 4=166(LC 12) Max Uplift 2=-111(LC 12),3=-44(LC 12) Max Grav 4=177(LC 1),2=144(LC 17),3=93(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft Cat. ll;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 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) 2=111. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for 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 MOW 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 wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f Qty Ply Lot 95 New-Ashley Casey 713872428 J180260 J18 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:29 2018 Pagel I D:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-I B78FAcYCTaD8nbKfdasYvvBfrFyT6XW BhklfEzN DHm 3-0-0 3-0-0 7.00 12 2 Scale:3/8°=1' 4x4 1 0 CP N 4 3 5x10 MT20HS 11 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.03 3-4 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.29 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=103/0-5-8,2=73/Mechanical,3=30/Mechanical Max Horz 4=133(LC 12) Max Uplift 4=-30(LC 10),2—93(LC 12),3=62(LC 12) Max Grav 4=115(LC 12),2=100(LC 17),3=80(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=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)and C-C Extehor(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)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev.10!0312015 BEFORE USE. �' Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate Oils design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'ek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey 713872429 J180260 J19 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:30 2018 Page 1 I D:BCOBNBW Uh4w5N 1 jkPpdJcEzNTEu-DOh W TW dAzni4mxAXDK5556SQGFcuC UZfM LUsChzN DHI 4-11-0 9-10-1 4-11-0 4-11-0 3 Scale=1:47.2 4.95 12 NAILED NAILED 9 3x4 2 B NAILED 1.5x4 I I 7 1 10 11 12 13 14 5 6 4 5x5= NAILED NAILED 4x4= NAILED 0-0-6 9-10-1 0-0-6 9-9-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.18 5-6 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.27 5-6 >430 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 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 2x6 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) 3=118/Mechanical,4=292/Mechanical,6=378/0-7-0 Max Harz 6=198(LC 8) Max Uplift 3=-70(LC 8),4=-267(LC 8),6=-328(LC 4) Max Grav 3=118(LC 1),4=409(LC 25),6=592(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-291/284 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,with BCDL=1 O.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) 4=267,6=328. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,4-6=-20 Concentrated Loads(lb) Vert:9=-47(F)10=-O(F)12=-3(F)14=-25(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verity design pammeters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev.10/03)2015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and trims systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insil Me,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Lot 95 New-Ashley Casey 713672430 J180260 J20 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:31 2018 Page 1 ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-haFugseok5gxO5ljm2cKdK_bOfzexy3ob?DPk7zNDHk 4-9-8 9-7-1 4-9-8 4-9-8 3 Scale=1:46.7 4.95 FIT `D NAILED to NAILED 9 3x4 i 2 8 NAILED 1.5x4 17 1 r r` 10 11 12 13 14 5 6 4 5x5= NAILED NAILED 4x4= NAILED 0-H 9-7-1 0- 9-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.17 5-6 >662 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.25 5-6 >457 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:63 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 2x6 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) 3=117/Mechanical,4=284/Mechanical,6=368/0-7-0 Max Horz 6=195(LC 8) Max Uplift 3=-72(LC 8),4=-268(LC 8),6=323(LC 4) Max Grav 3=117(LC 1),4=402(LC 25),6=578(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-283/278 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;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)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,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=1b) 4=268,6=323. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+'Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:9=-47(B)10=0(B)12=3(B)14=-25(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE � Design valid for use only with MifekO connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pp/� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng 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 Lot 95 New-Ashley Casey T13872431 J180260 J21 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:31 2018 Page 1 I D:BcOBNBwUh4w5N 1 jkPpdJcEzNTEu-haFugseok5gxO5ljm2cKdK_gpf4lx_gob?D Pk7zN DHk 2-8-2 2.8.2 7.00 12 Scale=1:31.3 2 3x5 i 1 N M N N 5 4 1.5x4 11 3 3x4= 012r0 2-8-2 0-2-0 2-6-2 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 0.17 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:20 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-2 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) 5=91/0-3-8,2=67/Mechanical,3=25/Mechanical Max Horz 5=127(LC 12) Max Uplift 5.45(LC 10),2=-37(LC 12),3=-122(LC 12) Max Grav 5=123(LC 12),2=67(LC 17),3=120(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 1-4-229/266 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp 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 100 lb uplift at joint(s)5,2 except Qt=1b) 3=122. Thomas A.Afbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with Mirek®connectors.This 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 n� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 Lot 95 New-Ashley Casey 713872432 J180260 J22 Jack-Partial Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:32 2018 Page 1 1 D:BCOBNBW Uh4w5N 1 jkPpdJcEzNTEu-9mpGtOeQVOyo?FKvK17ZAXXo43MBgSlygfzyGZzN DHj 1-10-5 3-8-11 1-10-5 1-10-5 4.95 F12 Scale=1:31.0 2 <LED 3x 7 4 5 NAILED 3 1.5x4 II 3x4= 3-8-11 3-8-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 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) 5=130/0-7-0,2=95/Mechanical,3=35/Mechanical Max Horz 5=127(LC 8) Max Uplift 5=-167(LC 6),2=-71(LC 8),3=-137(LC 8) Max Grav 5=254(LC 21),2=105(LC 25),3=145(LC 19) 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.Opst;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except(jt=1b) 5=167,3=137. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,3-5=-20 Concentrated Loads(ib) Vert:7=-0(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev.IOM32015 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,Sulte 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey 713872433 J180260 J23 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:33 2018 Page 1 I D:BCOBNS W Uh4w5N t j kPpdJcEzNTEu-dyNf5Yf2Fi4edOv5uTeoil4_9Sii Pv?53Ji W oOzND Hi 1-8-13 , 3-5-11 1 -13 4.95 F12 Scale=1:30.5 2 NAILED 3x4 6 1 Iom m mi o Lb L6 7 4 5 NAILED 3 1.5x4 II 3x4= 3-5-11 3-5-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.01 2 n/a n1a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 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) 5=121/0-7-0,2=88/Mechanical,3=33/Mechanical Max Horz 5=124(LC 8) Max Uplift 5=168(LC 6),2=-70(LC 8),3=-145(LC 8) Max Grav 5=251(LC 21),2=101(LC 25),3=150(LC 19) 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);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except(jt=lb) 5=168,3=145. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,3-5=-20 Concentrated Loads(lb) Vert:7=-0(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® 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 ody with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffe 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 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 Lot 95 New-Ashley Casey 713872434 J180260 J24 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:34 2018 Pagel ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-59x1 Iugg00CVFYUISAAI Fyc8tsOEBLAFHzS3LSzNDHh 2-8-2 2-8-2 3-9-14 Special Scale=1:42.2 7.00 Fl2 4x4= NAILED NAILED 2 7 8 3 ifin fln 3x5 i 1 EC N I� N 11 fin 0 An n nj 9 5 10 11 2x4 II 3x4= NAILED 4 NAILED NAILED NAILED 21- 6-6-0 i 2-8-2 3-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.18 4-5 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.17 4-5 >455 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.35 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP 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 purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. REACTIONS. (Ib/size) 6=270/0-5-8,3=112/Mechanical,4=160/Mechanical Max Harz 6=127(LC 8) Max Uplift 6=-357(LC 4),3=-63(LC 4),4=-390(LC 8) Max Grav 6=423(LC 31),3=114(LC 18),4=387(LC 23) 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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 6=35714=390. 8)"NAILED"indicates 3-1Od(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)183 lb down and 185 Ib up at 2-8-2 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=-54,4-6=-20 Concentrated Loads(lb) Vert:2=-30(F)5=-7(F)7=-13(F)8=-13(F)9=-4(F)10=-5(F)1.1=5(F) Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® 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 over building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 95 New-Ashley Casey T13872435 J180260 J25 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:35 2018 Page 1 1 D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-aLU PW DhJnJKMsi3U?uhGoA916GF8to7OW d BdtuzNDHg 4.8.2 6.8.0 4-8-2 1-9-14 4x4= Scale=1:41.2 7.00 FIT 2 3 7 3x5 i 1 N N m lu 6 5 4 = 1.5x4 11 3x4 48-2 6-6-0 4-8-2 1-9-14 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.19 5-6 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.27 5-6 >280 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.30 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:43 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 7-6-0 oc bracing. REACTIONS. (Ib/size) 6=233/0-5-8,3=48/Mechanical,4=185/Mechanical Max Horz 6=163(LC 12) Max Uplift 3=-26(LC 8),4=-1 16(LC 12) Max Grav 6=233(LC 1),3=48(LC 1),4=214(LC 17) 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 3-1-12,Interior(1)3-1-12 to 4-8-2,Extedor(2)4-8-2 to 6-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 4=116. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with 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 braying 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-S9 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Lot 95 New-Ashley Casey 713872436 J180260 J26 Jack-Open 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:35 2018 Page 1 I D:BcOBN8wUh4w5N 1jkPpdJcEzNTEu-aLU PW DhJnJKMsi3U?uhGoA9D7GKRtmvO W dBdtuzN DHg 6-6-0 6-6-0 Scale=1:43.7 2 <_2 3x5 m � y n r 4 5 3 1.5x4 II 3x4= 6-6-0 6-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 4-5 >803 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.19 4-5 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 2 n/a n/a 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 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) 5=233/0-5-8,2=170/Mechanical,3=63/Mechanical Max Horz 5=192(LC 12) Max Uplift 2=-95(LC 12),3—70(LC 12) Max Grav 5=233(LC 1),2=171(LC 17),3=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 1-4=-222/258 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6604 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®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 MffekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n o - 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 regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Lot 95 New-Ashley Casey 713872437 J180260 J27 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL - 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:36 2018 Page 1 I D:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-2X2njZjxYdSDUsdgZbCVKNi Szgj EcBrXI HxAPKzN DHf 4-6-3 9-0-5 4-6-3 4-6-3 3 Scale=1:45.7 4.95 12 NAILED NAILED 10 3x4 9 2 NAILED 3x4 6 1 m m T d � t; n HQ 11 12 6 13 5 7 4 1.5x4 II 3x4= NAILED 3x4= NAILED NAILED 0-9-6 4-6-3 9-0-5 0-0-6 4-5-13 4-6 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:59 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=344/0-5-13,3=115/Mechanical,4=269/Mechanical Max Horz 7=191(LC 21) Max Uplift 7=-316(LC 4),3=-76(LC 8),4=-269(LC 8) Max Grav 7=517(LC 27),3=115(LC 1),4=353(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-403/213,1-2=-303/164 WEBS 1-6=-140/293,2-5=-4031354 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) 7=316,4=269. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:10=-47(F)11=O(F)12=-3(F)13=-25(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-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 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 a y W building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSlfTPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Lot 95 New-Ashley Casey 713872438 J180260 J28 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:37 2018 Pagel I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-W kc9xviZJxb46OCt7JjktbEgh458LhNhzxgjynzN DHe 4-9-0 4-9-0 Scale=1:37.8 7.00 Fl2 2 T I 8 5x8= 1 T 0 m 3x4= 7 3 6 rl Li5 3x4 1.5x4 11 4-9-0 4-5-8 Plate Offsets(X,Y)-- 11:0-6-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 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 0.14 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP I Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 2=96/Mechanical,3=74/Mechanical,7=145/Mechanical Max Horz 7=91(LC 12) Max Uplift 2=-56(LC 12),3=45(LC 12) Max Grav 2=97(LC 17),3=98(LC 3),7=145(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;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)0-5-4 to 3-5-4,Interior(1)3-5-4 to 4-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with 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 tnrss 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 Lot 95 New-Ashley Casey T13872439 J180260 J29 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:37 2018 Page 1 ID:BcOBN8wUh4w5N 1 ikPpdJeEzNTEu-W kcgxviZJxb460Ct7JjktbEhB46QLi2hzxgjynzN DHe 2-9-0 r 2-9-0 7.00 F12 Scale:3/8"=1' 2 4x7= 1 Y o a a, N 3x4= 6 3 5 Li4 2x4 II 2-9-0 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES. WB 0.09 Horz(CT) -0.06 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MR Weight:19 lb 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 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 2=64/Mechanical,3=31/Mechanical,6=71/Mechanical Max Harz 6=57(LC 12) Max Uplift 2=59(LC 12),3=-13(LC 12) Max Grav 2=71(LC 17),3=48(LC 3),6=71(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. Thomas A.Alban!PE No.39380 MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �" Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is 10 prevent buckling of individual truss web and/or chord members only.Addtional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Ory Ply Lot 95 New-Ashley Casey 773872440 J180260 J30 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:38 2018 Page 1 ID:BcOBNBwUh4w5N 1jkPpdJcEzNTEu-_wAY8FjB4EjxjAn3hOEzPonmXTNt4AIgCbOHUDzNDHd 0;;0-_9-0 7.00 F12 Scale=1:26.6 3x4 11 2 1 0 0 N V v 1 4 3 5x5 II off;;o-s-o LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=22/Mechanical,2=16/Mechanical,3=6/Mechanical Max Harz 4=-102(LC 10) Max Uplift 4=-338(LC 10),2=-141(LC 12),3=227(LC 12) Max Grav 4=359(LC 12),2=131(LC 10),3=234(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=101 mph;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)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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 4=338,2=141,3=227. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M/1-7473 rev.10/03,2015 BEFORE USE. WE, Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criterlo,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 I Lot 95 New-Ashley Casey 713872441 J180260 J31 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:39 2018 Page 1 ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-S6kwLbkprYroLJMFEjICyOK ktlSpYr_RE9gOfzNDHc 4-3-3 8-6-5 4-3-3 4-3-3 Scale=1:45.2 4.95 12 NAILED 3 D Iv NK3i- n 0 NAILED 3x4 8 1 N � n 11 12 6 13 5 7 4 1.5x4 11 3x4= NAILED 3x4= NAILED NAILED 4-3 3 8-6-5 4-3-3 4-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:58 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=322/Mechanical,3=110/Mechanical,4=249/Mechanical Max Horz 7=188(LC 8) Max Uplift 7=417(LC 4),3=-53(LC.8),4=-306(LC 8) Max Grav 7=583(LC 27),3=11 O(LC 1);4=361(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-434/267,1-2=-2881177 WEBS 1-6=-1 71/312,2-5=-401/367 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 7=417,4=306. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,4-7=20 Concentrated Loads(lb) Vert:10=46(B)11=0(B)12=-2(6)13=-17(B) Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with 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 ' City Ply Lot 95 New-Ashley Casey T13872442 J180260 P01 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:40 2018 Page 1 I D:BcOBN8wUh4w5N 1 jkPpdJcEzNTEu-wJl IZxlRcszfzTxSoRGRVDsCCH6BY4u7guvOY6zN DHb 2-6-0 7-9-0 10-3-0 2-6-0 5-3-0 2-6-0 Scale=1:16.7 3x4= 1.5x4 11 3x4= 7.00 12 2 7 3 8 4 0 1 5Ll v 1v a a .o m o a Ir a 6 2x4 i 1.5x4 11 2x4 10-3-0 10-3-0 Plate Offsets(X,Y)-- (2:0-2-0,0-2-51,(4:0-2-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 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 10.0 Code FBC2017ITP12014 Matrix-SH Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=182/9-9-0,5=182/9-9-0,6=282/9-9-0 Max Harz 1=21(LC 11) Max Uplift 1=42(LC 12),5=-42(LC 12),6=-69(LC 9) 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;MWFRS(directional)and C-C Exterior(2)0-9-1 to 6-8-15,Interior(1)6-8-15 to 7-9-0,Extedor(2)7-9-0 to 9-5-15 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)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)1,5,6. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify 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 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 Lot 95 New-Ashley Casey T13872443 J180260 P02 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:40 2018 Page 1 ID:Bc0BN8wUh4w5N 1jkPpdJcEzNTEu-wJIIZxlRcszfzTxSoRGRVDsCNH6yY4y7guv0Y6zNDHb 4-6-0 5-9-0 10-3-0 4-6-0 1-3-0 4-6-0 Scale=1:17.4 3x4= 1.5x4 II 3x4= 2 3 4 8 7.00 12 7 0 N 5 Ll 1 .D o b d r 0 SEMEN= 0 6 2x4 i 1.5x4 11 2x4 10-3-0 10-3-0 Plate Offsets(X Y)-- [2:0-2-0,0-2-51,[4:0-2-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 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 10.0 Code FBC2017[TP12014 Matrix-SH Weight:32 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. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=181/9-9-0.5=181/9-9-0,6=285/9-9-0 Max Horz 1=-44(LC 10) Max Uplift 1=-49(LC 12),5=-49(LC 12),6=-28(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 4-6-0,Exterior(2)4-6-0 to 5-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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)1,5,6. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ®WARNING-Verify design parameters and READ NOTES oN THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pp�T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracIVI ing G Aek• Is always required for stability and to prevent 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 Lot 95 New-Ashley Casey T13872444 J180260 P03 Piggyback 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 09:28:41 2018 Page 1 ID:Bc0BNBwUh4w5N1jkPpdJcEzNTEu-0VsgmH13N95WbdWeM8og1 RPMihSAHX2HuYex5YzNDHa 5-1-8 10-3-0 5-1-8 5-1-8 4x4= Scale=1:19.3 2 7.00 iF1 7 6 5 8 3 1 Li 1 v v m o ,o m o d I� 0 6 4 2x4 1.5x4 11 2x4 10-0-01 p-3-p 10-0-0 3- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight:33 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=148/9-9-0,3=148/9-9-0,4=350/9-9-0 Max Horz 1=51(LC 11) Max Uplift 1=-36(LC 12),3=-36(LC 12),4=-54(LC 12) Max Grav 1=150(LC 21),3=150(LC 22),4=350(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=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 5-1-8,Exterior(2)5-1-8 to 8-1-8 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)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)1,3,4. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 11,1ITEKREFERANCE 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.Addtional 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.see.ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovoliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply Lot 95 New-Ashley Casey 713872445 J180260 PO4 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 122018 MiTek Industries,Inc. Wed Apr 25 09:28:42 2018 Pagel ID:BcOBNBwUh4w5N1jkPpdJcEzNTEu-shQ2_dmiBTDNCn5gwsJvaexYK5oSo_Z07COUd_zNDHZ 4-0-0 6-3-0 10-3-0 4-0-0 2-3-0 4-0-0 Scale=1:16.7 3x4= 1.5x4 II 3x4= 2 3 4 T 7.00 F12 co N N 5 i a •o Ic? I a a 0 6 2x4'- 1.5x4 11 2x4 10-3-0 10-3-0 Plate Offsets(X Y)-- J2:0-2-0,0-2-51,[4:0-2-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a rl/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=207/9-9-0,5=207/9-9-0,6=232/9-9-0 Max Harz 1=38(LC 11) Max Uplift 1=-56(LC 12),5=-56(LC 12),6=-23(LC 9) 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. II;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 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)1,5,6. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.lnls design is 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 KWIC Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East 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 Lot 95 New-Ashley Casey 713872446 J180260 P05 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Wed Apr 25 0928:43 2018 Pagel ID:BcOBN8wUh4w5N1jkPpdJcEzNTEu-LuzRBynKvnLEgxgOTZg86sUiLU9?IRZZMs729RzNDHY 2-0-0 8-3-0 10-3-0 2-0-0 6-3-0 2-0-0 Scale=1:17.5 7.00 F12 3x4= 1.5x4 II 4x4= 2 3 8 4 5 m 0 1 a v a TI� o a MOM 6 7 6 2x4 i 1.5x4 II 1.5x4 II 2x4 10-3-0 10-3-0 Plate Offsets(X Y)-- [2:0-2-0,0-2-51 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) 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 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight:29 lb FT=20% LUIJiBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-3-0. (lb)- Max Horz 1=15(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,5,6,7 Max Grav All reactions 250 Ib or less at joint(s)1,5,6 except 7=309(LC 21) 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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-9-1 to 6-2-15,Interior(1)6-2-15 to 8-3-0,Exterior(2)8-3-0 to 9-5-15 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)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/rPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6,7. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Thomas A,Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 25,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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/IPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 Iq.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 ff-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See SCSI. 1 C1-2 c2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves WEBS c3q may require bracing,or alternative Tor I C p bracing should be considered. 3. Never exceed the design loading shown and never °p 3 U stock materials on inadequately braced trusses. O 1 IN a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 c�7 csa designer,erection supervisor,property owner and plates 0-1r19' 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 atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. Software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 190/.at time of fabrication. +� PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11,Pldte type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. , 18.Use of green or treated lumber may pose unacceptable E91environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTehk 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 Builder - JOb,lnfOrmatlOn , Riverside Homes "I'S Job#: J180260 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney f8 Designer: Ashley Casey Manning Building Supplies ,Fk Job , ra Jacksonville, FL 32256 jaxtruss@mbs-corp.com PACE , r:o, Phone: (904) 268-8225 * Fax: (904) 260-2981 teportand:D:ellvery Date:' Lot 95 New DATE 04/25/18 1717 Maritime Oaks Dr Del. Date: Atlantic Beach, FL 32233F Cover Sheet j I Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT i 1 7.00 0.00 A01 17-11-00 17-11-00 2 X 4 2 X 6 05-03-06 8 7.00 0.00 A02 17-11-00 17-11-00 2 X 4 2 X 4 06-05-02 j 1 2.50 0.00 B01 11-09-12 11-09-12 2 X 4 2 X 4 03-00-08 9 2.50 0.00 B02 12-00-12 12-00-12 2 X 4 2 X 4 03-09-05 4 2.50 0.00 B03 11-09-12 11-09-12 2 X 4 2 X 4 03-08-11 1 2 Ply 2.50 0.00 604 11-09-12 11-09-12 2 X 412 X 4 03-08-11 1 2 Ply 0.00 0.00 C01 25-11-00 25-11-00 2 X 8 2 X 8 03-00-00 1 2 Ply 0.00 0.00 CO2 07-00-08 07-00-08 2 X 4 2 X 6 03-00-00 1 2 Ply 7.00 0.00 D01 35-03-00 35-03-00 2 X 4 2 X 4 08-01-00 1 7.00 0.00 D02 35-03-00 35-03-00 2 X 412 X 4 09-03-00 1 7.00 0.00 D03 35-03-00 35-03-00 2 X 4 2 X 4 10-05-00 1 7.00 0.00 D04 35-03-00 35-03-00 2 X 4 2 X 4 02-00-00 11-07-00 2 7.00 0.00 D05 35-03-00 35-03-00 2 X 4 2 X 4 02-00-00 11-03-08 1 7.00 0.00 D06 35-03-00 35-03-00 2 X 412 X 4 11-03-08 ® 2 7.00 0.00 D07 35-00-00 35-00-00 2 X 4 2X4, 11-03-08 ® 1 7.00 0.00 D08 35-00-00 35-00-00 2 X 4 2 X 4 1 00-02-00 11-03-08 ® 3 7.00 0.00 D09 34-07-00 34-07-00 2 X 4 2 X 4 11-03-08 ® 1 7.00 0.00 D10 34-07-00 34-07-00 2 X 4 2 X 4 11-03-08 ® 1 7.00 0.00 D11 35-00-00 35-00-00 2 X 4 2 X 4 00-02-00 10-01-08 ® 1 7.00 0.00 D12 35-00-00 35-00-00 2 X 4 2 X 4 00-02-00 08-11-08 ® 1 2 Ply 7.00 0.00 D13 35-00-00 35-00-00 2 X 4 2 X 6 00-02-00 07-09-08 ® 1 3.50 0.00 E01 07-10-12 07-10-12 2 X 4 2 X 4 03-00-04 7 3.50 0.00 E02 08-01-12 08-01-12 2 X 4 2 X 4 03-09-07 3 3.50 0.00 E03 10-01-12 10-01-12 2 X 4 2 X 4 04-04-07 { Builder ;r Job Information ft Riverside Homes Job#: J180260 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 95 New Phone: (904) 268-8225 * Fax: (904) 260-2981 Report andDelivery:Date DATE 04/25/18 1717 Maritime Oaks Dr Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 G01 23-11-00 23-11-00 2 X 4 2 X 6 05-03-06 1 7.00 0.00 G02 23-11-00 23-11-00 2 X 4 2 X 6 06-05-06 1 7.00 0.00 G03 23-11-00 23-11-00 2 X 4 2 X 6 07-07-06 1 7.00 0.00 G04 23-11-00 23-11-00 2 X 4 2 X 6 07-01-04 1 7.00 0.00 G05 23-11-00 23-11-00 2 X 4 2 X 6 05-11-04 1 7.00 0.00 G06 23-11-00 23-11-00 2 X 4 2 X 6 04-09-04 1 7.00 0.00 G07 23-11-00 23-11-00 2 X 4 2 X 4 03-07-04 1 7.00 0.00 G08 23-11-00 23-11-00 2 X 4 2 X 4 02-05-04 7 3.50 0.00 G09 21-11-00 21-11-00 2 X 4 2 X 4 03-10-15 9 7.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 05-03-06 8 7.00 0.00 J02 05-00-00 05-00-00 2 X 4 2 X 4 04-01-06 8 7.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-11-06 8 7.00 0.00 J04 01-00-00 01-00-00 2 X 4 2 X 4 01-09-06 4 4.95 0.00 J05 09-10-01 09-10-01 2 X 4 2X4, 00-00-06 05-03-01 4 4.95 0.00 J06 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 05-01-14 6 7.00 0.00 J07 07-00-00 07-00-00 2 X 4 2 X 4 08-01-00 1 7.00 0.00 J08 07-00-00 07-00-00 2 X 4 2 X 4 07-07-03 1 7.00 0.00 J09 07-00-00 07-00-00 2 X 412 X 4 06-05-03 1 7.00 0.00 J10 03-00-00 03-00-00 2 X 4 2 X 4 05-09-00 7 7.00 0.00 J11 01-00-00 01-00-00 2 X 4 2 X 4 04-07-00 1 4.95 0.001 J12 05-06-15 05-06-15 2 X 4 2 X 4 00-00-06 06-03-10 1 7.00 0.00 J13 04-02-00 04-02-00 2 X 412 X 4 06-05-03 1 7.00 0.00 J14 03-00-00 03-00-00 2 X 4 2 X 4 05-09-00 1 4.95 0.00 J15 05-09-15 05-09-15 2 X 4 2 X 4 00-00-06 06-04-14 Builder Job Info"S1 rmation Riversidd Homes Job#: J180260 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 3 ."Of� Job. 71 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 95 New Phone: (904) 268-8225 * Fax: (904) 260-2981 -Report and D,eliueryDate DATE 04/25/18 1717 Maritime Oaks Dr Del. Date: Atlantic Beach, FL 32233 F Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG I CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT 5 7.00 0.00 J16 07-00-00 07-00-00 2 X 4 2 X 4 08-01-00 C 3 7.00 0.00 J17 05-00-00 1 05-00-00 2 X 4 2 X 4 06-11-00 3 7.00 0.00 J18 03-00-00 03-00-00 2 X 4 2 X 4 05-09-00 1 4.95 0.00 J19 09-10-01 09-10-01 2 X 4 2 X 6 00-00-06 08-00-11 1 4.95 0.00 J20 09-07-01 09-07-01 2 X 4 2 X 6 00-00-06 07-11-07 2 7.00 0.00 J21 02-08-02 02-08-02 2 X 4 2 X 4 00-02-00 05-06-12 1 4.95 0.00 J22 03-08-11 03-08-11 2 X 4 2X4, 00-00-06 1 05-06-07 1 4.95 0.00 J23 03-05-11 03-05-11 2 X 4 2 X 4 00-00-06 05-05-03 1 7.00 0.00 J24 06-06-00 06-06-00 2 X 4 2 X 6 05-06-12 1 7.00 0.00 J25 06-06-00 06-06-00 2 X 4 2 X 4 06-08-12 6 12 7.00 0.00 J26 06-06-00 06-06-00 2 X 4 2 X 4 07-09-08 1 4.95 0.00 J27 09-00-05 09-00-05 2 X 4 2 X 4 00-00-06 07-09-03 1 7.00 0.00 J28 04-09-00 04-09-00 2 X 4 2 X 4 06-11-00 1 7.00 0.00 J29 02-09-00 02-09-00 2 X 4 2 X 4 05-09-00 1 7.00 0.00 J30 00-09-00 00-09-00 2 X 4 2 X 4 04-07-00 1 4.95 0.00 J31 08-06-05 08-06-05 2 X 4 2 X 4 07-07-15 ® 1 7.00 0.00 1301 09-09-00 09-09-00 2 X 4 2 X 4 01-04-00 1 7.00 0.00 P02 09-09-00 09-09-00 2 X 4 2 X 4 02-06-00 5 7.00 0.00 P03 09-09-00 09-09-00 2 X 4 2 X 4 02-10-06 1 7.00 0.00 PO4 09-09-00 09-09-00 2 X 4 2 X 4 02-02-08 ® 1 7.00 0.00 P05 09-09-00 09-09-00 2 X 4 2 X 4 01-00-08 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 '" ��' 5 Job Information � Builder: w 9711 1, "S1 Riverside Homes Job#: J180260 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 4 h Job , Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 95 New Phone: (904) 268-8225 Fax: (904) 260-2981 *Reportand Delrvery�Date_ DATE 04/25/18 1717 Maritime Oaks Dr Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-1-16 2 Hanger HGUS26-2 24 Hanger HTU26 1 Hanger SUR26