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1822 Atlantic Beach Dr - New Home Permit 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: RES17-0210 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 572749.2 Issue Date: 11/14/2017 Expiration Date: 5/13/2018 PROPERTY ADDRESS: Address: 1822 ATLANTIC BEACH DR RE Number: 169505 1600 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 Phone: PERMIT INFORMATION: Please see attached conditions of approval WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER �s t t, Building Department � (To be assigned by the Building Department.) 800 Seminole RoadG'S I 2 ( O Atlantic Beach, Florida 32233-5445 V Phone(904)247-5826 • Fax(904)247-5845 r "Ldjw)9'- E-mail: building-dept@coab.us Date routed: 1 y l �� City web-site: http://www.coab.us 11 APPLICATION REVIEW AND TRACKING FORM Property Address:). (-A1/k-)T( Q- )—(4C{( Department review required Yes o uilding Applicant: U anning &Zonin Tree Administrator Project: E ✓J c ,�G,L ppiVc L:—/ is Utilitie 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: APPUCATION STATUS Reviewing Department First Review: Approved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: / p Date:/0 -d6 7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Den d. [-]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 0 511 9/201 7 R a i CITY OF ATLANTIC BEACH x sti 800 Seminole Road Atlantic Beach,Florida 32233 r Telephone(904)247-5800 l ` FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 10/25/2017 _ Received by:_ Resubmitted: Permit Number: !7— 02/0 Original Plans Examiner: Project Name: Lot 61 Project Address: 1822 Atlantic Beach Drive Contractor: Toll Bros., Inc. Contact Name: ;rianna TallmanContact Phone : 90O-595-5243 ntata e- I: btallma tollbrothers.com Recision/Plan Check/Permit Fee(s)D 00 Description of Proposed Revision to Ex . Added dimensions to indicate overall heiq.ht from grade on all buildingelevations; clouded and tagged on sheets A5.82 & A5.1.82 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/ U Approval:., f By signing below.I (print name)..,Lf2nC--b1^ affirm that the above revision is inclusive of the proposed c nges. � a - ZS ►� Signature of Contractor/Agent (contractor must sign if incrcase in valuation) nate office Ilse Only l E !)ate: 1` ^ 7 Approved: Rejected. Notiriadby: Plan Review Comments: / rh QqUartment review required Yes No ✓✓�� Buildin ................_...t.._._ ..._.... .....................__ annin &Zonin Plans Examiner ree dministrator Public Works ` .-� 7 Public Utilities Public Safety m Date 0-ted 4/13116 R v s Fire Services l syL�r City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) i Seminole Road R C—__S 1 _ 0210 ... �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No uilding Applicant: L_L. (, U Sanning &Zonin Tree Administrator Project: EVJ c ,y GLS p� or s is Utilitie 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. ;al5enied. []Not applicable (Circle one.) Comments: BUILDING' PLANNING &ZONING / Reviewed b � �� Date:(0-1-3-0TREE ADMIN. Second Review: []Approved as revised. Denied. ❑ pp ❑ ❑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 ZONING REVIEW COMMENTS fA City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 ,.1 D jI1:I;.> Date: 10/23/2017 Permit: RES 17-0210 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May Ave, Ponte Vedra FL Site Address: 1822 ATLANTIC Phone: 904-217-0739 BEACH DR RE#: 1695051600 Email: btallman@tollbrothers.com Correction Comments Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. Informational Comments Zoning Planner CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 10/25/2017 Received by: Resubmitted: Permit Number: a17 - ( z_t 0 Original Plans Examtner: Proiect Name: Lot 61 Project Address: 1822 Atlantic Beach Drive Contractor: Toll Bros., Inc. Contact Nance: Brianna Tallman Contact Phone: 904-595-5243 Contact e-mail: btallman@tollbrothers.com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: Added dimensions to indicate overall height from grade on all building elevations; clouded and tagged on sheets A5.82 & A5.1.82 -��- I Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. l (prim umne) nCb 1'6affirm that the above revision is inclusive of the proposed c ages. la - Signature of Contractor/Agent(contmoormust sign irincrease in valuation) Date i i Office Use Only 1 I I Dale: Approved: � Rejected:... Natitiedby: I i r 4 flan Review Comments: I _ggaLl 3 ment review required Yes No 13uildin fl% 1/` ..._---s anning&Zoni ree dministrator / Plans Examiner Public Works Public Utilities Public Safety Date 4/13/16 tctv.s Fire Services ar�;yy„ City of Atlantic Beach APPLICATION NUMBER Js ,� Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 RES ( 7 v Z 10 Phone(904)247-5826 • Fax(904)247-5845 � J ;31t E-mail: building-dept@coab.us OCT r s Date routed: 1y b City web-site: http://www.coab.us APPLICATION REVIEW AND_''TRACKING FORM Property Address: ��z �7Lf-�w7 C g — ( Department review required Yes No uilding Applicant: 0 L L L R C)S e arming &Zonin Tree Administrator Project: N Et,J S c N GLS R rn c L`/ isor s is Utili ie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: l TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rSyjr�,, City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) i 800 Seminole Road C� Atlantic Beach, Florida 32233-5445 tJ Phone(904)247-5826 • Fax(904)247-5845 OCTO 16 2W � (� (13 /t :z E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TR CKING FORM Property Address: Department review required Yes No uilding Applicant: 0 L_L l'j R U S armiinng &Zon Tree Administrator Pro ect: j �(rJ c !� C._C_ Pl"VA c i-�`•-� is or s is Utili Ue Public Safety Fire Services Review fee $ Dept Signature c—\_ 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 &ZONINGr„/ I Reviewed by: Date: k2 � TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable P 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 Building Permit Application OFFICE COPY r City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 fq x Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 1822 Atlantic Beach Drive Permit Number: R ES 1-7 —0Z10 Legal Description Lot 61 Atlantic Beach Country Club Unit 2 Parcel#67-132 08-2S-29E 193 RE# 169505-1600 Valuation of Work(Replacement Cost)$ 1723.39 Heated/Cooled SF 4328 Non-Heated/Cooled 1704 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 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: New home construction. Florida Product Approval# See attached. for multiple products use product approval form Property Owner Information Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue city Ponte Vedra State FL zip 32081 Phone 904-217-0739 E-Mail btallmant-tollbrothers.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) TOLL FL VI, LP Contractor Information Name of Company: Toll Bros., Inc. Qualifying Agent: Steven R. Merten Address 160 Cape May Avenue city Ponte-Ve ra State FL zip 32081 Office Phone 904-595-5243 Job Site/Contact Number, 904-595-5243 State Certification/Registration# CGC1510225 E-Mail btailman@toiibrothers.com Architect Name& Phone# Toll Architecture (407) 248-5800 Engineer's Name&Phone# Lou Pontigo & Associates (904) 242-0908 Workers Compensation Policy#MWC30267702 / Expires' 9/1/2018 _ Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 PAY!AIG TWICE FOR IMPROVEMENTS TO YOUR PRO TY. IF YOU INTEND TO OBTAIN FINANCI , CONSULT WITH YOUR LENDER OR AN A EY BEFORE RECORDING YOUR E OF COMMENCEMENT. (Signature o wner or Agent including Contractor) Signature of Contractor) Signed and sworn to(or affirmed)before me this 4 day of Signed and swor to(or affirmed)before me this A-day of (Xio to ZOl by St9W—Met"+P.v) DftbfA- . ADH by `af; k (Yte,/+.OA -- 4.0 is a ure ue Lie r Notary) T7:!r sion GG 126068 Notary Public State of Florida 8/2021 Melissa Sue Liebermn yMy Commission GG 128068 +. Expires 09/18/2021 Known OR Personally Known OR [ ]Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of O tom&bex— ,20 l7 , 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 TOLL FL VI,LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This work is generally described as Pavers in the Right-of-Way for the driveway. 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 1822 Atlantic Beach Drive, Parcel#67-132 08-2S-29E. 193 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. US further agrees that the CITY and its officers and employees shall be saved harmless by the USER from an f the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the U Date101 q11 Property Owner: eve R erten,Division Sr. Vice President,TOLL FL VI,LP(signed i pre ce of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this 4 day of QC-4-obSr�- ,20 tl , by S-k01P- YWa-eA , SVP ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signature o ofPubli , State of Florida Approved/Public Works Department: Personally Known Produced Identification(Type) - "V"*T�.*+�P Notary Public State of Florida Scott Williams, Interim Public Works Director Melissa Sue Lieherman :. pT My Commission GG 1%tiubs OF Expires Expires 09/16/2021 RIGHT-OF-WAY/ EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1822 Atlantic Beach Drive Phone 904-595-5243 Permittee Bftm,rTvrr,—ah Qi Mt,(Vj ( _()ll $ISS•, Inc- Email btaiiman@tollbrothers.com Requesting Permission to Construct Pavers in Right of Way for the driveway. Location(Reference to Cross-Street) Atlantic Beach Dr&Atlantic Beach Ct.-06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • 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 Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within 3o 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, damage4oion. f expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rigvileges. • The Director of rks shall be notified twenty-four(24)hours prior to starting work and again immediately up Date Permittee(signed in pres e f tary Public) STATE OF FLORIDA, OUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this 44 day of bC+ok o,,_ ,201—, by kyt—MffTfGI/L ,who personally appeared before me and (printed name of Permittee) acknowledge at he/she s' ed the instrument voluntarily for the purpose expressed in it. av Personally Known Signature oof Public,State of Florida Produced Identification(Type) ip No Notary Public Stats of Florida Melissa Sue Lieberman My Commission GG 126088 f Expires 09/18/2021 City of Atlantic Beach �. PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date ld-17 -l7 Project Address / SZ 2 Al-orrr I L &&r 14 D(— Number of Units i Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation MeterUpgrade Existing Meter from to (size) New Reclaim Water Meter Size �Y New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# 'OL 5 1-7 - 0 2 10 Water System Development Charge $ 14 Ot 00 A6C_c Sewer System Development Charge $ Water Meter Only $ t b S' E�y Reclaim Meter Only $ S, &J- Water Meter Tap $ Sewer Tap $ Cross Connection $�o1 DU Other $ TOTAL $ `S (4 d Oy (Notes) APPROVED Kayle Moore, P.E. C6%k Date 7 L Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED OFFICE COPY Applzca e Co es: 2010 FLORIDA BUILDING CODE .�e��suZt (circle one). Approved Disapproved App roved}w/ Conditions Review Initials/Date: /'Y1 /o beyelobment Size . fIabitable Space s.r Nan-habitable ?d S,F. .�Y F. mpervious area fiseella:neous Information. ►ccupancy Group (z- 3 Me of Construction V (3 amber of Stories Z nig District L X. Occupancy Load SpriDZclers Required A.Zone � ditions/comments: OFFICE C0PY �°��"^' kez;S ' �'o Doc#2017224755,OR BK 18136 Page 3911, Number Pages:1 Recorded 10/02/2017 at 01:08 PM, NOTICE OF COMMENCEMENT Ronnie Fussell CLERK CIRCUIT COURT DUVR COUNTY RECORDING$10.00 State of: FLORIDA Tax Folio No. 169505-1600 County of: DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 61 Atlantic Beach Country Club Unit 2,67-132 08-2S-29E.193 Address of property being improved: 1822 ATLANTIC BEACH DRIVE ATLANTIC BEACH FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 160 CAPE MAY AVE.,PONTE VEDRA,FL 32081 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS.,INC. Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN,Division Sr.Vice President Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to reLeive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 831/12 Before me day of ' S-k- in the County of St.Johns, State Of FI da,has personally appeared C V C�er�e-Yl �s�yp „1MIIIy BRIANNA TALLMAN Notary Public at Large,State of Florida,County of ST.JOHNS. L Commission N GG 46836 My commission expires: \1 — \L4- 2(D I My commission Expires Personally Known: a or _* *_ ate' ` November 14, 2020 Produced Identification' BRIANNA TALLMAN Commission p GG 46836 ' N My Commission Expires w,4 rte' November 14, 2020 0 U W r 0 U_ a M LL- LL O � N 00 ^" 00 wl 06N •b C/� u" kr 0000 N vl "T N O .-. 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" § k / k as ] \ E - -2 OFFICE COPY FORM R405-2014 i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CATALINA 4328 Right NE Builder Name: Toll Brothers Street: Lot 61 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Y�� Duval(Florida Climate Zone 2 Count ) i Design Location: FL,Jacksonville i 1. New construction or existing New(From Plans) 9. Wall Types(4093.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3595.60 ft2 b. Frame-Wood,Adjacent R=13.0 497.50 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms -4 d. N/A R= ft2 10.Ceiling Types (3447.0 sgft.) insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 3079.00 ft2 6. Conditioned floor area above grade(W) 4328 b.Under Attic(Vented) R=19.0 368.00 ft2 c.N/A R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(614.6 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 456 a. U-Factor: Dbl,U=0.34 614.61 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 218 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtulhr Efficiency a.Central Unit 42.0 SEER:14.00 SHGC: b.Central Unit 24.0 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 42.0 HSPF:8.20 SHGC: b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: -4.201 -ft. Area Weighted Average SHGC: 0,270 14.Hot water systems a.Natural Gas Tankless Cap: 1 gallons 8. Floor Types (4328.0 sgft.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2839.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 881.00 ft2 None c.other(see details) R= 608.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 100.68 c Glass/Floor Area: 0.142 Total Baseline Loads: 108.20 PASS I hereby certify that the plans and specifications covered by Review of the plans and 0-EKE SZATF this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance `K. � with the Florida Energy Code. Before construction is completed PREPARED BY: �s - DATE: d)8_z this building will be inspected for ? ' compliance with Section 553.908 FloridaStatutes. �',. I hereby certify that this building, as designed,is in compliance '� Q5 with the Florida Energy ode. CSD N - BUILDING OFFICIAL: OWNER/AGENT' Ailrx1- 1 S. 7 DATE: 8-30-17 DATE: OF - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. I i l I 8/14/2017 1:27 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 I I FORM R405-2014 PROJECT Title: CATALINA 4328 Right NE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 4328 Lot Owner: Toll Brothers Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: . Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 61 Atlantic Beach C Permit Office: Atlantic Beach Cross Ventilation: No County: Duval i Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL. jNew/Existing: New(From Pians) i Comment: CLIMATE i I / IECC Design Temp Int Design Temp Heating Design Daily Temp i v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range t FL,Jacksonville FL JACKSONVILLE INT 2 32 93 70 75 1281 49 Medium t BLOCKS Number Name Area Volume 1 Block/ .2839 28390 2 Block2 1489 13401 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 2839 28390 Yes 3 .2 1 Yes Yes Yes 2 2nd Floor 1489 13401 No 2 .2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 226 ft 0 .2839 ft2 M 0 0 1 2 Floor Over Other Space 2nd Floor --- -__- 881 ft2 0 0 0 1 3 Floor over Garage 2nd Floor ---- 608 ft2 19 0 0 1 ROOF j Roof Gable Roof Solar SA Emitt Emitt Deck Pitch `/ V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Metal 3734 ft2 718 ft2 Medium 0.6 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC i 1 Full attic Vented 300 3447 ft2 N N i k 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 19 Blown 200 ft2 0.11 Wood 2 Under Attic(Vented) 2nd Floor 38 Blown 1289 ft2 0.11 Wood 3 Under Attic(Vented) 1st Floor 19 Blown 168 ft2 0.11 Wood 4 Under Attic(Vented) 1st Floor 38 Blown 1790 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below?/ VA Ornt To Wall Type.- Space Ft In Ft In Ar,--a RAI;,'- Fmctinn Absor GT _ 1 E Exterior Frame-Wood 1 st Floor 19 8 9 10 0 87.5 ft2 0 0.23 0.6 0 _ 2 SE Exterior Frame-Wood 1st Floor 19 40 6 12 0 486.0 ft2 0 0.23 0.6 0 _ 3 W Exterior Frame-Wood 1st Floor 19 3 6 12 0 42.0 ft2 0 0.23 0.6 0 I 4 SW Exterior Frame-Wood 1 st Floor 19 49 0 12 0 588.0 ft2 0 0.23 0.6 0 I - - 5 S Exterior Frame-Wood 1 st Floor 19 3 6 12 0 42.0 ft2 0 0.23 0.6 _ 6 NW Exterior Frame-Wood 1st Floor 19 33 5 12 0 401.0 ft2 0 0.23 0.6 0 _ 7 NE Exterior Frame-Woad 1st Floor 19 20 1 10 0 200.8 ft2 0 0.23 0.6 0 _ 8 NE Garage Frame-Wood 1 st Floor 13 49 9 10 0 497.5 ft2 0 0.23 0.6 0 _ 9 E Exterior Frame-Wood 2nd Floor 19 8 9 9 0 78.8 ft2 0 0.23 0.6 0 10 SE Exterior Frame-Wood 2nd Floor 19 40 9 9 0 366.8 ft2 0 0.23 0.6 0 _11 SW Exterior Frame-Wood 2nd Floor 19 39 9 9 0 357.8 ft2 0 0.23 0.6 0 _12 NW Exterior Frame-Wood 2nd Floor 19 46 9 9 0 420.8 ft2 0 0.23 0.6 0 _13 NE Exterior Frame-Wood 2nd Floor 19 40 9 9 0 366.8 ft2 0 0.23 0.6 0 _14 S Exterior Frame-Wood 2nd Floor 19 8 9 9 0 78.8 ft2 0 0.23 0.6 0 15 N Exterior Frame-Wood 2nd Floor 19 8 9 9 0 78.8 ft2 0 0.23 0.6 0 I DOORS 7# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 6 3 8 24 ft2 2 NE Insulated 1st Floor None .6 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening . 1 SE 2 Vinyl Low-E Double Yes 0.34 0.27 20.7 ft2 1 ft 4 in 1 ft 0 in None Interior 5 2 SE 2 Vinyl Low-E Double Yes 0.34 0.27 8.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 3 W 3 Vinyl Low-E Double Yes 0.34 0.27 15.5 ft2 1 ft 4 in 1 ft 0 in None Interior 5 4 SW 4 Vinyl Low-E Double Yes 0.34 0.27 96.0 ft2 9 ft 0 in 1 ft 0 in None Interior 5 5 SW 4 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft4 ft 4 in 1 ft 0 in None Interior 5 6 SW 4 Vinyl Low-E Double Yes 0.34 0.27 46.5 ft2 12 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 7 S 5 Vinyl Low-E Double Yes 0.34 0.27 15.5 ft2 6 ft 4 in 1 ft 0 in None Interior 5 i 8 NW 6 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds Interior 5 9 NW 6 Vinyl Low-E Double Yes 0.34 0.27 11.1 ft2 1 ft 4 in 11 ft 0 in None Interior 5 10 NE 7 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 11 NE 7 Vinyl Low-E Double Yes 0.34 0.27 20.7 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Interior 5 I J I I Page3of5 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software I I FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. I Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 12 E 9 Vinyl Low-E Double Yes 0.34 0.27 16.7 ft2 1 ft 4 in 1 ft 0 in None Interior 5 13 NW 12 Vinyl Low-E Double Yes 0.34 0.27 46.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds interior 5 i14 NW 12 Vinyl Low-E Double Yes 0.34 0.27 6.7 ft2 1 ft 4 in 1 ft 0 in None Interior 5 i 15 NE 13 Vinyl Low-E Double Yes 0.34 0.27 16.7 ft2 1 ft 4 in 1 ft 0 in None Interior 5 15.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Interior 5 16 NE 13 Vinyl Low-E Double Yes 0.34 0.27 17 SE 10 Vinyl Low-E Double Yes 0.34 0.27 12.5 ft2 1 ft 4 in 1 ft 0 in None Interior 5 18 NE 13 Vinyl Low-E Double Yes 0.34 0.27 33.3 ft2 8 ft 0 in 1 ft 0 in None Interior 5 19 SE 2 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 20 NE 13 Vinyl Low-E Double Yes 0.34 0.27 20.7 ft2 8 ft 0 in 1 ft 0 in None Interior 5 21 SW 11 Vinyl Low-E Double Yes 0.34 0.27 20.7 ft2 1 ft 4 in 1 ft 0 in None Interior 5 22 N 15 Vinyl Low-E Double Yes 0.34 0.27 8.3 ft2 1 ft 4 in 1 ft 0 in None Interior 5 23 SW 4 Vinyl Low-E Double Yes 0.34 0.27 15.5 ft2 '1 ft 4 in 11 ft 0 in Drapes/blinds Interior 5 24 NE 7 Vinyl Low-E Double Yes 0.34 0.27 10.3 ft2 1 ft 4 In 1 ft 0 in None Interior 5 25 SW 11 Vinyl Low-E Double Yes 0.34 0.27 33.3 ft2 1 ft 4 in 1 ft 0 in None Interior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 692 ft2 692 ft2 64 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Wholehouse Proposed ACH(50) 000429 4875.6 267.66 503.38 .4071 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 42 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8.2 24 kBtu/hr 2 sys#2 COOLING SYSTEM -# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 42 kBtu/hr 1260 cfm 0.7 1 sys#1 2 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.7 2 sys#2 HOT WATER SYSTEM i # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gai 60.9 gal 120 deg None �I I I i 1 i 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 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 6 456 ft2 Attic 155 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 218 ft' Attic 71 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [[ ]]Jan �Xj Feb [[ ]]Mar [ ]Apr [ ]May ri Jun [[X]Jul [X]Au [X]Se [ ]Oct [ ]Nov Dec Heating [X]Jan Feb [X]Mar [ ]Apr [ ]May Jun E ]Jul [ ]Au [ ]Sep [ ]Oct [ Nov �X�Dec Venting [[ ]]Jan Feb [[X]]Mar [X]Apr [ ]]]May Jun ]Jul [ ]Aug [ ]Sep [X]Oct [X]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 .3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 7 78 78 78 78 78 78 8 78 78 Heating(WD) PM 68 68 68 66 68 68 68 68 68 68 68 68 8 68 66 66 Heating(WEH) PM 6 66 66 66 66 8 68 68 68 68 68 68 68 68 68 68 68 68 68 66 668 68 6 I: I 8/14/2017 1:27 PM EnergyGauge®USA-FiaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance index, the more efficient the home. I Lot 61 Atlantic Beach CC, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 3595.60 ft2 2. Single family or multiple family Single-family b. Frame-Wood,Adjacent R=13.0 497.50 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 d. N/A 4. Number of Bedrooms 4 In ft`` 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 3079.00 ft2 6. Conditioned floor area(ft2) 4328 b.Under Attic(Vented) R=19.0 368.00 ft2 c.N/A R= ft2 7. Windows- Description Area R ft2 11.Ducts a. U-Factor: Dbl,U=0.34 614.61 ft2 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 456 SHGC: SHGC=0.27 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 218 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 42.0 SEER:14.00 b.Central Unit 24.D SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.201 ft. b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average SHGC: 0.270 8, FloorTypes Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge insulation R=0.0 2839.00 ft2 a. Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 881.00 ft2 b. Conservation features c.other(see details) R= 608.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building o�1HESIP47, Construction through the above energy saving features which will be installed (or exceeded) t, _ o in this home before final inspection. Otherwise, a new EPL Display Card will be completed �,,;''�` `___ ' '{V0� based on installed Code compliant features: Date: 8-30-17 V34� sl % Builder Signature: 1 . Address of New Home: 1822 Atlantic Beach Drive City/FL Zip: Atlantic Beach, FL 3223 WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 i i FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 61 Atlantic Beach CC Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details, ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope, The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4:1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals),Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at anytime after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. 0 R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/14/2017 1:27 PM EnergyGauge(D USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 I FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) ; or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 YZ inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4,4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria. I 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. i 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1, O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have suffcent space,R-10 is allowed. 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 i FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CATALINA 4328 Right NE Builder Name: Toll Brothers Street: Lot 61 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toil Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation / Walls and sill plate shall be sealed. ✓/ The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors i 8/14/2017 1:27 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method , Project Name: CATALINA 4328 Right NE Builder Name: Toll Brothers �I Street: Lot 61 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 4328 sq.ft. Cond.Volume: 41791 cu ft. i Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data j ELA: HOUSE PRESSURE FLOW: EqLA: ACH: ACH(50): t SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, O�01E ST43. performance results demonstrate compliance testing shall be conducted by an s �� with Florida Energy Code requirements in approved third party. A written "��• c" accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: 1—NQ, the code official. MoD W'E� PRINTED NAME: Brianna Tallman BUILDING OFFICIAL: DATE: 8-30-17 DATE: 1 8/14/2017 1:27 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 .: Project Summar OFFICE COPY Job: Lot 61 ABCC Y Date. (Rest of House) By: Saldie Guintivano ( Y� McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:jjacobs@mcgowansac.com Web:www.mcgowansac.com Pro*ect Information For: Toll Brothers FI Notes: Catalina Design Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23335 Btuh Structure 20758 Btuh Ducts 4189 Btuh Ducts 5109 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 27524 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28764 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/ 1 Pressure/AVF 50 Pa/62 cfm Structure 670 Btuh Ducts 1231 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 2839 2839 Equipment latent load 6025 Btuh Volume (ft) 28165 28165 Air changes/hour 0.01 0.00 Equipment Total Load (Sen+Lat) 34789 Btuh Equiv. AVF (cfm) 3 2 Req. total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 12000 Btuh Temperature rise 30 °F Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air flow 1225 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Capacitybalance point=23°F Backup: Input=9 kW, Output=32381 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Aug-1413:39:18 . V1ft'IfIt;.SQ>f�'. Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 1 14 C>— ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Project Summary Job: Lot 61 ABCC Date: `` I( - UP STAIRS By: SaldieGuintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:bacobs@mcgowansac.com Web:www.mcgowansac.com Promect Information For: Toll Brothers FI Notes: Catalina Desian Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10243 Btuh Structure 13203 Btuh Ducts 1874 Btuh Ducts 2419 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 12117 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15623 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/62 cfm Structure 650 Btuh Ducts 536 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 1489 1489 Equipment latent load 3686 Btuh Volume(ft') 14626 14626 Air changes/hour 0.01 0.01 Equipment Total Load(Sen+Lat) 19309 Btuh Equiv.AVF (cfm) 2 1 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162301 Coil FB4CNP025L AHRI ref 9162301 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14.5 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 29 °F Total cooling 22200 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point= 18°F Backup: Input=4 kW, Output= 14720 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf � � 2017-Aug-1413:39:18 Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E First Floor rru- 12x6 7" 12x12 12x12 10" 10" NOOKIKI HEN 12 x 6 GREAT ROOM 0n 7" a0 MAS BED 12x6 12x6 12x6 7„ 7' 14 14" 7 6x12 14" 7„ 10" 12x6 7„ T DINING 10 x 10 an 18x24 10x10 16" 9» 8x4 HIS III��LJJJ HALL LOSE LAUNDRY 6x4 4x8 5" 4" 6x10 12x6 12x12 6'f 7" 9» 10x6 8 x 4 MASTER BATH 5" 4» STUDY 10 x 6 6„ 3"Fan HERS FOYER 9,. F4x8 an 4" FIN 12 x 12 GARAGE ' 12X 12 10" C 4x8 4" 6x12 BED 2 7» "F®an TI® 4 x 8 4' Job#: Lot 61 ABCC McGowan's Heating & Air Condition... Scale: 1 : 108 Performed by Saldie Guintivano for: Pagel Toll Brothers 4850 Collins Road Comfort Builder by Wrightsoft Orange Park,FI 32073 17.0.23 RSU03444 F Phone:904-278-0339 Fax:904-278-0366 2017-Aug-1413:39:48 www.mcgowansac.com jjacobs@mcgowansac.com ...ATALINA 4328 Right Lot 61 AB.rup 2ND FL 1 BONUS 14x6 8" 14" 14" 14" #12 44$ 16H 4 S OR GE3"Fan 14" 16" LOF 4 x 8 3"Fan T 4 x 8 4., 4 , WCQ 12 x 12 SI KS 9.. STAIRS/FOYER UP B4@33"Fan 6x12 12x6 �„ 8 x 4 7 4.. �y 12x6 GAME 7" BED 3 6x12 Job#: Lot 61 ABCC McGowan's Heating & Air Condition... Scale: 1 : 108 Performed by Saldie Guintivano for: Page 2 Toll Brothers 4850 Collins Road Comfort Builder by Wrightsoft Fl Orange Park, FI 32073 17.0.23 RSU03444 Phone:904-278-0339 Fax:904-278-0366 2017-Aug-1413:39:48 www.mcgowansac.com jjacobs@mcgowansac.com ...ATALINA 4328 Right Lot 61 AB rup Manual S Compliance Report Job: Lot 61 ABCC Date: (Rest of House) By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax 904-278-0366 Email:jjacobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI Cooling Equipment Design Conditions Outdoor design DB: 99.2°F Sensible gain: 28764 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 6025 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 34789 Btuh Indoor RH: 50% Estimated airflow: 1225 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Sensible capacity: 29982 Btuh 104%of load Latent capacity: 6283 Btuh 104%of load Total capacity: 36265 Btuh 104%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 27524 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Output capacity: 32361 Btuh 1181/o of load Capacity balance: 23 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1225 cfm Output capacity: 9.5 kW 118%of load Temp. rise: 45 °F Meets are all requirements of ACCA Manual S. 2017-Aug-14 13:39:18 ' - wrightsofth Comfort Builder by Wrightsoft 17.0.23 RSU03444 Pae 1 l� g Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E r Manual S Compliance Report Da e. Lot 61 ABCC ' UP STAIRS By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:jjacobs@mcgowansac.com Web:www.mcgowansac.com Project For: Toll Brothers FI Cooling Equipment Design Conditions Outdoor design DB: 99.2°F Sensible gain: 15623 Btuh Entering coil DB: 75.9°F Outdoor design WB: 80.2°F Latent gain: 3686 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 19309 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO240000AO+FB4CNP025L Actual airflow: 700 cfm Sensible capacity: 15170 Btuh 97%of load Latent capacity: 4011 Btuh 109%of load Total capacity: 19181 Btuh 99%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 31 XF Heat loss: 12117 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO240000AO+FB4CNP025L Actual airflow: 700 cfm Output capacity: 17179 Btuh 142%of load Capacity balance: 18 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 700 cfm Output capacity: 4.3 kW 121%of load Temp. rise: 86 °F Meets are all requirements of ACCA Manual S. 2017-Aug-14 13:39:18 wrightsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MA Front Door faces: E Duct System Summary Job: Lot 61 ABCC Date: (Rest of House) By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:j acobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.238/0.152 in H2O 0.238/0.152 in H2O Lowest friction rate 0.082 in/100ft 0.082 in/100ft Actual air flow 1225 cfm 1225 cfm Total effective length (TEL) 473 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk BATH 2 h 1140 51 34 0.082 4.0 Ox 0 VIFx 78.3 210.0 st6 BED 2 h 3566 159 116 0.083 7.0 Ox 0 VIFx 76.9 210.0 st6 DINING c 1792 72 85 0.122 7.0 Ox 0 VIFx 30.7 165.0 SO FOYER h 2082 93 56 0.113 6.0 Ox 0 VIFx 44.7 165.0 st9 GREAT ROOM c 2856 117 135 0.122 7.0 Ox 0 VIFx 29.6 165.0 st9 GREAT ROOM-A c 2856 117 135 0.121 7.0 Ox 0 VIFx 32.2 165.0 st9 HALL-A c 986 43 47 0.120 5.0 Ox 0 VIFx 39.0 160.0 st2 HERS h 617 27 17 0.117 4.0 Ox 0 VIFx 43.2 160.0 st2 HIS h 646 29 9 0.086 4.0 Ox 0 VIFx 65.8 210.0 st8 LAUNDRY c 588 0 28 0.087 5.0 Ox 0 VIFx 69.3 205.0 st8 MASTER BATH h 1511 67 46 0.086 6.0 Ox 0 VIFx 68.1 210.0 st8 MASTER BED C 1882 85 89 0.118 7.0 Ox 0 VIFx 36.9 165.0 st7 MASTER BED-A c 1882 85 89 0.117 7.0 Ox 0 VIFx 37.9 165.0 st7 NOOK/KITCHEN c 2194 67 104 0.118 7.0 Ox 0 VIFx 36.0 165.0 st7 NOOK/KITCHEN-A c 2194 67 104 0.117 7.0 Ox 0 VIFx 38.3 165.0 st7 POWDER h 265 12 9 0.085 4.0 Ox 0 VIFx 69.4 210.0 st6 STUDY h 2715 121 112 0.116 7.0 Ox 0 VIFx 40.4 165.0 SO WC c 1 0 0 0.087 4.0 Ox 0 VIFx 64.5 210.0 st8 \naC 2 h 289 13 10 0.085 4.0 Ox 0 VIFx 71.1 210.0 st6 2017-Aug-1413:39:18 A;. wrightsoft` Comfort Builder by Wrightsoft 17.0.23 RSU03444 Pape 1 k& ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Supply Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st9 Peak AVF 520 523 0.113 490 14.0 0 x 0 VinlFlx st4 st6 Peak AVF 234 169 0.082 530 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 305 233 0.082 559 10.0 0 x 0 VInIFIX st8 Peak AVF 96 83 0.086 217 9.0 0 x 0 VinlFlx st7 st7 Peak AVF 401 469 0.086 439 14.0 0 x 0 VinlFlx st3 st3 Peak AVF 401 469 0.086 439 14.0 0 x 0 VinlFlx st4 Peak AVF 520 523 0.113 490 14.0 0 x 0 VinlFlx Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 106 100 172.7 0.088 195 10.0 Ox 0 VIFx rt4 rb8 Ox 0 251 169 184.6 0.082 460 10.0 Ox 0 VIFx rt4 rb11 Ox 0 373 385 161.0 0.095 871 9.0 Ox 0 VIFx rt3 rb10 Ox 0 494 571 144.1 0.106 409 16.0 Ox 0 VIFx rt3 Return Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 Peak AVF 358 269 0.082 334 14.0 0 x 0 VinlFix rt2 rt2 Peak AVF 358 269 0.082 334 14.0 0 x 0 VinlFlx rt3 Peak AVF 867 956 0.095 685 16.0 0 x 0 VinlFlx 2017-Aug-1413:39:18 'i wrightsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 `-+ ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: Lot 61 ABCC Date: - UPSTAIRS By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:j acobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.304/0.196 in H2O 0.304/0.196 in H2O Lowest friction rate 0.134 in/100ft 0.134 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 373 ft Supply BranchDetail Table Design HtgClg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 3 h 320 18 18 0.143 4.0 Ox 0 VIFx 48.1 165.0 st5 BATH 4 h 280 16 16 0.175 4.0 Ox 0 V1Fx 39.1 135.0 st1 BED 3 c 2069 88 93 0.144 7.0 Ox 0 VIFx 46.1 165.0 st5 BED 4 c 2389 84 107 0.193 7.0 Ox 0 VIFx 27.9 130.0 SO BONUS-A h 2680 155 136 0.184 8.0 Ox 0 VIFx 35.0 130.0 SO GAME c 2054 81 92 0.143 7.0 Ox 0 VIFx 47.0 165.0 st5 GAME-A c 2054 81 92 0.140 7.0 Ox 0 VIFx 52.2 165.0 st5 SINKS c 70 3 3 0.138 4.0 Ox 0 VIFx 50.8 170.0 st5 SINKS 4 h 156 9 7 0.191 4.0 Ox 0 VIFx 29.2 130.0 st1 STAIRS/FOYER UP-A h 2706 156 131 0.134 7.0 Ox 0 VIFx 61.6 165.0 st5 WC 3 h 152 9 6 0.140 4.0 Ox 0 VIFx 51.6 165.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 436 435 0.134 555 12.0 0 x 0 VinlFlx st1 st1 Peak AVF 700 700 0.134 655 14.0 0 x 0 VinlAx 2017-Aug-14 13:39:18 '+ wrightsoft, Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 3 k6k ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 187 202 146.0 0.134 458 9.0 Ox 0 VIFx rt1 rb6 Ox 0 108 117 112.9 0.174 109 14.0 Ox 0 VIFx rt1 rb3 Ox 0 404 381 113.4 0.173 915 9.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 700 700 0.134 501 16.0 0 x 0 VinlFlx 2017-Aug-14 13:39:18 wright$Qft Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 4 ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Static Pressure and Friction Rate Job: Lot 61ABCC Date: rtJ (Rest of House) By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:j acobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.0-1 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total • Supply Return (ft) (ft) Measured length of run-out 14 18 Measured length of trunk 65 37 Equivalent length of fittings 210 130 Total length 288 185 Total effective length 473 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.082 OK 0.082 OK Return Ducts 0.082 OK 0.082 OK Fitting Equivalent LengthDetails Supply 11 C=40,4AD=60, 11G=5, 11 C=40, 11 G=5, 111=10, 111=10, 11 G=5, 1A=35:TotalEL=210 Return 6L=20, 11 C=40, 11 G=5, 11 G=5, 11 G=5, 11 G=5, 11 G=5, 11 G=5, 5E2=35, 11 G=5:TotalEL=130 2017-Aug-14 13:39:18 - W19Qhtsofta Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 1 Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MA Front Door faces: E Static Pressure and Friction Rate Job: Lot 61 ABCC Date: "x UP STAIRS By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:bacobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.50 0.50 Total • Supply Return (ft) (ft) Measured length of run-out 20 27 Measured length of trunk 42 14 Equivalent length of fittings 165 105 Total length 227 146 Total effective length 373 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.134 OK 0.134 OK Return Ducts 0.134 OK 0.134 OK Fitting Equivalent LengthDetails Supply 11 B=30,4AE=55, 11 G=5, 11 B=30, 11 G=5, 1A=35, 11 G=5:TotalEL=165 Return 11 B=30,6L=20, 11 G=5, 11 G=5, 5E2=35, 11 G=5, 11 G=5:TotalEL=105 2017-Aug-14 13:39:18 wrightsoft" Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 / i� ...Toll Brothers\CATALINA 4328 Right Lot 61 AB.rup Calc=MJ8 Front Door faces: E Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek� RE: 14097TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 336104115 Customer Info: Toll Brothers Project Name: . Model: Catalina - Coastal Lot/Block: 061 Subdivision: Atlantic Beach Address: 1822 Atlantic Beach Dr., . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacsonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 144 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss_Name_ Date No. Seal# Truss Name Date j 1 712087780 CJ01 9/22/17 18X12087797 EJ25 9/22/17 2 [T12087781 CJ12 9/22/17 119 I T12087798 EJ26 19/22/17 13 T12087782 1 CJ22 19/22/17 120 I T12087799 J EJ27 19/22/17 14 T12087783 1 CJ32 19/22/17 121 I T12087800 J EJ28 19/22/17 15 1 T12087784 1 CJ46 19/22/17 122 1 T12087801 1 EJ32 19/22/17 16 1 T12087785 1 CJ47 19/22/17 123 I T12087802 J EJ33 19/22/17____, 17 I T12087786 J EJ02 19/22/17 124 I T12087803 EJ34 19/22/17 18 I T12087787 J EJ05 19/22/17 125 I T12087804 J EJ46 19/22/17 19 17120877881 EJ06 19/22/17 126 I T12087805 J EJ47 19/22/17 110 17120877891 EJ07 19/22/17 27 712087806 1 F01 19/22/17 Ill 1 T12087790 J EJ12 19/22/17 128 I T12087807 I F02 19/22/17 112 1712087791 EJ15 19/22/17 129 I T12087808 I F03 19/22/17 113 I T12087792 J EJ 16 19/22/17 130 I T12087809 I F04 19/22/17 114 1T12087793 1 :-:J 17 19/22/17 131 IT12087810IF05 9/22/17 115 1 T12087794 1 EJ 18 19/22/17 132 I T12087811 I F06 9/22/17 116 IT 2087795 J EJ22 19/22/17 133 1 T12087812 I F07 19/22/17 j 117 1 T12087796 1 EJ24 1 9/22/17 134 I T1 208781 3 1 F08 19/22/17 The truss drawing(s) referenced above have been prepared by MiTek ��` 'CER 'P USA, Inc. under my direct supervision based on the parameters �� . G E NSF provided by Building Component Supply. ' No 22839 Truss Design Engineer's Name: Finn, Walter - *: My license renewal date for the state of Florida is February 28,2019. CC The seal on these truss component designs is a certification �� STA OF .�� IMPORTANT NOTE: <4. that the engineer named is licensed in the jurisdiction(s)identified and that the '��,�'.�A� O P;`�.`�� designs comply with ANSI/TPI 1. These designs are based upon parameters �, O R shown(e.g.,loads,supports,dimensions,shapes and design codes),which were moi,S'S+ "•' �� given to MiTek. Any project specific information included is for MiTek's customers NA file reference purpose only,and was not taken into account in the preparation of 0 ; 11, these designs. MiTek has not independently verified the applicability of the design Walter P.Finn PE No.22839 parameters or the designs for any particular building. Before use,the building designer MITek USA.Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: September 22,2017 Finn, Walter 1 of 3 Lou Pontigo & Associates, Inc. Consulting Structural Engineers NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED UREJECTED-SEE REMARKS O REVISE & RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accuracy or completeness of details,quantities, dimensions, weight:,or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety Precautions,all of which are the sole responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the Item is o component. Review of re-submission will cover only designated changes on the submittal and other changes clearly Identified by the Contractor. By*— A— Date: OFFICE COPY RE: 14097TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Catalina - Coastal Lot/Block: 061 Subdivision: Atlantic Beach Address: 1822 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. Seal# Truss Name Date No. I Seal# Truss Name Date 35 T12087814 F09 9/22/17 178 IT120878571105 9/22/17 136 I T12087815 I F10 19/22/17 179 I T12087858 I T06 19/22/17 137 I T12087816 I F11 19/22/17 180 I T12087859 I T07 19/22/1 Z 138 I T12087817 I F12 19/22/17 181 I T12087860 I T08 19/22/17J I39 I T12087818 1 F13 19/22/17 182 I T12087861 I T09 9/22/117] 140 I T12087819 I F14 19/22-/17 183 I T12087862 1 T10 19/22/17 1 I41 I T12087820 I F15 19/22/17 184 I T12087863 I T11 19/22/17 1 142 I T12087821 1 F16 19/22/17 185 I T12087864 I T12 19/22/17 143 1 T12087822 I F17 19/22/17 186 I T12087865 I T13 19/22/17 1 I44 I T12087823 I FG01 19/22/17 187 I T12087866 I T14 19/22/17 1 145 1 T12087824 1 FG02 19/22/17 188 I T12087867 I T15 19/22/1 Z 146 1 T12087825 1 FG03 19/22/17 189 I T12087868 I T16 19/22/11LJ 147 1 T120878261 FT01 .19/22/17 190 I T12087869 I T17 19/22/17 I 148 1 T12087827 1 FT02 19/22/17 191 I T12087870 I T18 19/22/1 Ll 149 1 T12087828 I FT03 19/22/17 192 I T12087871 I T19 19/22/17 150 I T12087829 I FT04 19/22/17 193 I T12087872 I T20 19/22/1 Z 151 I T12087830 FT05 19/22/17 194 I T12087873 I T21 19/22/17 1 152 I T12087831 I FT06 19/22/17 195 I T12087874 I T22 1 9/22/17 1 153 1 T12087832 1 FT07 19/22/17 196 I T12087875 I T23 19/22/17 i 154 I T12087833 I FT08 19/22/17 197 I T12087876 I T24 1 9/22/17 155 I T12087834 I FT09 19/22/17 198 I T12087877 I T25 1 9/22/17] 156 (T120878351 FT10 19/22/17 199 I T12087878 I T26 19/2 /17 1 157 I T12087836 1 FT11 1 9/22/17 1100 1 T12087879 T27 9/22/17 158 1 T12087837 1 FT12 19/22/17 1101 I T12087880 I T28 19/22/17 1 159 I T12087838 I FT13 19/22/17 1102 1 T12087881 1 T29 19/22/17 J 160 1 T12087839 1 FT14 19/22/17 1103 I T12087882 I T30 19/22/17 1 161 1712087840 I FT15 19/22/17 1104 17120878831731 I9/22/17 I62 I T12087841 1 FT16 19/22/17 1105 I T12087884 1732 9/22/17 163 I T12087842 I FT17 1 9/22/17 1106 I T12087885 I T33 19/22/17 1 64 1712087843 I FT18 19/22/17 1107 IT12087886IT34 9/22/17 165 1 T120878441 FT19 9/22/17 1108 I T12087887 I T35 19/22/17 1 166 I T12087845 I FT20 1 9/22/17 1109 I T12087888 I T40 19/22/17 1 167 I T12087846 1 HJ45 19/22/17 1110 I T12087889 I T41 19/22/17 1 168 I T12087847 I HJ46 19/22/17 Jill T12087890 I T42 19/22/17 1 169 1 T12087848 1 HJ47 19/22/17 1112 I T12087891 I T43 19/2217 1 170 I T12087849 I J41 19/22/17 1113 1 T120878921 T44 19/22/17 1 171 I T12087850 I J42 19/22/17 1114 I T12087893 I T45 19/22/17 1 172 I T12087851 I J43 19/22/17 1115 I T12087894 I T46 19/22/17 1 173 I T12087852 1 J44 19/22/17 1116 I T12087895 I T47 19/22/17 I 174 I T12087853 I T01 1 9/22/17 1117 I T12087896 I T48 19/22/17 1 175 I T12087854 I T02 19/22/17 1118 I T12087897 I T49 19/22/1 Z 1 176 I T1 0087855 1 T03 19/22/17 1119 I T12087898 I T50 19/22/17 1 177 I T12087856 I T04 19/22/17 1120 I T12087899 I T51 19/22/17 J 2of3 RE: 14097TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Catalina - Coastal Lot/Block: 061 Subdivision: Atlantic Beach Address: 1822 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. Seal# Truss Name Date 1121 T12087900 T52 9/22/17 1122 I T12087901 1 T53 19/22/17 I 1123 I T12087902 I T54 19/22/17 I 1124 I T12087903 I T55 1 9/22/17 I 1125 I T12087904 I T56 19/22/17 1 1126 I T12087905 I T57 19/22/17 1 1127 I T12087906 I T58 19/22/17 1 1128 I T12087907 I T59 19/22/17 1129 1712087908 1 T60 19/22/1 n 130 I T12087909 I T61 19/22/17 1 1131 I T12087910 I T62 19/22/17 1 1132 I T12087911 I T63 19/22/17 1 1133 I T12087912 I T64 19/22/17 1 1134 I T12087913 I T65 19/22/17 1135 1712087914 1 T66 9/22/17 1136 I T12087915 I T67 19/22/17 I 1137 I T12087916 I T68 19/22/17 1 1138 I T12087917 I T69 19/22/17 1 1139 I T12087918 1 V01 19/22/17 1 1140 1 T12087919 1 V02 1 9/22/17 1 1141 I T12087920 1 V03 19/22/17 I 1142 1 T12087921 1 VO4 19/22/17 I 1143 1 T12087922 1 V05 19/22/17 I 1144 I T12087923 1 V06 19/22/17 J 3of3 Job �CJ01 Truss Type Qty Ply T12087780 14097T0 Jack-Open 1 1 � Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:56:252017 Pagel ID:yc?mdtwzXKngCphrm5?QyazEeSX-fvgmZkrzKvvLffzAul2All R5eggG4cwLKTPbQKybLZq 2-9-3 2-9-3 3.54 12 Scale=1:21.3 2 3x4 11 1 4 3 4x5 11 2-9-3 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.10 2 rl/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=102/0-7-0,2=74/Mechanical,3=28/Mechanical Max Horz 4=113(LC 12) Max Uplift 4=-18(LC 8),2=-73(LC 12),3=-30(LC 12) Max Grav 4=106(LC 19),2=77(LC 17),3=54(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. I A WARNING-va-W dedgn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR-7473 rev.f0/D312015 BEFORE USE. j Design valid for use only with MITekO connectors.This designs based only upon parameters shown,and is for an Individual building component,not Q truss system.Before use.the building designer must verify the applicc"Ity of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing Indicated is to prevent buckling of Incltvldual truss web aridlor chord members only. Additional Temporary and permanent bracing is always required for stability and to prevent collapse with possible personal In"y and property damage. For general guidance regarding line 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSWI I Quality Criteria,DSR-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type3 Q1Y PIY 12087781 1409730 CJ12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:29 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-XgvGO6uUO7Pn7HHy7t66StbvW R5jOQwxF5NoZ5ybLZm 2-9-3 293 Scale=1:11.0 3.54 12 3 i v 4x5 o 2 1 m m i 4 3x6 !1 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X.Y)-- [1:0-1-12,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=133/0-4-15,3=57/Mechanical,4=27/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-68(LC 12),3=-40(LC 12),4=-25(LC 12) Max Grav 1=133(LC 1),3=57(LC 1),4=38(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave--tft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone:cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9-7473 rev.101032015 BEFORE USE. ' Design valid for use only with MITekC,u connectors.This design is based only upon parameters shown,and Is for an Individual building component not a inrss system.Before use,the hiding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'design. Bracing indicated is to prevent buckling of individual truss web anal/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possbie 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/1PI I Quality Criteria,DSB-89 and SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087782 14097TO CJ22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:56:312017 Page 1 1 D:yc?mdtwzXKngCphrm5?OyazEeSX-T311 pnwkwifV NaRKEH9aXlhGiFn3UKPEjPsvd_ybLZk 2-9-3 293 Scale=1:9.8 2 3.54 12 I N 1 3 7><3x6 11 3x4= 2-9-3 2-8-13 Plate Offsets X Y- 1:0-0-0 0-1-7 1:0-1-14 0-6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a Na BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:101b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS- (Ib/size) 2=66/Mechanicai,3=42/Mechanical,1=108/0-7-0 Max Horz 1=33(LC 12) Max Uplift 2=-33(LC 12),3=-4(LC 12),1=-20(LC 12) Max Grav 2=66(LC 1),3=48(LC 3),1=108(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II:Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. A WARNING-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/1311015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer Must verify the applicability of design Parameters and properly Incorporate this design into the overall mew building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members .nl r Aedes gltemuidance regarding the porary and Hent txacing Is always required for stabillty an To prevent collapse with possible personal Injury and property 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qiy Ply 712087783 114097TO CJ32 Jack-Open 4 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:34 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-uej9SpycDg 13E29W QiH9xJmoSnrhh9gPN5ZEJybLZh 2-9-3 2-9-3 Scale=1:9.8 2 3.5412 ld 0 1 . T 6.1 3 3x4= 3x6 11 0-3-8 2-9-3 0-3-g 2-5-11 Plate Offsets X Y- 1:0-0-0 0-1-7 1:0-1-14 0-6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-4-15 Max Horz 1=33(LC 12) Max Uplift 2=-42(LC 12),3=-33(LC 12),1=-58(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;porch 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)2,3,1. f� l A WARNING.Verify design peremeters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M1F7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.fits 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 appticatAity 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.Addldcmal temporary and permanent txacing is always required for stability and to prevent cotiapse 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 tnrss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Betiding Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Job Truss Truss Type Qty PIY 712087784 14097TO CJ46 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:37 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-I D014r?VVbQe5V uU bYG_nZxEkglCu1 v65KJDreybLZe 2-5-8 5-10-13 2-5-8 3-5-5 Scale=1:22.0 3 l5.00 F12 3x4 11 9 m 2 N 8 2x4 11 1 TO 4x5= lM 6 6 7 2x4 11 2x4 11 R-85-10-13 2-5-8 3-5-5 Plate Offsets X Y-- [1:0-2-8,0-0-41,f570-2-8,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-5 >708 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 4-5 >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 i MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=228/0-3-8,3=146/Mechanical,4=81/Mechanical Max Horz 7=126(LC 12) Max Uplift 7=22(LC 12),3=-84(LC 12),4=-1 3(LC 12) Max Grav 7=228(LC 1),3=146(LC 1),4=97(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-10-1 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,3,4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum sheetrock be applied directly to the bottom chord. Q WARNING.Vertty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1411012015 BEFORE USE. Design valid for use only with MITeke connectors.This 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 drolcabYtly of design parameters and properly kicorporate this design Into the overall WOW design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. 't fabrication,storage,delivery,erection and bracing of treses and truss systems,seeANSI/iPI t Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087785 114097TO CJ47 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:56:39 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-EbW 2VX011 CgMKp2tizl Ss_OUtTSdMxOPYeoKvW ybLZc -2-8-02-5-8 5-10-15 2-8-0 2-5-8 3-5-7 Scale=1:22.0 4 5.00 FIT 2x4 11 3 Y 9 d n 4x5 I I 2 5 VV 6 4x5= 1M 1 6 7 8 2x4 11 2x4 11 2-5-8 5-10-15 2-5-8 3-5-7 Plate Offsets(X Y) f2:0-2-8,0-1-121 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 5-6 >851 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.11 5-6 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer !—installation guide. REACTIONS. (lb/size) 8=444/0-5-8,4=127/Mechanical,5=58/Mechanical Max Horz 8=200(LC 12) Max Uplift 8=-204(LC 12),4=-70(LC 12) Max Grav 8=444(LC 1),4=127(LC 1),5=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-380/326 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)-2-8-11 to 0-1-12,Interior(1)0-1-12 to 5-10-3 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b) 8=204. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valld tot use only with Wake connectors.this 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 stablitty and to prevent collapse with possible personal Injury and property damage. For genera guidance regarding the e East Blvd.fatxk:aWn,storage,delivery,erection and bracing of trusses and Iruss systems,see.ANSUIPI l Quality Criteria,DSB-89 and SCSI Building Component Tampa,6904 Parkrk 33610 Safety Information avalable,from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job E Truss Type Qt1f PIY 712087786 14097TO Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:43 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-7M mZLu3G5RAopOLexpMOOgABD4gol lO?TGmY2HybLZY 2-0-0 2-0-0 5.00 F12 Scale=1:21.5 2 3x4 11 1 t i � Ch I =` i 4 4x5 11 3 22 0-0 r 200 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MR Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=74/0-5-8,2=54/Mechanical,3=20/Mechanical Max Horz 4=114(LC 12) Max Uplift 4=-29(LC 10),2=77(LC 12),3=-51(LC 12) Max Grav 4=89(LC 12),2=68(LC 17),3=61(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.lav3/2015 BEFORE USE. sed only upon parameters shown.and k for at individual building component,not Design valid for use only with MiTek®connectors.This design is ba 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 trickling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal 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 BuBdkV Component Tampa.FL 33610 Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type City Ply 712087787 1409770 EJ05 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:47 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-?8?4AG6m9fgDl2f PAfRKBgLv2i3TEZNbOuklC2ybLZU 2-5-8 2-5-5 Scale=1:26.5 4x6= 5.00 12 3 4 4x5 11 9 2 2x4 11 t d, v 0 ^i 5x10 MT20HS= `o 0 7 8 2x4 II 2x4 I 2-5-8 4-0-0 5-9-0 2-5-5 1-6-8 1-9-0 Plate Offsets X Y- 3:0-2-5 Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.13 5-6 >496 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.14 5-6 >475 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.24 4 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 2-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=141/Mechanical,8=222/0-5-8,5=80/Mechanical Max Horz 8=149(LC 12) Max Uplift 4=-87(LC 12),8=-14(LC 8),5=-31(LC 12) Max Grav 4=141(LC 1),8=222(LC 1),5=96(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=2411;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-8-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,8,5. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-VerHy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MB-7473 rev.laWM1S BEFORE USE. Design valid for use only with MiTek(5)connectors.this design is hared only upon parameters shown.and Is for an indivickial building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly hcorpord ate this esign Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web aril/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 6904 Parke East Blvd. fabrk:atbn,storage,delivery,erection and bracing of trusses and tnrss systems.seeANSVIPI i Quality Criteria,DSB-89 and BCSI Building Component Tampa,Park 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087788 14097TO EJ06 Jack-Open 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:56:50 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-QjhDpH9fRa2o9V0_rn_t olzMjv6cRw714szPoNybLZR 5-9-0 r 5-9-0 Scale=1:31.1 5.00 F12 2 6 5 4x5 11 1 n O N O N O 4 3 5x10 MT20HS I I 5-9-0 5-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.12 3-4 >550 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.15 3-4 >456 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.37 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=222/0-5-8,2=159/Mechanical,3=62/Mechanical Max Horz 4=178(LC 12) Max Uplift 2=-128(LC 12),3=-13(LC 12) Max Grav 4=222(LC 1),2=159(LC 1),3=106(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=S.Opsf;BCDL=S.Opsf;h=25ft B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,interior(1)3-1-12 to 5-8-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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(jt=lb) 2=128. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-vedfy doWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ° Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an IndlAclual txtNding component,not a truss system.Before use,the txAlding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall INTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additiona temporary and permanent brxirtg Is always required for stability orad to prevent collapse with possible personal inlury and property damage. For general guldance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and Intss systems,seeANSI/V1I Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087789 I14097TO EJ07 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:52 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-M5ozDzAvzCJW OpXNZC 1 Vuj2mNjmgvgcKYASW tGybLZP 2-5-8 5-9-0 P_5_8 3-3-8 Scale=1:29.6 3 5.00 12 I I 4x5 II 9 I 2 I 8 2x4 I 1 � V o o_ v C? 5x10 MT20HS= 6 0 6 7 2x4 I I 2x4 11 2-5-8 5-9-0 2-5-8 3-3-8 Plate Offsets X Y-- [2:0-2-8,0-1-121.[7:0-2-0,0-1-0 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.13 4-5 >507 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.14 4-5 >482 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.19 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=222/0-5-8,3=144/Mechanical,4=77/Mechanical Max Horz 7=178(LC 12) Max Uplift 3=-105(LC 12),4=-36(LC 12) Max Grav 7=222(LC 1),3=144(LC 1),4=94(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=5.Opsf;BCDL=5.Opsf;h=25ff;B=45tt;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 5-8-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 lb uplift at joint(s)4 except Qt=1b) 3=105. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A A WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11.7473 rev.1NO3/2015 BEFORE USE. Design valid for use only will)MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate III design into the overall MITek'building design. tracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always recored 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/IPI t Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Mexancida,VA 22314. Job Truss Truss Type Oty =Reference 712087790 14097TO EJ12 Jack-Open 5 al Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:56:54 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?OyazEeSX-I UwjefC9VpZEd6hl4d3zz88BtW eTNj6c?UxdxBybLZN 2-0-0 2-0-0 Scale=1:11.1 5.00 12 3 4x5 2 1 C? n 1 3x6 a 0-3-0 2-0-0 0 3 0 1-9-0 Plate Offsets X Y-- 1:0-4-2 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 rVa Ma BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:101b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=52/Mechanical,4=27/Mechanical,1=80/0-3-8 Max Horz 1=34(LC 12) Max Uplift 3=-40(LC 12),4=-24(LC 12),1=-33(LC 12) Max Grav 3=52(LC 1),4=33(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. A WARNING-Ver1ty design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03,2015 BEFORE USE. 9 Design valid for use only with MITek®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 chard members only. Additional temporary and permanent braciMiTek ng 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 teases and inns systems,see.ANSI/1PI 19uatity Criteria,DSB-89 and BCSI Building Component Tampa.6904 Parkrk 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. IJob Truss Truss Type Qty Ply T12087791 1409770 EJ15 Monopitch Supported Gable i 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 Is Sep 11 2017 Mitek Industries,Inc. Thu Sep 21 16:56:57 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-j3cs HgE2okxoUaQKmldgbnmVl kaga4r3hS9HYTybLZK 5-9-0 5-9-0 Scale=1:20.5 2x4 11 3 5.001 12 6 5 3x4 2 1 4 3x6 2x4 I I Plate Offsets X Y-- [170-1-12.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na Na Weight:25 Ib FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=224/5-9-0,4=224/5-9-0 Max Horz 1=116(LC12) Max Uplift 1=-29(LC 12),4=-88(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-168/344 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Con-I 0-0-0 to 3-0-0,Extedor(2)3-0-0 to 5-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. AWARNMIG.Verily deelgn parameters and READ NOTES ON THIS AND INCLUDEDMITEK REFERANCE PAGE MR-7473 rev.101=015 BEFORE USE. Design valid for use only with II connectors.this 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 appil—bility of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web anbracing chord members only. Additional temporary and permanent 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/TPil Quality CriIVI DSB-89 and SCSI Building Component Tampa,FL 33610 Safety information avaliabie from Truss Plate Institute,218 N.Lee Street Suite 312,Nexanudria,VA 22314. Job Truss Truss Type Q� Ply T12087792 14097TO EJ16 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:00 2017 Pagel ID:yc?mdtwzXKngCphrm5?QyazEeSX-7eH?viGw5fJNL19vRtANCPOBHxbZnRbVNPOx9oybLZH 5-9-0 5-9-0 Scale=1:18.7 3 5.00 Fl2 10 n O N 4x5 9 0 2 N 1 I 4 3x8 11 5-9-0 5-9-0 Plate Offsets X Y- 1:0-3-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 4-7 >859 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.13 4-7 >510 180 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) 0.04 1 Na n/a Weight:21 Ib FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=228/0-5-8,3=154/Mechanical,4=73/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-31(LC 12),3=-91(LC 12) Max Grav 1=228(LC 1),3=154(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-278/50 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum f sheetrock be applied directly to the bottom chord. f Q WARNING.ve W design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 011I1-7473 rev.10/03/2015 BEFORE USE. ' Design vdkl for use only with MiTek®connectors.This design is[used only upon parameters shown,and Is for an kxlivldual building component,rot a frrtss system.Before use,the building designer must verify the arolcability of design parameters and properly hcorl:orate tints design into The over Mitek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional Temporary and permanent bracing Is alwaysrequired for slabillTy and To prevent collapse with possible persorol Inlrxy and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrIcatk>n,storage,delivery,erection aril bracing of trusses and truss systems,seeANSVTPl l Cuality CrNeria,DSB-89 and SCSI Bu@din9 Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type arty Ply 712087793 1409770 EJ17 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:02 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-30PI KOI BdGZ5bLl IYICrlgTV31 HQFL5orjt2DhybLZF 2-5-8 5-9-0 r 2-5-8 33-8 Scale=1:18.7 4 1 r 5.00 12 3x4 II 13 lb 3 C' 4x5% 0 12 0 2 a 1 4x5= o 5 lo 7 2x4 11 3x6 I I 2-5-8 5-9-0 22 5-8 3-3-8 Plate Offsets(X Y) f 1.0-1-12 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeflUd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vett(LL) 0.08 5-6 >888 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.12 5-6 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2z6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=228/0-5-8,4=138/Mechanical,5=89/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-31(LC 12),4=-75(LC 12),5=-13(LC 12) Max Grav 1=228(LC 1),4=138(LC 1),5=101(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)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MriEK REFERANCE PAGE MA-7473 rev./pN3WIS BEFORE USE. Design valid for use only with MITek©connectors.this design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must vedfy the appilcabalty of design parameters and properly Incorporate this design Into the overall MiTek" balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possbte 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 BuNding Component Tampa,FL 33610 Safety Information avaliabile from Truss Plate Insfitute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087794 14097TO EJ18 Jack-Open 7 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:05 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-Ub5tyQK3vBxgSp1 tEQmYvT51 KyJMSigEXh5igOybLZC 3-4-8 5-9-0 3-4-8 Scale=1:18.7 4 5.00 F12 3x4 3 4X r- N 5 O i 12 0 2 N 1 4x5= O 5 m O 7 2X4 11 3x6 11 3-4-8 5-9-0 3-4-8 Plate Offsets X Y-- [170-1-12,0-0-81 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 0.27 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.08 5-6 >879 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 5 rl/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=228/0-5-8,4=126/Mechanical,5=102/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-31(LC 12),4=-64(LC 12),5=-25(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2-1,Interior(1)3-2-1 to 5-8-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Vedly deadgn parameters and READ NOTES ON THIS AND tNcLUDED M?EK REFERANCE PAGE MA-7473 rev.IMM15 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters acrd 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 Is always required for stability and to prevent collapse wilh possible personal injury and properly damage. For general guidance regarding the., 6904 Parke East Blvd. fabric-aflon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/fll l Quality Criteria,DSB-89 and SCSI Building Compont Tampa,FL 33610 Safety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087795 14097TO EJ22 Jack-Open 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:08 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-uAm0aRNxC6KFJGmRvZJ FX5jcD9Qsf3agDfKM RLybLZ9 2-0-0 2-0-0 Scale=1:9.9 2 5.00 12 J i I � I 1 �I i �olr I 3 x6 11 3x4= 2-0-0 2-0-0 Plate Offsets X Y-- [17o-0-0,0-1-61,1170-1-11,0-4-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:7 Ib FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-5-8 Max Horz 1=34(LC 12) Max Uplift 2=28(LC 12),3=-5(LC 12),1=-9(LC 12) Max Grav 2=49(LC 1),3=35(LC 3),1=80(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=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. A WARNING-Vergy deign paremefem and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based 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 WOW budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members� e my,r general guidance tional temporary and regarding the permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property 6904 Parke East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSi/TPi1 Quality Criteria,DSB-89 and BCSI Bulling Component Tampa,FL 33610 Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty PIy T12087796 14097TO EJ24 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:11 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-IIS9DTPgV1 ipAkUOahty9kL51NRLsQJ7vdYO2fybLZ6 3-2-0 3-2-0 Scale=1:12.4 2 5.00712 I to T 1 i 1 3 3x4= 3x6 11 3-2-0 3-2-0 Plate Offsets X Y-- 1:0-0-0 0-1-6 1:0-1-11 0-4-13 LOADING (psf) SPACING- 2-0 0 TCLL CSI. DEFL. in (loc) I/defl Ud PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 nta n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=79/Mechanical,3=45/Mechanical,1=124/0-5-8 Max Horz 1=53(LC 12) Max Uplift 2=-46(LC 12),3=-3(LC 12),1=-17(LC 12) Max Grav 2=79(LC 1),3=56(LC 3),1=124(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)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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)2,3,1. A WARNING-Valy dedgn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MA-7473 rev.taw,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 Ixdlding designer must verify the appllcabBity of design parameters arxt 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 " 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/TPI1 9tlailty Criteria,DSB-89 and BCSI BrtXdktg Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 14097T0 EJ25 Half Hip 1 1 T12087797 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:13 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-FBave9Q41 fyXP1 ePi6vQE9QRoA6pKJpPNxl 76YybLZ4 2-10-8 31 -0 2-10-8 Scale=1:11.7 2 5.00 FIT 1 � o 3 3x4= 3x6 11 1-5-10 3-2-0 1-5-10 1-8-6 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,[1:0-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-6 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE i MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=79/Mechanical,3=45/Mechanical,1=124/0-5-8 Max Horz 1=53(LC 12) Max Uplift 2=-46(LC 12),3=-3(LC 12),1=-17(LC 12) Max Grav 2=79(LC 1),3=56(LC 3),1=124(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 lost bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in ail 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)2,3,1. A WARNING-VwYy dedgn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MY-7473 rev.lav"01S BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a Truss system.Before use,Bne 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 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 712087798 14097TO EJ26 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:16 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-fj F2GATzKaK6GVN_N ES7sn2x107W XgYs3vGnjtybLZ1 3-10-0 3-10-0 Scale=1:13.7 I2 5.00 12 7 m N N N 1 3 3x4= 3x6 II 3-10-0 3-10-0 Plate Offsets(X Y)-- [1:0-0-0,0-1-61,[1:0-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=97/Mechanical,3=53/Mechanical,1=151/0-5-8 Max Horz 1=64(LC 12) Max Uplift 2=-56(LC 12),3=-1(LC 12),1=-21(LC 12) Max Grav 2=97(LC 1),3=69(LC 3),1=151(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. 0 WARNMNG-Verily design Parameters and READ NOTES ON THIS AND NNCLUDED MITEK REFERANCE PAGE MR-7473 rev.111003=15 BEFORE USE. Design valid for use only will)MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not ' a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. 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,se.eANSIMII Quality Crtteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087799 14097TO EJ27 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:19 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazE eSX-3lxAuCV rc V i h7y5Z2 NOq U QgS Hb8M k 1 I I I tUSKCyb LZ_ 3-4-15 3-10-0 3-4-15 Scale=1:12.8 2 7 5.00 12 1 1m 1 0 3 3x4= 3x6 1-9-103-10-0 1-9-10 2-0-6 Plate Offsets(X Y)-- 11:0-0-0,0-1-61,[1:0-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=97/Mechanical,3=53/Mechanical,1=151/0-5-8 Max Horz 1=64(LC 12) Max Uplift 2=-56(LC 12),3=-1(LC 12),1=-21(LC 12) Max Grav 2=97(LC 1),3=69(LC 3),1=151(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpj=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. A WARNING-V&-W design parameters and READ NOTES ON THIS AND WCLUDED MR'EK REFERANCE PAGE M8-7473 rev.10/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrk:atlon,storage,delivery,erection and bracing of musses and inrss systems,seeANSI/TPii Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 712087800 14097TO EJ28 Half Hip Supported 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:21 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Og3xJuX586yONGFxAo2lZrl IJ PrgCxobC B_YN4ybLYy 1-4-15 3-10-0 1-4-15 2-5-1 5.00 12 2 3 3x4 11 Scale=1:8.6 3x6 F1 I1 1 � 4 3x4= 2x4 3x6 I', 3-10-0 3-10-0 Plate Offsets(X Y)-- f1:0-1-11 0-4-13) f1:0-0-0 0-1-6) (2:0-3-0 0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n!a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-R Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 4=147/3-10-0,1=147/3-10-0 Max Horz 1=36(LC 12) Max Uplift 4=-58(LC 9),1=-34(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ff;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 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 20.0psf 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,1. to WARNING-Vsdly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M8-7073 rev.ta(e3/2015 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 tracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVMI Quality 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 712087801 14097TO EJ32 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:24 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-QFk3xvZ_R1 LzEk_Wrwc?BTNLtctKPIX1vBCC_PybLYv 2-0-0 2-0-0 Scale=1:9.9 2 5.00 F,2 1 1 Io NA I I i 3 3x4=3x6 II 0-3-0 2-0-0 0-3-0 1-9-0 Plate Offsets(X Y)-- [1:0-0-0,0-1-61,[1:0-1-11,0-4-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-35(LC 12),3=-26(LC 12),1=37(LC 12) Max Grav 2=49(LC 1),3=35(LC 3),1=80(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=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24tt;eave=off;Cat. 11;Etat C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left exposed;porch 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)2,3,1. 0 WARNING-Verity deelgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.1WZ2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the Widing designer must verify the applicability of design parameters and properly incogxxate this design into the overall btMdirng 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 tfuss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd_ Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 712087802 14097TO EJ33 Jack-Open 7 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:27 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-ggQCaxbskyjY5Bj5W 29io6?ptgtncfHTb6RtbkybLYs 3-0-0 r 3-0-0 Scale:V=V 2 1 5.0012 0 0 rn 1 u' 1 3 3x5 11 0-3-0 3-0-0 0.3-0 2-9-0 Plate Offsets(X Y) [1:0-0-2,0-0-61,[1:0-0-5.0-6-51,[1:0-2-4,0-1-11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 8C 0.15 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:20 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=75/Mechanical,3=43/Mechanical,1=118/0-3-8 Max Horz 1=50(LC 12) Max Uplift 2=-51(LC 12),3=-36(LC 12),1=-57(LC 12) Max Grav 2=75(LC 1),3=53(LC 3),1=118(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch 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 beenxfesigned 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)2,3,1. Q WARNING.Verity deslpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7073 rev.1WD3i2015 BEFORE USE. Design vdld for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applrcabt,ity of design parameters and properly incorporate this design Into the over., building design. Brachg indicated Is to prevent buckling of Individual tress web and/or chord members only. Additional temporary and permanent bracing Meek' is always recored for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding 81e e East Blvd.fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/TVI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,6904 Parkrk 33610 Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087803 ,1409770 EJ34 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:29 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-nDYy_dd6GZzGKVsUeTBAuX48XdXU4Zmm2QwzgdybLYq 4-0-0 4-0-0 Scale=1:14.1 2 5.00 12 7 � N O Lj � 1 i 3 3x5 11 0-3-0 4-0-0 0-3-0 3-9-0 Plate Offsets(X Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-4.0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-3-8 Max Horz 1=67(LC 12) Max Uplift 2=-70(LC 12),3=46(LC 12),1=-78(LC 12) Max Grav 2=103(LC 1),3=71(LC 3),1=158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2,3,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ARrEK REFERANCE PAGE A07473 rev.1003/2015 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 ;�' "cling design. Bracing Indicated is to prevent buckling of Individual friss web and/or chord members only. Additional temporary and permanent bracing Mi lei" Is always required tot stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of treses and truss systems,seeANSIAPi I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087804 14097T0 EJ46 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:32 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-BoD5def?YULrByb3JbltV9ibkrW QHvW CkO8eGyybLYn 2-5-10 6-4-0 2-5-10 3-10-6 Scale=1:23.2 I3 5.00 12 3x4 11 8 m 2 ch d 3.4 11 1 ' IS I o 4x5 Io 6 7 2x4 I 2x4 11 2-5-10 6-4-0 22 5-10 3-10-6 Plate Offsets X Y- [5:0-2-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 4-5 >608 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.18 4-5 >399 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 3 rVa n/a Weight:23 Ib FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=245/0-5-4,3=159/Mechanical,4=86/Mechanical Max Horz 7=134(LC 12) Max Uplift 7=-25(LC 12),3=-92(LC 12),4=-11(LC 12) Max Grav 7=245(LC 1),3=159(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;t1=25ft;B=45ft;L=24tt;eave=4ft;Cat. If:Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-3-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,3,4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 77-NG-Verity d- parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Md-7073 rev.10/73!1815 BEFORE USE. 'lid for use only with MITeke)connectors.This design Is based only upon parameters shown,and Is for an individual building component,nottem.Before use,The!wilding designer must verify the applk:abtllty of design parameters ari propc:dY alcorparaTe this design into irre nen!esign. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingrecµmed for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd. n,storage,delivery,erection aril bracing of trusses and truss systems,weANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 ormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087805 14097TO EJ47 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:35 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-bNvDFghtrPj P2QKe_kla7oK312c0UF4fRMN ItGybLYk -2-8-0 2-5-8 6-4-0 2-8-0 2-5-8 3-10-8 Scale=1:23.2 4 T 5.00!12 2x4 11 u? 3 Cr 3x4 i e m 2 2x4= �o 1 7 8 30= 2x4 11 2-5-8 6-4-0 22 8 310-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.20 7 >367 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.26 7 >283 180 BCLL 0.0 ( Rep Stress Incr YES WB 0.08 Horz(TL) 0.11 4 n/a n/a BCDL 10.0 ! Code FBC2014/TP12007 Matrix-AS Weight:30 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=457/0-5-8,4=165/Mechanical,5=40/Mechanical Max Horz 8=208(LC 12) Max Uplift 8=-205(LC 12),4=-92(LC 12) Max Grav 8=457(LC 1),4=165(LC 1),5=79(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-4361332 WEBS 2-7=-128/255 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat- ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-8-11 to 0-1-12,Interior(1)0-1-12 to 6-3-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=lb) 8=205. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MA-7473 rev.faN3W IS 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 applicabily 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/TPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087806 14097TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:38 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-OyaMtikm8K6_vt2CfssHlQyjZFfShd R57KbyU bybLYh 0x8 0x8 Scale=1:29.6 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 at r32 0 b � I I 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 2-'10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 16-2-12 17-10-8 1-6-12 -4-0 1-4-0 i-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-12 Plate Offsets(X Y)-- (29:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a tVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a r1/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n1a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:81 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 17-10-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)30,16,29,28,27,26,24,23,22,21,20,19,18,17 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t A WARNING-Vsdly design parametere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MF-7473 rev.10/03/2015 BEFORE USE. Design valW for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component,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 WHO* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Butiding Component 6904 Padre East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Ory PIY 712087807 14097TO F02 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:40 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-yKi61 NIOgxMiBBCbnHulgr2wD37C9O8Oae43YUybLYt 0-1-8 2-0-0 0-1 8 H 1 3 ScL=1:30.2 4x6 4x6- - 1.5x3= 3x6= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 21 22 � e 19 18 17 16 15 14 13 12 11 4X= 3x8 MT20HS FP= 1.5x3 11 4x6— 8-11-4 10-0-0 17-10-8 8-11-4 1-0-12 7-10-8 Plate Offsets X Y-- 1:Ed e 0-1-8 4:0-1-8 Ede 9:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.23 14-15 >916 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.36 14-15 >583 240 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.07 10 Na n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight:93 1b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except` except end verticals. 10-17:2x4 SP No.t(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:14-15,13-14. REACTIONS. (Ib/size) 20=963/0-5-8,10=963/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-958/0,9-10=-958/0,1-2=-976/0,2-3=-2405/0,3-4=-3228/0,4-5=-3509/0, 5-7=-3226/0,7-8=-2405/0,8-9=-976/0 BOT CHORD 18-19=0/1838,16-1 8=0/2944,15-16=0/3509,14-15=0/3509,13-14=0/3509,12-13=0/2947, 11-12=0/1837 WEBS 1-19=0/1260,2-19=-1199/0,2-18=0/789,3-18=-750/0,3-16=0/482,4-16=-618/0, 9-11=0/1259,8-11=-1198/0,8-12=0/790,7-12=-753/0,7-13-0/473,5-13=-614/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I I 0 WARNING-Verily design peremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10MMI S BEFORE USE. ' Design valid for use only with MITek6 connectors.Ns design Is based only upon parameters shown,and Is for an individual building component,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. Addltlonai temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI Quality Criteria,DSS-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexar-dries.VA 22314. Job Truss Truss Type Oty Ply T12087808 14097TO F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:43 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-MvOFwPouzskHOexASPRSSUfO8G8jM mzgGcJj9pybLYc 0-1-8 it 1-3-0 2-0-11 10-7-8 0-�11{8 Scat1:26.9 4x6= 4x6= 1.5x3= 1.5x3 11 4x6= 1.5x3= 1 2 3 4 5 6 7 8 r ? 18 19 0 16 15 14 13 12 11 10 4x6= 1.5x3 II 4x6= 4x6= 15-11-3 15-11-3 Plate Offsets(XY)-- (1-Edge 0-1-81 (4:0-1-8 Edgel [8:0-1-8 Edgel 112:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.20 13-14 >918 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.31 13-14 >600 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 9 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:13-14,12-13. REACTIONS. (Ib/size) 17=856/0-5-8,9=856/0-3-3 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-852/0,8-9=-855/0,1-2=-855/0,2-3=-2064/0,3-4=-2664/0,4-5=-2733/0,5-6=-2733/0,6-7=-2042/0, 7-8=-862/0 BOT CHORD 15-16=0/1603,14-15=0/2507,13-14=0/2733,12-13=0/2733,11-12=0/2502,10-11=0/1608 WEBS 1-16=0/1102,2-16=-1041/0,2-15=0/642,3-15=-616/0,3-14=0/336,4-14=-361/127,8-10=0/1112,7-10=-1037/0, 7-11=0/604,6-11=-641/0,6-12=0!711,5-12=-424/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Vari/y design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-7473 rev.142D3R015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the iwlidirxg designer must verify the applicatAity of design parameters and properly Incorporate this design Into The overall bugalng 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 Inlury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712087809 14097TO F04 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:57:46 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-nU3NZRgnFn6rt6gl7Y?946H uV U EXZ9?GyZXNmaybLYZ 0-1-8 1-11-3 0 11 8 H 1-3-0 Sca'Ir?=1:23.4 4x6= 1.5x3= 1.5x3 11 1.5x3= 1 2 3 4 5 6 7 17 16 0 4 14 13 12 11 10 9 4x6= 1.5x3 II 13-11-3 13-11-3 Plate Offsets(X Y) f1:Edge 0 1 81 (4:0 1 8 Edgel [670 1 8 Edgel 1770-1-8 Edge],(9:0-1-8 Edgel (10-0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.19 11-12 >843 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.29 11-12 >557 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 8 rda n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 20 SP SS(flat) except end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=746/0-5-8,8=746/0-3-3 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-743/0,7-8=-714/0,1-2=-730/012-3=-1713/0,3-4=-2085/0,4-5=-1942/0,5-6=-1942/0,6-7=-689/0 BOT CHORD 13-14=0/1362,12-13=0/2055,11-12=0/1942,10-11=0/1942,9-10=0/1378 WEBS 1-14=0/940,2-14=-879/0,2-13=0/488,3-13=-475/0,4-12=-135/311,4-11=-290/0,7-9=0/886,6-9=-959/0, 6-10=0/860,5-10=-335/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 30 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING.verity deagn parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MA-7473 rev.IMINIS 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 b'Ading designer must verity 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 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa,Parke East 0 Safety Information available from Truss Rate institute,218 N.Lee Sheet,Sulte 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087810 14097TO F05 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:50 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-fFJ uPotHJOc HLjzW MN35EySal5YQVygstBVbvvybLYV 0-1-8 01 N, 11-- 3D — 1-9-11 0-7-8 Scle 81:20.0 1.5x3= 1.5x3= 1 2 3 4 5 4x6 6- is t6 0 i e 13 12 11 10 9 8 1.5x3 II 2x4 II 11-11-3 11-11-3 Plate Offsets(X Y) (4:0 1 8 Edge) [5:0-1-8Edgel 16:0-1-8 Edgel f8:0-1-12 Edge! 19:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.18 10-11 >787 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.27 10-11 >517 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 7 rl/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-S Weight:631b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=636/0-5-8,7=636/0-3-3 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-633/0,6-7=-606/0,1-2=-605/0,2-3=-1361/0,3-4=-1509/0,4-5=-1194/0,5-6=-654/0 BOT CHORD 12-13=0/1122,11-12=0/1596,10-11=0/1194,9-10=0/1194,8-9=0/1194 WEBS 1-13=0!178,2-13=-719/0,2-12=0/332,3-12=-326/0,4-11=0/474,4-10=-400/0,6-8=0/846,5-8=-1093/0,5-9=0/638 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 wARmwG-Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekE)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate Nils design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/on 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 e East Blvd.fabrication.storage,delivery,erection and bracing of trusses and inns systems,seeANSi/TPil Quality Criteria,DSB-89 and BCSI Build6904 Park Building Component Tampa,Parke 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087811 14097TO F06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:53 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-4q_l l gvAcx_sCBi52W dosb4HwlnuiPAIZ9kFW EybLYS 0-48 0-P8 Scale=1:34.2 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 IA 379 a 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4= 3x4= 3x6 FP= 3x6— 1-66-12 2-11 0 12 1-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 16-2-12 17-6-12 18-10-12 20-2-12 2,0-� ~ 1-6-12 -4-0 1-4-0 1 4 0 1-4-0 41 0 0— 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 i 4-0 5 Plate Offsets(X Y) (34.0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 19 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 or;bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)35,19,34,33,32,31,30,29,27,26,25,24,23,22,21, 20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING-Verify doWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1f>t=2015 BEFORE USE. ' Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and Is for an incilvdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overt. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent b facing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the t Blvd. e East fabrication,storage,delivery,erection and bracing of trusses and trim systems,seeANSi/TPI l Quality Cdteria,DSB-89 and SCSI Building Component Tampa,6904 Parke East 0 Safety Information avallab.e from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087812 14097TO F07 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:57:57 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-ycEYtCyhgAV Iho?sHLhkoRFpJvvje2fuUniSf?ybLYO 0-1-8 1-9-8 0-7-8 0-�1.-.8 H 1 — i —� Sc2le=1:35.0 4x6= 4x6- 1.5x3= 4x6= 1.5x3 11 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 25 0 24 22 21 20 19 18 17 16 15 14 13 4x6= 3x8 MT20HS FP= 1.5x3 I 4x6 4x6 1.5x3 SP= 4x6 = 20-8-0 20-8-0 Plate Offsets XY-- 1:Ed e 0-1-8 4:0-1-8 Ede 11:0-1-8 Ede 17:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.39 16-17 >627 360 MT20 244!190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.61 16-17 >400 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES I WB 0.71 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:1071b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, 1-9:2x4 SP SS(flat) except end verticals. BOT CHORD 20 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-20:20 SP SS(flat) 2-2-0 oc bracing:19-21. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=1117/0-3-8,12=1117/0-5-8 FORCES. (lb)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-1111/0,11-12=-1111/0,1-2=-1151/0,2-3=-2893/0,3-4=-4042/0,4-5=4593/0, 5-6=-4593/0,6-7=-4639/0,7-8=-4038/0,8-10=-2895/0,10-11=-1150/0 BOT CHORD 21-22=0/2174,19-21=0/3575,18-19=0/4593,17-18=0/4593,16-17=0/4733,15-16=0/4469, 14-15=0/3590,13-14=0/2171 WEBS 1-22=0/1486,2-22=-1423/0,2-21=0/1000,3-21=-949/0,3-19--V709,4-19=-904/0, 4-18=-55/280,11-13=0/1485,10-13=-1420/0,10-14=0/1007,B-14=-967/0,8-15=0/622, 7-15=-600/0,7-16=0/322,6-16=-325/83,6-17=-586/320,5-17=-202/308 NOTES- 1) OTES1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 20=11% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verfty dedyn perametem and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE MA-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 Inctivldud building component,not a Truss system.Before use,the Iwllding designer must verify The app9cablilty of design parameters and properly Yx:orporate ti design into 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' id is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the 6904 Parke East Blvd. fobficatkxn,storage,delivery,erection and bracing of misses and truss systems,seeANSUTPli Quality Criteria,DSR-89 and BCSI sulkfing Component Tampa.FL 33610 Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087813 14097TO F08 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:00 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-NAvgV D?Zy5tsYGkRyUFSe3tGR7_wrONKAlw6GKybLYL 0-1-8 H1I 1�0-7- 0-1 8 ScAle=1:37.9 4x6= 1.5x3 11 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 'I 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 26 27 0 v 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 4x6= 22-4-8 22-4-8 Plate Offsets(XY) [13:0-1-8 Edge],f14:Edge 0-1-8) [15.0-2-8 Edge],[19:0-1-8Edge],[20:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.51 19 >521 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.80 18-19 >334 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(fL) 0.12 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:116 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 10-13:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-22:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 25=1211/0-3-3,14=1211/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-1205/0,2-3=-1803/0,3-4=-3583/0,4-5=-4773/0,5-6=-5511/0,6-7=-5511/0, 7-8=-5511/0,B-9=-5317/0,9-11=-4534/0,11-12=-3194/0,12-13=-1257/0 BOT CHORD 24-25=01758,23-24=0/2824,21-23=0/4312,20-21=0/5222,19-20=0/5511,18-19=0/5531, 17-18=0/5059,16-17=0/3987,15-16=0/2374 WEBS 13-15=0/1624,12-15=-1554/0,12-16=0/1140,11-16=1103/0,11-17=0!761,9-17=-731/0, 9-18-0/425,8-18=-451/0,8-19=-444/496,7-19=-322/247,2-25=-1440/0,2-24=0/1453, 3-24=-1 420/0,3-23=0/1055,4-23=-1015/0,4-21=0/640,5-21.625/0,5-20=-102/739, 6-20=-342/7 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNHVG-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE M8'-7473 rev.104)311015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,aril Is for an kxilNdual building component 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 WOW is always required for stability and to prevent collapse with possible persond krlray 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 Butiding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087814 :14097TO F09 Floor 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 1A 1 ek Industries,Inc. Thu Sep 21 16:58:03 2017 Page 1 ID:yc?mdtw7XKngCphrm5?OyazEeSX-nlbp7F1 RFOFRPJ I odco9GiVggK?X20wmtj9nstybLYl 0-1-8 1-7-12 P 7- 0-1-8 1�4=0� � ----� ScAle=1:41.1 4x6= 4x6= 1.5x3= 3x6= 3x6 FP= 4x6= 1.5x3 11 2x4 11 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 r 31 0 30 TKZSZSZ&1 0 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1.5x3 11 1.5x3 1 4x6= 4x6= 4x6= 3x8 MT20HS FP= 4x6— 6-11-8 24-2-12 6-11-8 17-3-4 Plate Offsets XY-- 2:0-1-8 Ede 3:0-1-8 Ede 9:0-1-8 Ede 14:0-1-8 Ede 21:0-1-8 Ede 22:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 =BC0.83 DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 I Plate Grip DOL 1.00Vert(LL) -027 20-21 >764 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00Vert(TL) 0.42 20-21 >491 240 MT20HS 187!143 BOLL 0.0 Rep Stress Incr YESHorz(TL) 0.05 15 n/a n/a Weight:128 Ib FT=20%F,11%E BCDL 5.0 Code FBC2014/TP12007 LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6 0-0 oc purlins, 1-6:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-19:2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 29=198/0-3-3,15=868/0-5-8,24=1559/0-3-8 Max Uplift 29=-62(LC 4) Max Grav 29=315(LC 3),15=880(LC 7),24=1559(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29---314/54,14-15=-875/0,2-3=-391/312,3-4=-54/659,4-5=0/1050,5-7=-592/0, 7-8=-2304/0,8-9=-2304/0,9-10=-2304/0,10-11=-2923/0,11-12=-2788/0, 12-13=-2139/0,13-14=-88210 BOT CHORD 27-28=-312/391,26-27=-312/391,25-26=-312/391,24-25=-1050/0,23-24=-460/0, 22-23=0/1432,21-22=0/2304,20-21=0/2730,18-20=0/2982,17-18=0/2588,16-17--0/1658 WEBS 4-24=-525/0,1-28=-132/293,4-25=01581,2-28=-216/288,3-25=-735/0,3-26=0/274, 14-16=0/1137,13-16=-1080/0,13-17=0/669,12-17=-625/0,12-18=0/278,11-18=-270/0, 10-20=-2/344,10-21=-968/0,9-21=0/581,5-24=-1184/0,5-23=011090,7-23=-1207/0, 7-22=0/1247,8-22=-575/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 30 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 Ib uplift at joint 29. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. QWARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MA-7473 rev.faV3=15 BEFORE USE. ' Design valki for use only with MITekb connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall M?ek. building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " Is always required for stability and to prevent collapse with possible personal Irnlury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANS1/1P1i Quality Criteria,DSE-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087815 14097TO F10 Floor 1 t Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:06 2017 Page 1 ID:yc?mdtwzXKngCphrm59QyazEeSX-BKHxIG3KYxdOGBBblkMsuK6L_Y17FAODZhNRTzybLYF 0-1-8 H 1�3 p �1-11.8 p 7 g 1-7-12 7- o-1u-b �--I F—- �� Sc�1e=1:44.5 4x6= 46= 1.5x3—_ 3x6=3x6 FP= 4x6= 1.5x3 'I 1.5x3 11 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 32 O 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6= 1.5x3 II 4x6= 3x6 FP= 4x6= 4x6— 4x6= 4-1-8 5-2-0 8-11-8 26-2-12 4-1-8 1-0-8 3-9-8 17-3-4 Plate Offsets XY- 4:0-1-8 Ede 15:0-1-8 Ede 21:0-1-8 Ede 22:0-1-8 Ed LOADING (psf) SP=FBG2014fTPl2007 -0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 40.0 Pla00 TC 0.72 Vert(LL) -0.2720-21 >775 360 MT20 244/190 TC 10.0 Lum .00 BC 0.77 Vert(TL) -0.41 20-21 >498 240 BCLL 0.0 ReES WB 0.57 Horz(TL) 0.05 is Na n/a Weight:138 Ib FT=20%F,11%E BCDL 5.0 Co7 Matfix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 7-15:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-23:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 30=39310-4-15,16=892/0-5-8,25=1561/0-3-8 Max Grav 30=458(LC 3),16=906(LC 7),25=1561(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-30---462/0,15-16=-900/0,1-2=-413/0,2-3=-756/136,3-4=-756/136,4-5=-302/422, 5-6=0/783,6-8=-925/0,8-9=-2556/0,9-10=-2556/0,10-11=-2556/0,11-12=-3113/0, 12-13=-2925/0,13-14=-2222/0,14-15=-91 1/0 BOT CHORD 28-29=0/734,27-28=-136f756,26-27=-136r756,25-26=-783/0,22-24=0/1730, 21-22=0/2556,20-21=0/2951,19-20=0/3146,18-19=0/2698,17-1 8=0/1 715 WEBS 5-25---533/0,1-29=0/530,2-29=-446/37,5-26=0/657,4-26=-79610,15-17=0/1175, 14-17=-1118/0,14-18=Of706,13-18=-662/0,13-19=0/315,12-19=-308/0,11-20=-30/312, 11-21=-922/0,10-21=0/553,6-25=-1189/0,6-24=0/1070,8-24=-1170/0,8-22=0/1199, 9-22=-557/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each mass with 3-tOd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. AWARNING.Verify desdyn parameters and READ NOTES ON TMS AND INCLUDED MIIEK REFERANCE PAGE Md-7473 rev.iaWW 15 BEFORE USE. ' Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the!wilding designer must verity the c"Alcability,of design parameters and properly Yx;ouporate this design into the overait MiTek" building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 6 always required for stability and to prevent collapse with possible personal Inmy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,see.ANSi/TPiI Quality Criteria,DSB-89 and BCSI SuBding Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Job Truss Truss TypeQty Ply T12087816 14097T0 F11 Floor 2 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:10 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-46W Sbe7gc98SIoVMXaQo2AH 1 u9PDBzxoUILeclybLYB 1�� ! 1-11-0 � 0-7.8 � 1-8-0 0-1-8��7-� r F— Scale=1:43.9 46= 4x6= 3x6= 3x6= 3x6 FP= 46= 1.5x3 '.I 1.5x3 !! 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i 31 I o � ld 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6= 1.5x3 1 46= 3x6 FP= 46= 4x6= 4x6= 8-11-0 8-1 -4 26-2-8 B-11-0 0-9-4 17-3-4 Plate Offsets XY-- 4:0-1-8 Ede 15:0-1-8 Ede 21:0-1-8 Ede 22:0-1-8 Ede 30:Ed a 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.2720-21 >766 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.42 20-21 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 16 n/a n/a Weight:138 lb FT=20%F,11%E BCDL 5.0 Code FBC2014/1-P12007 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 7-15:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-23:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (ib/size) 30=394/Mechanical,16=892/0-5-8,25=1563/0-3-8 Max Grav 30=460(LC 3),16=906(LC 7),25=1563(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-30---464/0,15-16=-900/0,1-2=-408/0,2-3=-742/144,3-4=-742/144,4-5=-290/430, 5-6=0/792,6-8=-910/0,8-9=-2551/0,9-10=-2551/0,10-11=-2551/0,11-12=-3113/0, 12-13=-2924/0,13-14=-2222/0,14-15=-91 1/0 BOT CHORD 28-29=01728,27-28=-1 44[742,26-27=-144!742,25-26=-792/0,22-24=0/1719, 21-22=0/2551,20-21=0/2949,19-20=0/3146,18-19=0/2698,17-18=0/1715 WEBS 5-25---534/0,1-29=0/543,2-29=-446/39,5-26=0/657,4-26=-794/0,15-17=0/1175, 14-17=-1118/0,14-18=0[706,13-18=-662/0,13-19=0/315,12-19=-309/0,11-20=-29/313, 11-21=-928/0,10-21=0/556,6-25=-1191/0,6-24=0/1072,13-24=1 17310,8-22=0/1208, 9-22=-561/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for thus to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A WARNING-V dry dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UN-7473 rev.101012015 BEFORE USE. Design valid for use only with MITek®connectors.fits design Is based oily upon parameters shown.and Is for cn Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly he orporate 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 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. fabrk:aTkxr,storage,delNery,erection arxi bracing of trusses and truss systems,seeANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 i Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Job Truss Truss Type Oty Ply T12087817 !14097TO F12 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:13 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-UhCbDg9ju4W OcFExDi_VgpvVDMOdONj FAGaI D3ybLY8 0-1-8 p 7_g 2-0-9 1-3.07" 2F--�-�—� I1 —� Scale=1:38.1 1.5x3 I 1.5x3= 1.5x3 I I 1.5x3 ! 3x6 FP= 3x6- 1.5x3 I I 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 q 028 e 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6— 3x6 FP= 3x6= 1.5x3 13-10-4 13- 0-S 22-9-8 13-10-4 0-r-4 8-11-0 Plate Offsets(X Y) f9:0-1-12,Edgel 111.0 1 8 Edge] 117:0-1 8 Edge] [21.0-1-12 Edgel 123:0-1-8 Edge],[24:0-1-8 Edgel LOADING (psf) SPACING- 2 0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.-0 TC 0.91 Vert(LL) -0.17 24-25 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.25 24-25 >657 240 BCLL 0.0 Rep Stresslncr YES WB 0.38 Horz(TL) 0.04 15 Na Na Weight:119 lb FT=20%F,11%E BCDL 5.0 Code FBC2014/TP12007 I Matrix-S I LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 15-22:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-9oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:19-20. REACTIONS. (Ib/size) 27=725/0-5-8,15=445/Mechanical,20=1303/0-3-8 Max Grav 27=741(LC 10),15=474(LC 4),20=1303(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-476/0,2-3=11 282/0,3-4=-1962/0,4-5=-1982/0,5-6=-1982/0,6-7=-1982/0, 7-9=-937/0,9-10=0/411,10-11=-374/120,11-12=-799/0,12-13=-799/0,13-14=-420/0 BOT CHORD 26-27=0!788,25-26=0/1757,24-25=0/2091,23-24=0/1982,21-23=0/1505,20-21=0/395, 19-20=-411/0,18-19=0/799,17-18=0!799,16-17=0!758 WEBS 10-20=-523/0,2-27=-104710,2-26=0/687,3-26=-659/0,3-25=01285,4-24=-376/134, 9-20=-941/0,9-21=0/800,7-21=-848/0,7-23=0854,6-23=-354/0,14-16=0/560, 13-16=-470/0,10-19--0/602,11-19=-678/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. t '= 7,& RNING-Verity daslgn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGEMA-7473 rev.iRN?/ZO75 BEFORE USE. n valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual buIding component not s system.Before use,the building designer must verify the applicability of design parameters and properly 6icorporate this design into The overallMiTek ng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addtionaitemporary and permanent bracingays VL red for stability and to prevent cdiapse with posdble personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. :atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSIAP1l QuaIIty Criteria,DSB-89 and BCSI Building ComponentTampa,FL 33610 Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087818 14097TO F13 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:16 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-vFtjshBbB?ubTjyW urXCHRXOkaRSbknhsEozgOybLY5 0-1-8 1-3-00�7 8 2-0-0 i 0-7-8 01-8 011.-8 H 1 Scate=1:23.6 1.5x3 II 1.5x3 1 1.5X3= 1.5x3 11 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 17 18 0 c 15 14 13 12 11 3x6= 3x6= 14-0-0 14-0-0 Plate Offsets(XY) [12:0-1-8,Edge],(13:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.25 13-14 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 10 rVa n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-S Weight:74 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=750/0-5-8,10=750/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1301/0,3-4=-1997/0,4-5=-2040/0,5-6=-2040/0,6-7=-2040/0,7-8=-1023/0 BOT CHORD 15-16=0/798,14-15=0/1784,13-14=0/2138,12-13=0/2040,11-12=0/1581,10-11=0/478 WEBS 2-16=-1060/0,2-15=0/700,3-15=671/0,3-14=0/297,4-13=-3601214,8-10=-910/0,8-11=0/758,7-11=-777/0, 7-12=0/739,6-12=-349/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M8-7473 rev.10103120/5 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 tnrss 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. bl fabrication.storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Tampa.6904 Parkrk 33610 Safety Information avaliae from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087819 I14097TO F14 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:19 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-JgZsUjEUUwGAKAh5Zz5vv49jMnf3oAc7YC1 dRjybLY2 oH8 oHa Scale=1:16.8 1 3x4= 2 3 4 5 6 7 8 9 19 0 1 18 17 16 15 14 13 12 11 10 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9.6-12 10-3-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 -4-0 Plate Offsets X Y- 17:0-1-8 Ed e TLOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP LL 40.0---T Plate Grip DOL 1.00 TC 0.10 Vert(LL) Na rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 10 rVa n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight:50 1b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10-3-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-verify dedgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE All 7473 rev.10/U3110f5 BEFORE USE. i Design valid for use only with MITeM connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,The building designer must verify Me af-,jAlcabtlity of design parameters and property Incorporate this design into the overall MiTek' Is always iequived for st bility and to prevenndicated is to t edlapse with t buckling rindividual truss web possible personal Injuryyaandd property damage./or chord For gers only. neral guidantional ce regarding permanentand e bracing fabrication.storage,delivery,erection and bracing of trusses and Tnrss sysTems,seeANSI/TPI I Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Tampa.FL 33610 Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type i Qty Ply 712067820 14097TO F15 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:212017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-FDhcvPFkOYW uZUrThO7N_VEzlbG?G2iQOW W kVcybLYO 0-1-8 H 171 1-3-0 8 Scale=1:13.8 1 2 3 4 12 11 1.5x = 1.5x3= q e 9 8 7 6 1.5x3 1.5x3 I 160 5108748 1-6-0 4-4-8 1-6-0 Plate Offsets XY-- 2:0-1-8 Ede 3:0-1-8 Ede 4:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:41 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=386/0-5-8,5=386/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-380/0,4-5=-380/0,1-2=-312/0,2-3=-587/0,3-4=-312/0 BOT CHORD 8-9=0/587,7-8=0/587,6-7=0/587 WEBS 4-6=0/397,1-9=0/397,3-6=-375/0,2-9=-375/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING.Ved1y dedgn parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE M8-7473 rev.faN3@015 BEFORE USE. nent,not Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual building compoal a truss system.Before use,the building designer must verify the appllcability,of design parameters and property incorporate this design Into the overl MiTek• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal In1ury 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 SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Job Truss =Floor QtY PIY 712087821 14097TO F16 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:24 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-90MIXQHCJTuSQya2MW g4c7sSLoAKTHmsiUkO5xybLXz 0-1-8 X30 l 12 �— 8---- Scale=1:32.5 4x6= 4x6= I.W— 4x6—_ 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 11 0 I23 v 21 20 19 18 17 16 1s 14 13 12 4A= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 12-11-8 15-5-8 17-11-8 19-5-8 1-6-0 2-6 0 2-6-0 6-5-8 2-6-0 2-6-0 1-6-0 Plate Offsets XY-- 1:Ed e 0 1-8 16:0-1-8 Ede 17:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 i Vert(LL) -0.32 16-17 >725 360 M244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 i Vert(TL) -0.50 16-17 >464 240 M18S8SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.09 12 rUa n/a Weight:1021b FT=20%F,11%E BCDL 5.0 Code FBC2014/TP12007 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 20 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 22=1050/0-5-8,12=1056/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1045/0,11-12=-1050/0,1-2=-1075/0,2-3=-2683/0,3-4=-3688/0,4-5=-4173/0, 5-6=-4173/0,6-7=-4173/0,7-8=-3688/0,8-10=-2683/0,10-11=-1073/0 BOT CHORD 20-21=0/2026,19-20=0/3313,17-19=0/4036,16-17=0/4173,15-16=0/4036,14-15=0/3313, 13-14=0/2028 WEBS 11-13=0/1429,1-21=0/1388,10-13=-1328/0,2-21=-1323/0,10-14=0/911,2-20=0/913, 8-14=-875/0,3-20=-877/0,8-15=0/522,3-19=0/521,7-15=-484/0,4-19=-484/0, 7-16=-177/509,4-17=-177/509 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/1-7473 rev.1atD MIS BEFORE USE. • Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall WOW "cifnid g design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. i Job Truss Truss Type Qty Ply 712087822 1409770 F17 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:27 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-4N2t9SKVbOH1 HPIdlfEnEmU5E?OwgnZJOSz2iFybLXw oN8 Ou8 Scale=1:24.3 3x4 I 13x6= 2 3 4 5 6 7 8 9 10 11 12 I ~ i i 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-72 9-6-12 10-10-12 12-2-12 13-6-12 14-8-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-i-4 Plate Offsets X Y-- 23:0-1-8 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n1a n/a BCDL 5.0 Code FBC2014lTP12007 Matrix-S Weight:691b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. it I A WARNING.Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 Iurilalng 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 onlF rAddit onalrtemporaryandalPermanent bracing Is always regaled for stability and to prevent collapse with possible personal Injury and property ag generalg 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 Tampa,FL 33610 Surety Information avallab le from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. a 1 Job Truss Truss Type Qty Pty T12087823 14097TO FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:31 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-z8HO?qN?fcnTm 1 cOGU IjOcfZud W TcMguJ4xFrl ybLXs 2-6-8 4-11-4 7-4-0 9-8-12 12-1-8 14-6-4 16-11-0 19-5-8 2-6-8 2-4-12 2-4-12 2-4-12 2-4-12 2-4-12 2-4-12 2-6-8 Scale=1:32.9 4x5= 4x5= 2x4 II 4x5= 6x8= 4x6= 4x10= 14x10= 25x6= 3 19 4 5 6 20 7 8 9 7_71 F-71 l 18 21 17 22 i6 23 24 1s 14 25 13 26 27 12 28 11 29 30 10 __ _ 4x5 11 5x12 JUS24 8x12 MT20HS= 4x5= 4x10= JUS24 4x5= JUS24 4x6 JUS24 4x12= 4x5 11 JUS24 JUS24THDH26-2 JUS24 JUS24 THDH26-2 JUS24 THDH26-2 2-6-8 4-11-4 7-4-0 9 8-12 12-1-8 14-6-4 16-11-0 19-5-8 2-6-8 2-4-12 2-4-12 2-4-12 2-4-12 2 4-12 2-4-12 2-6-8 Plate Offsets(X Y)-- [2:0-2-4,0-2-81,[7:0-3-12,0-3-01,[8:0-2-0,G-2-01,[10:Edge 0-3-81 [11:0-5-8.0-2-01,[12:0-2-0.0-2-01,[13:0-2-4,0-2-01,[16:0-6-0,0-4-81,[17:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.40 14 >579 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.93 14 >247 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.08 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:325 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except' TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, 7-9:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-16:2x6 SP SS WEBS 2x4 SP No.3*Except* 1-17,2-16,3-15,4-14,6-14,7-13,8-12,9-11:2x4 SP No.2 REACTIONS. (Ib/size) 18=2887/0-5-8,10=2959/Mechanical Max Grav 18=4348(LC 2),10=4721(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-3831/0,1-2=-9268/0,2-3=-16185/0,3-4=20760/0,4-5=-21434/0,5-6=-21434/0, 6-7=-20859/0,7-8=-16166/0,B-9=-9375/0,9-10=-3831/0 BOT CHORD 17-18=0/586,16-17=0/9268,1 5-1 6=0/1 6499,14-15=0/20760,13-14=0/20859, 12-13=0/16497,11-12=0/9375,10-11=0/585 WEBS 1-17=0/9358,2-17=-3207/0,2-16=0/7518,3-16=-2199/0,3-15=0/4589,4-15=-722/0, 4-14=0/T70,5-14=-46a/0,6-14=0/671,6-13=-679/0,7-13=0/4741,7-12=-2308/0, 8-12=0/7314,8-11=-3071/0,9-11=0/9469 NOTES- 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Intemal)1st Parallel;#11 Dead+0.6 MWFRS Wind (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); #19 Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 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 20.0psf 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. I for truss to truss connections. WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 1 a inrss system.Before use,the building d esigner 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 M176 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 taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Sulte 312,Nexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PIY 712087823 14097TO FG01 Flat Girder 1 3 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:31 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-zBHO?qN?fcnTm 1 cOGU li0cfZudW TcMguJ4xFr1 ybLXs NOTES- 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-0 from the left end to 17-7-8 to connect truss(es) to front face of bottom chord. 12)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 6-2-0 oc max.starting at 6-7-0 from the left end to 18-10-8 to connect truss(es)to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-9=-210,10-18=-10 Concentrated Loads(lb) Vert:15=-151(F)14=-151(F)21=-151(F)22=-151(F)23=-151(F)24=-90(F)25=-151(F)26=-90(F)27=-151(F)28=-151(F)29=-151(F)30=-93(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-9=-190,10-18=-10 Concentrated Loads(lb) Vert:15=-447(F)14=-447(F)21=-447(F)22=-447(F)23=-447(F)24=384(F)25=-447(F)26=-384(F)27=-447(F)28=-447(F)29=-447(F)30=-387(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-9=-130,10-18=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-66,9-20=-88,10-18=-6 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-19=-88,9-19=-66,10-18=-6 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-131,10-18=-10 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-1 31,10-18=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-79,10-18=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-94,10-18=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-131,10-18=-10 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-131,10-18=-10 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-9=-130,10-18=-10 Concentrated Loads(lb) Vert:15=-546(F)14=-546(F)21=546(F)22=-546(F)23=-546(F)24=-482(F)25=-546(F)26=-482(F)27=-546(F)28=-546(F) 29=-546(F)30=-485(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-191,10-18=-10 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-191,10-18=-10 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-191,10-18=-10 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-191,10-18=-10 17) Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-9=-210,10-18=-10 Concentrated Loads(lb) Vert:15=-151(F)14=-151(F)21=-151(F)22=-151(F)23=-151(F)24=-90(F)25=-151(F)26=-90(F)27=-151(F)28=-151(F) 29=-151(F)30=-93(F) 18) Reversal:Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-9=-190,10-18=-10 Concentrated Loads(lb) Vert:15=-151(F)14=-151(F)21=-151(F)22=151(F)23=-151(F)24=50(F)25=-151(F)26=50(F)27=-151(F)28=-151(F) = 29=-151(F)30=47(F) A WARNING-varNy deeign parameter,and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MIF7473 rev.fOrVM15 BEFORE USE. 1 Design valid for use only with MI1ek6 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design pararneters and properly Incorporate this design Into 111e overall building design. Bracing indicated Is to prevent buckling of IndlvldtxN 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 Ir fury and property damage. For general guidance regarding the 6904 Parke East Blvd. fa xicaTlon,storage,delivery,erection aid bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type712087823 Qt' Ply 14097T0 FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:31 2017 Page 3 ID:yc?mdtwzXKngCphrm5?QyazEeSX-z8HO?qN?fcnTml cOGUIjOcfZudWTcMguJ4xFrlybLXs LOAD CASE(S) 19)Reversal:Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-9---130,10-18=-10 Concentrated Loads(lb) Vert:15=-151(F)14=-151(F)21=-151(F)22=-151(F)23=-151(F)24=96(F)25=-151(F)26=96(F)27=-151(F)28=-151(F)29=-151(F)30=93(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MR-7473 rev.MOSM1S BEFORE USE. Design valid for use only with MiTek©connectors.This design Is based only upon parameters shown,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 MiTek. building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIlTPI1 Quality Criteria,DSB-09 and BCSI Building Component Tama,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type QtyPIY 712087824 FG02 FLAT GIRDER 1409770 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:34 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-NjzXerPuyX92dUKzxdsQOEH6AgZ5plsL?19wSMybLXp 1-4-10 4-0-0 6-0-0 9-0-8 12-1-0 1-4-10 2-7-6 2-0-0 3-0-8 3-0-8 Scale=1:20.2 Special 4x6= Special 2x4 11 4x6= 1 4x5= 2 4x10= 3 4x5= 4 5 6 124x5= 10 9 8 4x6= 5x8= 4x12= 7 11 2x4 11 4x5= 1-4-10 4-0-0 6-0-0 9-0-8 12-1-0 1-4-10 2 7 6 2'0-0 3-0-8 3-0-8 Plate Offsets(X Y) (2 0 3 8 0 2 0] f3:0 2 0 0 2 01 (5'0 2 12 0-2-01 f6'0-2-0 0-2-01 f8:0-2-0 0-2-0] f 10:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.16 9 >801 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.27 8-9 >476 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(TL) 0.02 7 rl/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:177 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10:2x4 SP No.1,5-9,6-8:2x4 SP No.2 REACTIONS. (Ib/size) 7=3201/0-7-9,11=8047/0-5-4 Max Uplift 7=632(LC 17) Max Grav 7=3201(LC 1),11=8107(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-426/36,1-2=0/2472,2-3=-9479/3577,3-4=-14129/4293,4-5=-14129/4293, 5-6=-8039/1929,6-7=-3104/629 BOT CHORD 10-11=-2472/0,9-10=-3577/9479,8-9=-1929/8039,7-8=-30/275 WEBS 1-11=-3544/0,2-11=-5520/850,2-10=-2546112029,3-10=-4654/969,3-9=-894/5243, 4-9=-4628/1274,5-9=-2500/6437,5-8=-2748/669,6-8=-2017/8251 NOTES- 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 632 Ib uplift at joint 7. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1971 Ib down and 674 Ib up at 4-0-0,and 4290 Ib down and 1466 Ib up at 6-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 11 &WARNING-VerW design Peremeters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mn-7473 rev.1Q473/2015 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 aippllcabitiy,of design parameters and property incorporate this design into the overdl Mire k" is r�equlred for stabil anddio prevent collapseis to prevent ing wtth fIndividual truss web and/of c"d possbl personal hrkNy and property da members se only. Additional general guidance regarding ary and permanent bracing 6904 Parke East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087824 1409770 FG02 FLAT GIRDER 1 3 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:34 2017 Page 2 I D:yc?mdtw7XKngCphrm5?QyazEeSX-NjzXerPuyX92dUKzxdsQOE H6AgZ5pisL?19wSMybLXp LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-6=-195,7-12=-1 0 Concentrated Loads(lb) Vert:1=-2626 3=-1 971 4=-4290 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=-175,7-12=-10 Concentrated Loads(lb) Vert:1=-3446 3=-1613 4=-3510 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-6=-1 15,7-12=-30 Concentrated Loads(lb) Vert:1=-1406 3=-896 4=-1950 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-12=-6 Concentrated Loads(lb) Vert:1=-973 3=674 4=1466 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-12=-6 Concentrated Loads(lb) Vert:1=-973 3=674 4=1466 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-1 0 Concentrated Loads(lb) Vert:1=-969 3=-672 4=1463 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-116,7-12=-10 Concentrated Loads(lb) Vert:1=-969 3=-672 4=-1463 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-64,7-12=-6 Concentrated Loads(lb) Vert:1=-973 3=448 4=975 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=79,7-12=-6 Concentrated Loads(lb) Vert:1=973 3=180 4=391 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-10 Concentrated Loads(lb) Vert:1=-969 3=-672 4=-1463 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-1 0 Concentrated Loads(lb) Vert:1=-969 3=-672 4=-1463 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-6=-115,7-12=-10 Concentrated Loads(lb) Vert:1=-3055 3=-538 4=-1170 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=969 3=-1714 4=-3730 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=-969 3=-1714 4=-3730 15)Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-1 0 Concentrated Loads(lb) Vert:1=-969 3=-1714 4=-3730 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII4473 rev.IMMIS BEFORE USE. ' Design valid for use orgy with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the over MiTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members orgy. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,se.e.ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information avaltabie from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Job Truss Truss Type Qty ply 712087824 14097TO FG02 FLAT GIRDER 1 3 Job Reference(optional) s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:34 2017 Page 3 Building Component Supply, Jacksonville,FL-32256, 8.130 I D:yc?mdtwzXKngCphrm5?QyazEeSX-NjzXerPuyX92dUKzxdsQOEH6AgZ5pisL?19wSMybLXp LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=-969 3=-1714 4=-3730 17) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-12=-6 Concentrated Loads(lb) Vert:1=-1376 3=674 4=1466 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-12=-6 Concentrated Loads(lb) Vert:1=-1376 3=674 4=1466 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-1 0 Concentrated Loads(lb) Vert:1=-1353 3=-672 4=-1463 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-10 Concentrated Loads(lb) Vert:1=-1353 3=-672 4—1463 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-64,7-12=-6 Concentrated Loads(lb) Vert:1=-1 372 3=448 4=975 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-79,7-12=-6 Concentrated Loads(lb) Vert:1—1366 3=180 4=391 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-1 16,7-12=-10 Concentrated Loads(lb) Vert:1=1353 3=-672 4=-1463 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-116,7-12=-10 Concentrated Loads(lb) Vert:1.1353 3=-672 4=-1463 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=-1857 3=-1714 4=-3730 26) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-1 76,7-12=-10 Concentrated Loads(lb) Vert:1=-1857 3=-1714 4=-3730 27) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=-1857 3=-1714 4=-3730 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-176,7-12=-10 Concentrated Loads(lb) Vert:1=-1857 3=-1714 4=-3730 i R s A WARNING-Ver1ty dedyn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M9-7473 rev.10103/2015 BEFORE USE. 9 Design valki for use only with MITek®connectors.this design k based only upon Parameters shown,and Is for an Individual twlding component not a Truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate tin's design Into line overall nent bracing MiTek• 9 building design. Bracing Indicated is To prevent buckling of Individual truss web and/or chord members oMy. Additional temporary and perma is always feclulred for stability and to prevent collapse with posslinle personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabxk:ation,storage,delivery,erection and bracing of musses and truss systems,see.ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. JobTruss Truss Type Qty Ply T12087825I 14097T0 FG03 Roof Special Girder 11 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 Mi Tek Industries,Inc. Thu Sep 21 16:58:37 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-nlefGtRmFSXcUy3YdIP7etvaJ1Z005cnh?Oa2gybLXm 2 5 0 4-10-0 10-7-4 L2-7_,-2-8 16-3-8 2-5-0 2-5-0 2-4-8 3-4-12 3-1-0 e Scale=1:28.8 3x4 I I 4x5= 4x5= 6x12= 5 6 20 7 8 gg 1 33p i I kdk 2x4 11 SII a 1 5x8= 25x6= 3 7x10— m ch N ] I 21 15 14 13 22 12 23 11 24 10 25 9 16 THD46 6x6= 5x10 MT20HS= THD46 3x6 11 JUS24 7x10— JUS245x6— THD26 3x6 4x5= THD46 6x8 = THD46 JUS24 2-5-0 4-10-0 7-2-8 10-7-413-2-8 16-3-8 2-5-0 2-5-0 2-4-g 3-4-12 2 7 4 3-1-0 Plate Offsets(X Y) (1 Edge 0 2 01 [2 0-30 0 2 4] [470 3 8 Edge) f8'0 3 8 0 3-0) [1170-3-12 0-4-12) [12:0-3-0 0-0-4) (13:0-2-8 0-2-121 f15:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.25 12 >784 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.57 12-13 >334 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) -0.08 18 ri/a n/a BCDL 5.0 1 Code FBC2014/TP12007 Matrix-MS Weight:224 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, 5-8:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-14:2x6 SP SS WEBS 2x4 SP No.3`Except` 5-12,4-11,2-13:2x4 SP No.2,8-9:2x6 SP No.2,1-15:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 16=2838/0-5-8,18=2663/0-3-8 Max Horz 16=97(LC 8) Max Grav 16=3629(LC 2),18=3476(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-3261/0,1-2=-7273/0.2-3=-12038/0,3-4=-12038/0,4-12=-3301310,4-5=422/0, 5-6=-414/0,6-7=-4713/0,7-8=-302510,9-17=0/379,8-17=0/379 BOT CHORD 15-16=-26/410,13-15=0/7273,12-13=0/14356,11-12=0/13460,10-11=0/3025, 9-10=0/561 WEBS 1-15=0/7449,2-15=-2486/0,4-13=-2513/0,4-6=-4975/0,4-11=9162/0,6-11=0/1917, 7-11=0/2611,3-13=-727/0,2-13=0/5126,7-10=-2615/0,8-10=0/3765,8-18=-4219/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MlTekc9 connectors.This design Is based only upon parameters shown,and Is for an Indlvldual bwNding component not a truss system.Before use,the building designer mustverity,the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damagefor 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 SCSI Building Component Tampa,FL 33610 Sarefy Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job �FG03 Truss Type Qty PIY 712087825 1409770 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:37 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-nlefGtRmFSXcUy3Ydl P7etvaJ 1 ZoO5cnh?Oa2gybLXm NOTES- 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-7-0 from the left end to 7-0-12 to connect truss(es) to back face of bottom chord. 13)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-10-4 from the left end to 12-10-4 to connect truss(es)to back face of bottom chord. 14)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 14-4-4 from the left end to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=299(F=-199),5-8=-270(F=-170),9-16=-10 Concentrated Loads(lb) Vert:12=-112(B)14=-99(B)11=-1 22(B)21=99(B)22=-112(B)23=-122(B)24=-122(B)25=131(8) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-265(F=-185),5-8=-236(F=-156),9-16=-10 Concentrated Loads(lb) Vert:12=-376(B)14=-362(B)11=-386(6)21=-362(8)22=376(B)23=-386(B)24=-386(8)25=-414(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-178(F=-158),5-8=-1 49(F=-1 29),9-16=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-55(F=-98),5-20=-26(F=-69),8-20=-47(F=-69),9-16=-6 Horz:4-5=-1 5 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-19=-76(F=-98),4-19=-55(F=-98),5-8=-26(F=-69),9-16=-6 Horz:4-5=-36 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-190(F=-169),5-8=-161(F=-140),9-16=-10 Horz:4-5=43 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-170(F=-149),5-8=-142(F=-121),9-16=-10 Horz:4-5=-6 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-76(F=-107),5-8=-47(F=-78),9-16=-6 Horz:4-5=-49 9)Dead+0.6 MWFRS Wind(Pos.internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-101(F=117),5-8=-72(F=-88),9-16=-6 Horz:4-5=-34 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-170(F=-149),5-8=-142(F=-121),9-16=-10 Horz:4-5=9 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-170(F=-149),5-8=-142(F=-121),9-16=-10 Horz:4-5=9 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-4=-164(F=-144),5-8=-135(F=-115),9-16=-10 Concentrated Loads(lb) Vert:12=-464(B)14=-450(B)11=-474(B)21=-450(B)22=-464(B)23=-474(B)24=-474(B)25=-508(8) 13)Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-284(F=-203),5-8=-256(F=-175),9-16=-10 Horz:4-5=33 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-270(F=-189),5-8=-241(F=-160),9-16=-10 Horz:4-5=-5 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-270(F=-189),5-8=-241(F=160),9-16=-10 Horz:4-5=6 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 A WARNING.verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM114473 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 t umding component,not a truss system.Before use,the building designer must verify the applicablity 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 sfabllity and to prevent collapse with posslAe personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and thus systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information avallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty PIY 712087825 14097TO FG03 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:37 2017 Page 3 1 D:yc?mdtwzXKngCphrm5?OyazEeSX-nlefGtRmFSXcUy3Ydl P7etvaJ t Zo05cnh?Oa2gybLXm LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=270(F=-189),5-8=-241(F=-160),9-16=-10 Horz:4-5=6 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-299(F=-199),5-8=-270(F=-170),9-16=-10 Concentrated Loads(lb) Vert:12=-1 12(B)14=-99(B)11=-122(8)21=-99(B)22=-1 12(B)23=-122(B)24=-1 22(B)25=-131(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-219(F=-199),5-8=-270(F=-170),9-16=-10 Concentrated Loads(lb) Vert:12=-1 1 2(B)14=-99(B)11=-1 22(B)21=-99(B)22=-112(B)23=-122(B)24=-122(B)25=-131(8) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-265(F=-185),5-8=-236(F=-156),9-16=-10 Concentrated Loads(lb) Vert:12=-376(6)14=-362(8)11=-386(B)21—362(6)22=376(B)23=-386(B)24=-386(8)25=-414(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-205(F=-185),5-8=-236(F=-156),9-16=-10 Concentrated Loads(lb) Vert:12=-376(B)14=-362(B)11=-386(B)21=362(6)22=-376(B)23=-386(B)24=-386(B)25=-414(B) Q WARNING.verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the over MiTek building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available trom Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087826 1409770 FTO1 FLOOR 4 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:40 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-CtKouvUfXNvBLPo7ltzgGVX6sFeeDenDNzcEf?ybLXj 1-2-12 4-5-14 8-0-8 1-2-12 3-3-2 3-6-10 Scale=1:14.9 0.25 112- 4x10 II 32x4 11 4 5 Special 23x8 I I ILA — d o o ISI 111 82x4 II 7 6 10 4x10 11 1-0-0 2-1 4-5-14 8-0-8 1-0.0 2-1 3-3-2 3-6-10 Plate Offsets X Y-- 1:0 0-1 0-1-121.[10:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.05 8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.08 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO i WB 0.16 Horz(TL) -0.00 7 nta n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-AS Weight:521b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 REACTIONS. (Ib/size) 7=339/Mechanical,9=2503/0-5-8 Max Uplift 7=-86(LC 3) Max Grav 7=492(LC 4),9=2503(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-766/0,1-2=-388/966,2-3=-402/945,3-4=-396/946,4-7=-359/8 BOT CHORD 9-10=-947/393,8-9=-947/393,7-8=-947/393 WEBS 2-9=-1465/0,3-8=-263/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:20-1 row at 0-9-0 oc. Webs connected as follows:20-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift at joint 7. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-160,4-5=-160,6-10=-10 Concentrated Loads(lb) Vert:1=-1500 7 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.IO4)MIS BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,The building designer must verify The applicabillty of design parameters and properly�corporaTe this design Into the overall MiTek" building design. Bracing Indicated is To prevent buckling of Individual truss web and/or chord mdamage For geembers only. neral guldan> garcAng the tional temporary and Hent bracing is always required for stability and to prevent coliapse with possible personal injury and property 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVMI Quality Criteria,DSB-89 and BCSI Banding Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty PIY 712087827 14097TO FT02 FLOOR 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:42 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-8GSYJaVv3?AvbjyW PI?I LwcW 92JShYq W rH5LkuybLXh 1-2-12 4-5-14 B-0-8 1-2-12 3-3-2 3-6-10 Scale=1:14.9 0.25 12 7x10 it ii 3x5= 23x8 II 32x4 11 4 4A 8 3x6= 62x4 11 5 1-0-0 -2-1 4-5-14 8-0-8 1-0-0 2-1 3-3-2 3-6-10 Plate Offsets X Y-- 4:0-0-1 0-2-12. [5:0-0-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.12 6 >672 360 MT 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.19 6 >418 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 5 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-AS Weight:26 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2*Except` MiTek recommends that Stabilizers and required cross bracing 2-7,3-6:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide J REACTIONS. (Ib/size) 5=547/Mechanical,7=742/0-5-8 Max Grav 5=556(LC 4),7=742(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-723/012-3=-732/0,3-4=-726/0,4-5=-380/0 BOT CHORD 7-8=0/724,6-7=01724,5-6=0/724 WEBS 2-7=-575/0,3-6=-277/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03MIS BEFORE USE. Design valid for use only with MITek®connectors.This 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 properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,deiNery,erection and bracing of trusses and inrss systems,see.ANSI/TPII Qualify Criteria,DSB-89 and BCS!Building Component Tampa,FL 33610 Safety Information available from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087828 1409770 FT03 FLOOR 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:45 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-Yr7hxcYnMwYUSAg55RZ?zZE?vGOVunJyXFK?KDybLXe 5-3-14 9-8-7 5-3-14 4-4-9 3x5 I I 3x4= Scale=1:20.4 1 4x5= 2 3 i 3 i R 1 6 I 3x4 I I 1 o 0 cv f I I 5 3x6 4 2x4 11 9-6-7 0- 0- -6 4.4-g Plate Offsets X Y-- [1:0-2-8,0-1-121,f5:0-2-4,0-1-81.[6:0-1-12,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.08 6 >999 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.12 6-7 >905 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.08 4 Na n/a Weight:57 Ib FT=20% BCDL 5.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 2-5:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=518/0-4-3,4=518/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-473/0,1-2=-1470/0,2-3=-430/0,3-4=-503/0 BOT CHORD 5-6=-288/0,2-6=-482/0 WEBS 1-6=0/1249,3-5=0/510 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING.Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mil-7473 rev.IMM 15 BEFORE USE. �• Design valid for use only with MITek®connectors.This design is based only upon pararneters shown,and Is for an individual building component,not a truss system.Before use,the bxAiding designer mirst verify the appllcabmity 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 is always required tot stability and to prevent collapse with possble personal Inlury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrk;atk>n,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPI1 Qua Criteria,DSB-89 and SCSI Betiding Component Tampa,FL 33610 Safety Information avdtable from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria,VA 22314. — Qty Ply Job Truss Truss Type T12087B29 14097TO FT04 FLOOR 1 1 Job Reference o Ronal Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:47 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-V DFRM IZ2uXoChUgTCrbT2_JNJ30mMi_F_Zp6P5ybLXc 4-8-7 9-1-0 4-8-1 4-4-9 3x5 3x4= Scale=1:20.4 1 4x5= 2 3 al' I 4x10= 6 2x4 I 6 0 N 5 3x5- 4 2x4 11 4-8-7 9-1-0 4-8-7 4-4-9 Plate Offsets X Y-- 1370-1-12,0-1-81,[570-2-4,0-1-81,17:0-1-12.0-1-0 LOADING(psf) SPACING- 2-0-0 CSI. TD7EEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 (LL) -0.09 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00BC 0.83 (TL) 0.13 6 >795 240 BCLL 0.0 Rep Stresslncr YES WB 0.52 Horz(TL) 0.10 4 Na Na Weight:52lb FT 20% BCDL 5.0 Code FBC2014ITP12007 Matrix-AS LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 2-5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=484/0-3-8,4=484/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-438/0,1-2=-1262/0,2-3=-380/0,3-4=-477/0 BOT CHORD 2-6=-434/0 WEBS 1-6=0/1089,3-5=0/441 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. i Strongbacks to be attached to walls at their outer ends or restrained by other means. s 'r QWARNWG-VerW dadgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR 7473 rev.f0703i2015 BEFORE USE ' Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and Is for an individual building component not a hiss system.Before nue,The building designer must verity The applicability of design parameters and properly incorporate this design Into the overail MiTek building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possble personal Inlury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricaticm.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Job Truss Truss Type Qty PIY 712087830 14097TO FT05 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:50 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-voxa_JcwBSAmYxZ2t_BAgcxxHHANZ7ghgX1 mOQybLXZ 4-6-8 9-1-0 4-6-8 4-6-8 3x4 11 3x4 3x4 11 Scale=1:20.4 = 1 2 3 4 3x4= 3x4= 9-1-0 9-1-0 LOADING(p f) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.12 4-5 >899 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-AS Weight:50 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 5=484/0-3-8,4=484/Mechanical Max Grav 5=484(LC 2),4=484(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=0/399 WEBS 2-5=-440/0,2-4=-440/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 applicabYlty of design parameters and properly 6ncorrxxate This design into the overall Mir ek• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,see.ANS1/TPI l Quality Criteria,DSB-89 and BCSI Sulidling Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087831 14097TO FT06 FLOOR 1 1 Job Reference o tional 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:53 2017 Page 1 Building Component Supply, Jacksonville,FL-32256, ID:yc?mdtwzXKngCphrm5?QyazEeSX-JNcjd LepUNYLPPHdZ6itH FZNaU D2mSe7MVGQdiybLXW 3-7-8 9-1-0 3-7-8 5-5-8 = = Scale=1:20.4 3x5 30 3 4 1 1 3x5= 3x8= 2 6 5 2x4 II 4x10= 2x4 II 3-7-8 3-7-8 5-5-8 Plate Offsets X Y-- 2:0-3-4 0-1-8 4:0 1-12 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.06 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) 0.10 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.00 5 n1a Na Weight:52 Ib FT=20°� BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS LUMBER BRACING- - Structural wood sheathing directly applied or 5-2-5 oc purlins, TOP CHORD 2x4 SP No.2 Bexcept end verticals. OT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=484/0-3-8,5=484/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-452/0,1-2=-999/0,2-6=-44110,2-3=-271/0,3-4=-378/0,4-5=-440/0 WEBS 1-6=0/931,4-6=0/394 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10/0%W15 BEFORE USE. ' Design valid for use or with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a tru s system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate link 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 txaclrtg k always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guWonce regarding the 6904 Parke East Blvd. ;.i fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Infonna.. avdlable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qiy Ply 712087832 1409770 FT07 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:58:55 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-GmkT21 f3?_o3ejROgXkLNgehGl IJEEZQgplXheybLXU 5-11-8 11-11-0 5-11-8 5-11-8 Scale=1:19.4 0.25 12 6x8= 2x4 11 3 2 1 6x8= T i cc NAILED NAILED NAILED NAILED NAILED NAILED 6 7 8 9 5 10 11 12 4 7x10= 3x5 11 4x5 11 3 5-11-8 11-11-0 5-8-8 5-11-8 Plate Offsets X Y-- 11:0-3-12,0-2-12],1370-4-0,0-2 8 [4:0-2-4,0-1-8],[6:0-2-4.0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 60.0 i Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.20 4-5 >701 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.31 4-5 >437 240 BCLL 0.0 Rep Stresslncr NO WB 0.93 Horz(TL) 0.01 4 Na n/a Weight:57 lb FT=20% BCDL 5.0 Code FBC2014lTP12007 Matrix-MS LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5,3-5:2x4 SP No.2,2-5:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=1373/0-3-8,4=1389/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1132/0'1_2=-3545/0,2-3=-3546/0,3-4=-1133/0 BOT CHORD 5-6=0/416,4-5=0/335 WEBS 1-5=0/3179,2-5=-947/0,3-5=0/3290 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-160,4-6--1 0 Concentrated Loads(lb) Vert:7-1 36(B)8=-135(B)9=-135(B)10=-135(B)11=-135(B)12=-1 37(B) AWARNWG.VeN/y design perimeters end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MH-7473 rev.laC3/2015 BEFORE USE. Design valid for use only with MITek®connectors.Ibis design is based only upon Parameters shown,and Is for an individual buNdlrg component,rroT " a truss system.Before use,the building designer must vedfy the applicc"Ity of design parameters and properly incorp01' fe this design into lune overall MiTek, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPll Quality Cdteda,DS8-89 and SCSI Betiding Component Tampa,FL 33610 Safety Information available from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oty Ply T12087833 I14097TO FT08 FLOOR 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:58:58 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-g LQbg2ixlvBeVAAaLf H2_IGAfVtl RfitW mzBlyybLXR 5-11-8 11-11-0 5-11-8 5-11-8 Scale=1:19.8 0.25 F12 5x10 MT20HS= 20 11 3 5x8= 2 1 i 1 6 5 4 6x8- 3x4 11 3x4 I PH 5-11-8 11-11-0 3- 5-8-8 5-11-8 Plate Offsets(X Y) [3:0-3-4,6-2-01,[5:0-4-0,0-2-121 - LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.15 5 >920 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.24 5 >566 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 4 r✓a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-AS Weight:56 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2`Except` MiTek recommends that Stabilizers and required cross bracing 1-6:2x6 SP No.2,2-5:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=981/0-3-8,4=981/Mechanical FORCES- (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-921/0,1-2=-2528/0,2-3=-2529/0,3-4=-920/0 BOT CHORD 5-6=0/398,4-5=0/298 WEBS 1-5=0/2176,2-5=-953/0,3-5=0/2293 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M9-7473 rev.184)3/10 it BEFORE USE. Design valid for use only with MITek©connectors.This design is based only upon parameters shown,and Is for an Individual building component.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,seeANSUTPi 1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,Parke 33610 Solely Information available from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. 11 Job �FTO9 Truss Type Qty PIY 712087834 14097T0 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:00 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-cjXM5kjCgXRLIUKzT4KW 4jMjGJegvj 19z4SIM rybLXP 2-0-0 2-0-0 1 3x4= 2 2x4 Scale=1:10.1 3x4= 4 3 2x4 11 2-0-0 0-3-0 0-3 0 1-9-0 LOADIN�(psf) S2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIPTCLL 1.00 TC 0.15 Vert(LL) 0.00 4 360 MT20 244/190TCDL . I 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 5.0 Code FBC2014/1-PI2007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/73/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for car Individual building component,not a truss system.Before use,the br4lding designer must verify the applk:abillN 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 is always required for stability and to prevent collapse with posslole personal Injury and property damage. For general guidance regarding the 6904 Parke East Bid. fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DS8-89 and SCSI Butidirrg Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Ory Ply 712087835 14097TO FT10 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:02 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Y6f6W QISM8h3_nTMaVM_98R216K8NcoSROxORkybLXN 2-0-0 2-0-0 1 3x4= 2 2x4 1 Scale=1:10.3 4 3 3x4= 2x4 II 0-3-0 2-0-0 0-3-0 1-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 r1/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verhy dedpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEW7473 rev.10103/2015 BEFORE USE. Design valld for use only with MI1ek9 connectors.This design is based only upon parameters shown.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. fabrk:atkxr,storage,delivery,erecflon and bract g of Trusses and truss systems,seeANSI/TPrt Quality Criteria,DSB-89 and SCSI Butidkng Component Tampa.FL 33610 Safety information avdiable from Truss Rate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087836 14097TO FT11 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:05 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-zhLFBSnKf33erFCxGdvhnm3Z?KMrazXv7MA323ybLXK 2-0-0 r 2-0-0 1 3x4= 2 2x4 11 Scale=1:10.5 i Lj t 4 3 3x4= 2x4 0-3-0 2-0-0 0-3-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:11 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS - 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ae— WARNING-Verily dsdgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10103MI S BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorporate this design into 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 Pae East Blvd. fat tion storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPiI Quality Criteria,DSR-89 and SCSI Building Component Tampa.Parke 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087837 114097TO FT12 FLOOR 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:08 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-NGONmTpDx_RDiixVxmTOOPh4FXNYnKH LpKOjeNybLXH 2-0-0 200 1 3x4= 2 2x4 11 i Scale=1:10.7 7 i I I 4 3 3x4= 2x4 11 0-3-0 2-0-0 0.3-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 4 .... 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.rOwwIS BEFORE USE. Design valid for use only with MiTek®connectors.TMs design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applk:ablity 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 tracing 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 SCSI Building Component 6904 Parke East Blvd. Safety Information avallab.le from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 114097T0 FTI 3 FLOOR 1 1 T12087838 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:112017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-ori W PVs5EvpoZAf4cu0501 JbUIPF_hI nVIdNFiybLXE 2-0-0 2-0-0 1 3x4= 2 2x4 11 Scale=1:10.9 4 3 3x4= 2x4 II 0-3-0 2-0-0 0-30 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n1a BCDL 5.0 Code FBC2014ITP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 or;bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.111M2015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design B based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate tills design into the overall building design. Bracing indk:ated Is to prevent buckling of individual inrss web and/or chord members only.Additional temporary and permanent bracing Ml Re k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Buckling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Qty Ply 712087839 14097T��F�LO 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:13 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-kDgGpBtMmW 4VpUpTkJ3Z5SOx_Y4jSbW 4zc6UKbybLXC 2-0-0 2-0-0 1 3x4= 2 2x4 Scale=tat.t 4 3 3x4= 2x4 11 0-3-0 2-0-0 0-3-0 1-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 4 .... 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rl/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=145/0-3-8,3=145/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.laUt 015 BEFORE USE. Design valid for use oNy with MlTekm connectors.This design Is based only upon parameters shown,and Is for an IndlAdual 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 thus web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087840 14097TO FT15 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:16 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-BoV PSCwE3RS4gxY2PRcGj50Ttm6TfyG W faK8xwybLX9 1-9-0 1-9-0 1 3x4= 2 2x4 II Scale=1:10.1 i i 3x4= 3 2x4 11 1-9-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 nia n/a BCDL 5.0 Code FBC2014fFP12007 Matrix-MP Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=124/0-3-8,3=124/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERA NCE PAGE MN-7473 rev.far03r2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly Incorporate 8'rls design Into the overall i building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the j 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 BIv( 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 T12087841 14097TO FT16 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:18 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-4Bd9tuxUb3iovFiQW seko W 5oNZox7slp6upF?oybLX7 1-9-0 r 1-9-0 1 3x4= 2 2x4 Scale=1:10.3 T I I i 3 3x4= 2x4 11 1-9-0 1-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:101b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=124/0-3-8,3=124/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-VMfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.101032015 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.Bte building designer must verify the(X01cabiity of design parameters and properly incorporate this design into The overall buYding 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 slabittyand to prevent collapse with possUe personal Injury and property damage. For general guidance regarding the fabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPiI Quality Criteria,DSB-89 and BCSI Buftrig Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply 14097TO FT17 FLOOR 1 1 Job Reference(optional) 712087842 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:20 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-1 ZlwHaz17gyW BYspeH hCt KB8tNTPbIF6aBI L4hybLX5 1-9-0 1-9-0 I 3x4= 2 2x4 I' Scale=1:10.5 1 3 3x4= 2x4 11 1-9-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=124/0-3-8,3=124/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girders)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity dedyn peremetere and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1.7473 rev.14V3/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity The applicability of design parameters and properly IncorTxxote this design Into 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 slablitty and to prevent collapse with possible personal injury and property damage. For general guidance regarding ti1e fabri:ati n.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 TypeQty Ply � 712087843 14097TO FT18 FLOOR it 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:23 2017 Page 1 ID:yc?mdtw7XKngCphrm5?QyazEeSX-R8Q2wc?dPbK5?OaOJPEvVZpf6aV6o6?YG9X?gOybLX2 1-9-0 1-9-0 1 3x4= 2 2x4 11 Scale=1:10.7 r 3 3x4= 2x4 11 1-9-0 1-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) 0.00 4 ".` 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nta n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) 4=124/0-3-8,3=124/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE W7473 rev.10MMIS BEFORE USE Design valid for use oNy with MITekG connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087844 14097TO FT19 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:26 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-rj6BYd 1 Vi W ifsTJz_Yoc7C RB7o W V?Tf_y7lgHLybLX? 1-6-0 J 1-6-0 1 5x6= 2 2x4 11 Scale=1:11.0 6 3x6_ _I 7 F-::] 8 S 0 co 6 2x4 11 4 3 2x4 11 0-3-8 1-6-0 0 3 8 1 1-2-8 Plate Offsets(X Y)-- [1:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 3 rl/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, BOT CHORD 2x4 SP No.3*Except` except end verticals. Except: 3-4:2x4 SP No.2 6-0-0 oc bracing:1-5 WEBS 2x4 SP No.3 10-0-0 oc bracing:1-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=108/Mechanical,8=71/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 5)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING.Verify deelgn parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE M8-7473 rev.f0/03/201S BEFORE USE. Design valid for use orgy with MITek(b connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer mast 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. Tampa,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Sutiding Component Tampa.FL 33610 Safety Information avaliable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T1201171145 14097TO FT20 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:28 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-o6ExzJ3mE7zN6nTL6zg4CdWXdbCzTN8HQREmLDybLWz 1-6-0 1-6-0 1 5x6= 2 2X4 Scale=1:11.2 1 6 Ll w '. 3x6= 5 1 ao 0 i 2x4 11 4 3 2x4 'I 0-3-8 11-2-6-0-B 0 316 Plate Offsets(X,Y)-- (1:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 20.0 I Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, BOT CHORD 2x4 SP No.3*Except* except end verticals. Except: 3-4:2x4 SP No.2 6-0-0 oc bracing:1-5 WEBS 2x4 SP No.3 10-0-0 oc bracing:1-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=108/Mechanical,8=71/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 5)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verily design paramefero and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI7473 rev.10/03/2016 BEFORE USE. Design valld for use orgy 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"cling designer mast 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 M1 lek• Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,se,-ANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087846 14097TO HJ45 Diagonal Hip Girder 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:32 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-gtTSpg6Gl MTpaOm7Lou0NTg2pCQ9PBDtK3C_U_ybLWv -2-10-10 2-7-5 5-4-3 2-10-10 2-7-5 2-8-14 Scale=1:20.3 4 1 NAILED NAILED 4.62 F12 3x5 I 3 � T N 5x6 11 2 4x5— O 16 7 8 2x4 11 2x4 11 NAILED NAILED 2-7-5 5-4-3 22 77 5 2-8-14 Plate Offsets(X Y)-- [2:0-3-0,0-1-121,[3:0-2-8,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 6 >606 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.10 6 >624 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.04 4 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MR I Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=373/0-5-13,4=74/Mechanical,5=18/Mechanical Max Horz 8=184(LC 24) Max Uplift 8=-164(LC 8),4=-30(LC 5),5=-41(LC 17) Max Grav 8=378(LC 30),4=104(LC 28),5=73(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-329/186,2-3=-250/243 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left 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 164 Ib uplift at joint 8,30 Ib uplift at joint 4 and 41 Ib uplift at joint 5. 6)"NAILED"indicates 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(pit) Vert:1-2=-60,2-4=-60,7-8=-20,5-6=-20 Concentrated Loads(Ib) Vert:3=130(F=65,B=65) ®WARNING-V ffly deelgn parameters and READ NOTES ON THIS AND MICLUDED M?EK REFERANCE PAGE MM-7473 rev.10103/2015 BEFORE USE. Design valld for use only with MITeW connectors.This designs basad only upon parameters shown,and Is for an individual building component,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 chard 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 fabrk:atlon,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312.Nexandria,VA 22314. Job Truss Truss Type Qty Ply T12087847 14097TO HJ46 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:35 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-5S9bRi89aHrORsViOxSj_51ZIQTicYzJ11 Re5JybLWs 2-7-5 6-9-10 2-7-5 4-2-5 3 Scale=1:22.2 4.62 12 NAILED NAILED 3x4 II N 2 M lh b 3x4 11 ci 1 I I 4 1F-1 F-14.510 6 7 2x4 ! 2x4 11 NAILED NAILED 2-7-5 6-9-10 2-7-5 4-2-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.17 4-5 >455 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 4-5 >281 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014fFP12007 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` except end verticals. 2-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=267/0-5-6,3=176/Mechanical,4=89/Mechanical Max Horz 7=133(LC 8) Max Uplift 7=-53(LC 8),3=-104(LC 8),4=-12(LC 8) Max Grav 7=267(LC 1),3=176(LC 1),4=112(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left 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 53 Ib uplift at joint 7,104 Ib uplift at joint 3 and 12 Ib uplift at joint 4. 6)'NAILED"indicates 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=-60,6-7=-20,4-5=-20 Concentrated Loads(lb) Vert:6=-5(F=-2,B=-3) A WARMING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev.t ao3@015 BEFORE USE. Design valid for use only with MITek®connectors.This design is rased ordy upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the appik:ability 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 Welk' Is always required for stability and to prevent collaryse 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 Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 ` Job Truss Truss TypeQty Ply 712087848 14097TO HJ47 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 16:59:38 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-V 1 gj3kB 1 tC Dy1J EGh3?Qckw3Gd Uzpvilj?fl heybLW p -2-10-10 2-7-5 6-9-10 2-10-10 2-7-5 4-2-5 Scale=1:22.2 4 � 1� d of 4'62 F2 NAILED NAILED 45 I N 3 m v 5x6 11 m 2 4x5= IT 1 0 7 8 2x4 I I 2x4 11 NAILED NAILED 2-7-5 6-9-10 2-7-5 4-2-5 Plate Offsets(X Y)-- [2:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.16 5-6 >501 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.16 5-6 >485 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014lfP12 r07 Matrix-MR Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=407/0-5-13,4=127/Mechanical,5=49/Mechanical Max Horz 8=206(LC 24) Max Uplift 8=-155(LC 8),4=-58(LC 8) Max Grav 8=423(LC 28),4=143(LC 28),5--86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-367/177,2-3=-280/236 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left 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 155 Ib uplift at joint 8 and 58 Ib uplift at joint 4. 6)"NAILED"indicates 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=-60,2-4=-60,7-8=-20,5-6=-20 Concentrated Loads(lb) Vert:3=130(F=65,8=65) Q WARNING-Verify design peramefers and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mg-7473 rev.10)3W15 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 syslem.Before use.the building designer must verify the applicab0ty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa.FL 33610 Safety Information avaHabte from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply T12087849 I14097TO J41 Corner Jack 4 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:41 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-vc W shl DwA7bXAnyrN BZ7EMYjvrd40FSCPzuylzybLW m 2-0-11 2-0-11 Scale=1:13.0 5.00 12 2 2x4 11 1 0 0 N n .-I 3 4 2x4 11 2-0-11 2-0-11 TTCLLOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP LL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=74/0-3-8,2=53/Mechanical,3=21/Mechanical Max Horz 4=61(LC 12) Max Uplift 2=-42(LC 12),3=-6(LC 12) Max Grav 4=74(LC 1),2=53(LC 1),3=36(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 Ib uplift at joint 2 and 6 Ib uplift at joint 3. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE AML7473 rev.1403MI S BEFORE USE. Design valld for use only with MITek6 connectors.This design k based only upon parameters shown,and Is for an IndlAdual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate ihk design Into the overall "ding 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 6904 Parke East Blvd. fobricatkm,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087850 14097TO J42 Corner Jack 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:44 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-KBC_KnFoT2_61EhQ2K6gs?A6b2esDcBe5w6dvlybLWj -2-8-0 2-0-11 2-8-0 2-0-11 Scale=1:13.0 3 5.00 F12 3x6 I 2 C? 0 � N n 1 4 5 2x4 11 2-0-11 2-0-11 Plate Offsets(X Y)-- [2:0-3-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 nta n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=380/0-5-8,3=-41/Mechanical,4=-19/Mechanical Max Horz 5=135(LC 12) Max Uplift 5=-243(LC 12),3=-41(LC 1),4=-19(LC 1) Max Grav 5=380(LC 1),3=38(LC 8),4=23(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-324/385 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-8-11 to 0-1-12,Interior(1)0-1-12 to 1-11-15 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 Ib uplift at joint 5,41 Ib uplift at joint 3 and 19 lb uplift at joint 4. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a inns 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 slabillty and 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.seeANSI11PI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712067651 14097TO J43 Corner Jack 1 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:47 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-kmt7yplgmzMhuiQ?jSgXUdolYFgbQzx4nuLHW dybLW g 1-10-11 1-10-11 5.00 F12 Scale=1:12.6 2 2x4 11 1 I N _N r0 4 3 2x4 11 1-10-11 1-10-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 rata n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:7lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=69/0-5-4,2=49/Mechanical,3=20/Mechanical Max Horz 4=59(LC 12) Max Uplift 2=-41(LC 12),3=-7(LC 12) Max Grav 4=69(LC 1),2=49(LC 1),3=34(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 Ib uplift at joint 2 and 7 Ib uplift at joint 3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MA-7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an individual building component not a firms system.Before use,the".wilding designer must verity the appiicat-Ally 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 recored for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty ply 712087852 14097TO J44 Corner Jack 1 1 � Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:49 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-g9?tNUJxHacP70ZOrti?Z2t4g3MqutRNFCgOaVybLWe 2-2-5 2-2-5 Scale=1:13.2 5.00 12 2 i 2x4 11 1 1 3 4 2x4 11 2-2-5 2-2-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR I Weight:8 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=79/0-5-4,2=56/Mechanical,3=23/Mechanical Max Horz 4=63(LC 12) Max Uplift 2=-44(LC 12),3=-5(LC 12) Max Grav 4=79(LC 1),2=56(LC 1),3=38(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 2 and 5 Ib uplift at joint 3. it A WARNING.verW dedgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB-7473 rev.1aV003/2815 BEFORE USE. Design valid for use only with MITek®connectors.TMs design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorpomle,this design into rhe overall 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 possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and tracing of Trusses and truss systems,seeANSi/TPi l Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087853 14097TO T01 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:51 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-dX7eoALBpBs6MJjmylkTeTzP?tl 7Mlagi W J UfOybLW c 0-7-12 1-11-12 -3-12 4-7-12 5-1L1-12 6-7-8 0-7-12 1-4-0 3 1-4-0 1-4-0 0-7-12 4x5 Scale=1:20.2 5.00 12 4 5 3 i 6 2 7 1 II 12 11 10 9 3x8— 3x8= 8 -3 0.7-12 1-11-12 3-3-12 4-7-12 5-11-12 6-7-8 ISI td-o 1-4-0 id-0 id-0 0.7-12 Plate Offsets(X Y)-- [2:0-3-0,0-0-41,[6:0-3-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 12=253/0-3-8,8=253/0-5-8 Max Horz 12=78(LC 11) Max Uplift 12=-156(LC 12),8=-156(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-209/337,3-4=-169/317,4-5=-169/316,5-6=-209/336 BOT CHORD 11-12=-265/152,10-11=-265/152,9-10=-265/152,8-9=-265/152 WEBS 2-12=-319/505,6-8=-319/505 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 Ib uplift at joint 12 and 156 Ib uplift at joint 8. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify d*Wgn parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MA-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 triNding 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 buNdrrlg design. Bracing indicated Is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for sta Ity and to prevent collapse with possUle personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and trim systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informahon avollc"e from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087854 1409770 702 Common 7 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 16:59:54 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-16omQCN366EhDnSLdQIAG6bwl43XZ7a6OUXBGjybLW Z 3-3-12 6'7-8 3-3-12 3-3-12 4x5 11 Scale=1:22.2 5.00 12 2 3x4 3x4 i 3 1 d. rn j 6 5 3x8- 4 2x4 I 2x4 -3-93-3-12 6-7-8 3- 3-0-12 3-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=253/0-3-6,4=253/0-5-8 Max Horz 6=-96(LC 10) Max Uplift 6=-156(LC 12),4=-1 56(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-188/30012-3=-1 Ba/300,1-6=228/339,3-4=-228/339 WEBS 3-5=-278/163,1-5=-278/163 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 Ib uplift at joint 6 and 156 Ib uplift at joint 4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Vsdfy dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10103IW15 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer mast verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing Ind1rated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and tam systems,seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component Tampa,FL 33610 Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 12087855 1409770 703 Common 5 i Job Reference(optional)trie 7 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Induustries,Inc. Thu Sep 21 16:59:57 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-RhUv2EPyP 1 cG4EBwJYrttkDNl H?imTfY4Smps2ybLW W 7-4-8 14-9-0 7-4-8 7-4-8 Scale=1:24.5 5x6= 3 4.00 12 17 16 18 15 4x5 44x5 2 5 1 iN 10 6 2x4 II 3x6 I! 3x6 11 7-4-8 14-9-0 7-4-8 7-4-8 Plate Offsets X Y-- [1:0-2-8,0-0-101,f3:0-3-0,0- -4 5:0-3-10 0-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.15 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.11 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix-AS Weight:54 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 1=590/0-5-8,5=590/0-5-8 Max Horz 1=37(LC 11) Max Uplift 1=-155(LC 12),5=-155(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-968/372,3-5=-968/372 BOT CHORD 1-6=-272/868,5-6=-272/868 WEBS 3-6=0/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 Ib uplift at joint 1 and 155 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A 7 WARNAVG.Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.f0A13o2ol S BEFORE USE. e Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual buuding component,not a TrLM system.Before use,the Ixilding designer must verity the applicability of,iesign parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Irldtvidual truss web and/or chord members only.Additional temporary and permanent bracing WOW Is always rec"red for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrk:atk n,storage,delivery,erection and bracing of Trusses and truss systems,seeANSVTPi1 Quality Crtteda,DSB-89 and BCSI Building component Tampa,FL 33610 Safety Information avaitable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply j T12087856 14097TO T04 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:00 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-sG92hFSgiy?rxivV_hPbVNruhV 12ygV?mQ?TTNybLW T 7-4-8 14-4-0 7-4-8 6-11-8 Scale:1/2'=1' 5x6= 3 4.00 12 17 16 18 15 4x5 4x5 4 2 5 1 o 6 2x4 I 3x6 I 3x8 I I 7-4-8 14-4-0 7-4-8 6-11-8 Plate Offsets(X Y)-- [1:0-2-8,0-0-101,[3:0-3-0,0-2-41,[5:0-5-13,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.17 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 1 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:54 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=573/0-5-8,5=573/Mechanical Max Horz 1=36(LC 11) Max Uplift 1=-150(LC 12),5=-151(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-909/356,3-5=-909/361 BOT CHORD 1-6=-264/812,5-6=-264/812 WEBS 3-6=0/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lot mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8 zone;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 150 Ib uplift at joint 1 and 151 Ib uplift at joint 5. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.16/03/2015 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 taus system.Before use,the building designer mast verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possUe personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712067857 14097TO T05 Monopitch Supported Gable i 1 Job Reference(optional) 8.130 s Sep 11 2017 MiTek Industries,Inc. I nu Sep 21 17:00:04 2017 Page 1 Building Component Supply, Jacksonville,FL-32256, I D:yc?mdtwzXKngCphrm5?QyazEeSX-k1 PYW dV LI BVGQJDGD W TXg D?fX6TXufBah2zgc8ybLW P 2-10-0 2-10-0 Scale=1:9.1 2 4.00 12 2.4 11 1 3 2x4= 2x4 '. I LOADING(psf) �Plate ING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 GripDOL 1.25 TC 0.18 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) rVa rl/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=108/2-10-0,3=108/2-10-0 Max Horz 1=37(LC 12) Max Uplift 1=-22(LC 12),3=-35(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip D0L=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 1-4-0 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 22 Ib uplift at joint 1 and 35 Ib uplift at joint 3. N A WARNING-VerW dedgn pararnefers and READ NOTES ON THIS AND MLUDED MrrEK REFERANCE PAGEMil-7473 rev.1"30115 BEFORE USE. s Design valid for use only with MlTeku connectors.lits design Is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use,The building designer must verify the arolcablity of design parameters and properly incorporate this design Into erre arid neat MiTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chard members oN. Aden! l onaI tem guidance regarding the Hent bracing Is always required for stability and to prevent collapse with possible personal Injury and property dama9 g ega � 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and fruss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Butidng Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Skeet.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Ory Ply T12087858 1409770 T06 Roof Special Girder 1 2 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:07 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-9c5h9eXD26trHnxrufl EHrdopJKc5wW 1 N?BLDTybLW M 9-4-8 9-10-8 4-6-11 4-9-13 4-6-11 Scale=1:18.1 2x4 11 3 4 3.00 12 3x4 2 1 r1 0 11 12 7 13 14 6 JUS24 JUS24 2x4 11 JUS24 4x5= JUS24 JUS24 5 3x4= 9-4-8 9-10-8 4-6-11 4-6-11 4-9-13 0-6-0 LOADING (psf) SPACING- 2-0-0 CSI. �FL. �-0.06 (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 6-7 >759 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 5 rita n/a Weight:97 Ib FT=20% BCDL 100 Code FBC2014/fP12007 Matrix-MS 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=1712/0-5-8,5=1798/0-5-8 Max Horz 1=104(LC17) Max Uplift 1=-491(LC 4),5=-536(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3569/1011 BOT CHORD 1-7=-1051/3431,6-7=-1051/3431 WEBS 2-7=-389/1577,2-6=-3367/1027 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 491 Ib uplift at joint 1 and 536 Ib uplift at joint 5. 7)Use USP JUS24(With 10d nails into Girder&,1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-4 from the left end to 9-0-4 to connect truss(es)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-20,5-8=-20 Concentrated Loads(lb) Vert:6=-557(F)11=-553(F)12=-553(F)13=-553(F)14=-553(F) 7, - NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03!1015 BEFORE USE.lid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not ;tem.Before use,the brtAdirrg designer must verify the apOlcabARY of design Parameters and property Incorporate this design Into the overdlMl iek' esign. Brachg irxik:ated is to prevent buckling of Irxiivktual intss web and/or chord members oMy. Additional temporary and permanent tracing builrequired for stability and to prevent collapse with possible personal Injury and propeerty damage. For general guidance regarding the 6904 Padre East Blvd. n,storage,delivery,erection and bracing of tnrsses and truss systems,seeANSi/TPI l Quality criteria,DSB-89 and SCSI SuNding component Tanpa,FL 33610 ormation avaitable,from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087859 1409770 707 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:09 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-5?C RaKZUaj7ZX45E043i NGi NB74uZsEJrJgRH LybLW K 4-6-11 9-4-8 4-6-11 4-9-13 Scale=1:18.1 3x4 11 I3 4 3.00 12 i 2x4 z� 11 2 10 1 6 3x8 11 3x6— 5 � 4x5= 9-10-8 9-10-8 Plate Offsets X Y- 1:0-3-6 Ede 1:0-0-0 0-1-15 6:0-1-12 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES �GRIPTCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.11 6-9 >999 240 MT20 90 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.30 6-9 >380 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 1 n/a n/a Weight:41 Ib FT=20 BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2`Except' MiTek recommends that Stabilizers and required cross bracing 2-6:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=354/0-5-8,1=385/0-5-8 Max Horz 1=104(LC 8) Max Uplift 5=-1 21(LC 8),1=-105(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-721/304 BOT CHORD 1-6=-388/698 WEBS 2-6=-584/345 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ff;eave=oft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-0 zone;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 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 Ib uplift at joint 5 and 105 Ib uplift at joint 1. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7WARNING.NG-Verly design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MR-7473 rev.1�3PL015 BEFORE USE. lid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component nottem.Before use,the building designer must verity the applicability of design parameters and propedy Incorporate this design Into the overallesign. Bracing Indk:ated Is to prevent buckling of irndivkival buss web and/a chord rnedranrrbe�rs onlF r eddle a glyddar porary �r 9 the retxacing required for stability and To prevent collapse with possible personal injury and property 6904 Parke East Blvd. n,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSi/TPil Quality Cdferia,DSB-69 aril SCSI Butidng Component Tampa.FL 33610 ormation available from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087860 1409TFO T08 HALF HIP 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:12 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-VauaCM bMteV8OYgphCcP_vKq_K2jm6HmXHv5ugybLW H 3-4-156-9-8 10-7-12 14-4-4 18-0-12 21-11-0 3-4-15 3-4-8 3-10-4 3-8-8 3-8-8 3-10-4 Scale=1:38.3 3.00 F12 3x4 II 3 4x5= 4x5= 2x4 I 4x5= 5x6= 19 2 4x12= 20 5 21 6 7 22 8 m 18 N 14 13 12 11 10 9 1 46_ 45= 3x4 11 7x14 MT20HS= 4x10= 5x6= 2x4 11 3x8 1 3-4-15 10-7-12 14-4-4 18-0-1221-11-0 3-4-15 7-2-13 3-8-8 83 8 3-10-4 Plate Offsets(X Y)-- [1:0-3-2,0-8-41,[1:0-0-0 0-1-151 [4:0-5-8,0-2-01,[7:0-2-4.0-2-01,18:0-3-0,0-2-41,[10:0-3-0,0-2-41,[11:0-2-8,0-2-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.51 11-12 >509 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.92 11-12 >284 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.11 9 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:1061b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, 4-8:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 3-13,5-11,7-11,8-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation quide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=904/0-5-8,1=1038/0-5-8 Max Horz 1=75(LC 12) Max Uplift 9=-215(LC 9),1=-138(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2741/409,2-3=-494/46,4-5=-5217/909,5-6=-4431/872,6-7=-4431/872, 7-8=-2709/600,8-9=-862/213 BOT CHORD 1-14=-466/2619,13-14=-633/4632,12-13=-69815010,11-12=-921/5224,10-11=-600/2709 WEBS 2-14=-24/563,4-14=-2114/176,4-12=-404/407,5-11=-823/111,7-11=-302/1788, 7-10=-728/184,8-10=-590/2687,2-4=-2151/377 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-9-4 zone;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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint 9 and 138 Ib uplift at joint 1. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-67,4-8=-67,9-15=-7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. Design valid for use orgy with MITek®connectors.This design B based only upon parameters shown,and Is for an indlNdual building component rot a truss system.Before use,the building designer must verify the applicability of design parameters and properly ncorForate this design into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkival 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,deltvery,erection and bracing of trusses and truss systems,see.ANSI/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 712087860 14097TO TOB HALF HIP 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:12 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-VauaCMbMteV8OYgphCcP_vKq_K2jm6HmXHv5ugybLW H LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-345 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-53,4-8=-53,9-15=-7 Concentrated Loads(lb) Vert:4=-312 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-13,4-8=-13,9-15=-20 Concentrated Loads(Ib) Vert:4=-247 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=32,3-19=21,4-8=23,9-15=-4 Horz:1-19=-38,3-19=-27,3-4=-35 Concentrated Loads(lb) Vert:4=-97 5)Dead+0.6 C-C Wind(Pos.internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=21,3-18=32,4-22=23,8-22=29,9-15=-4 Horz:1-18=-27,3-18=-38,3-4=-35 Concentrated Loads(lb) Vert:4=-97 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-27,4-8=-24,9-15=-7 Horz:1-3=13,3-4=32 Concentrated Loads(lb) Vert:4=-280 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-27,4-8=-24,9-15=-7 Horz:1-3=13,3-4=32 Concentrated Loads(lb) Vert:4=-280 8)Dead+0.6 MWFRS Wind(Pos.internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=23,4-21=29,8-21=15,9-15=-4 Horz:1-3=-30,3-4=-10 Concentrated Loads(lb) Vert:4=-103 9)Dead+0.6 MWFRS Wind(Pos.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=13,4-20=15,8-20=29,9-15=-4 Horz:1-3=-20,3-4=-24 Concentrated Loads(lb) Vert:4=-103 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,4-8=-14,9-15=-7 Harz:1-3=1,3-4=29 Concentrated Loads(lb) Vert:4=-273 11)Dead+0.6 MW FRS Wind(Neg.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-4,4-8=-14,9-115=7 Horz:1-3=-10,3-4=-4 Concentrated Loads(lb) Vert:4=-226 12)Dead+0.6 MW FRS Wind(Pos.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=21,4-8=21,9-15=-4 Horz:1-3=-27,3-4=-32 Concentrated Loads(lb) Vert:4=-1 24 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=11,4-8=11,9-15=-4 Horz:1-3=-17,3-4=-22 Concentrated Loads(lb) Vert:4=-149 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev.10+03/2015 BEFORE USE. Design valid for use orgy with MITekS connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the iwllding designer must verify The appllcabuity of design parameters and Properly Incorporate this design Into the Overall MTek, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary aril permanent bracing 1T 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 Tampa.FL 33610 Safety information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job I Truss Truss Type City Ply T12087860 I14097TO T08 HALF HIP 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:12 2017 Page 3 ID:yc?mdtwzXKngCphrm5?OyazEeSX-VauaCMbMteVBOYgphCcP_vKq_K2jm6HmXHv5ugybLW H LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=14,4-8=-14,9-15=-7 Horz:1-3=1,3-4=6 Concentrated Loads(lb) Vert:4=-226 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,4-8=-14,9-15=-7 Horz:1-3=1,3-4=6 Concentrated Loads(ib) Vert:4=-226 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-1 3,4-8=-13,9-15=-7 Concentrated Loads(lb) Vert:4=-214 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-54,4-8=-54,9-15=-7 Horz:1-3=1,3-4=22 Concentrated Loads(lb) Vert:4=-356 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-46,4-8=-54,9-15=-7 Horz:1-3=-7,3-4=-3 Concentrated Loads(lb) Vert:4=-321 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase--1.60 Uniform Loads(plf) Vert:1-3=-54,4-8=-54,9-15=-7 Horz:1-3=1,3-4=4 Concentrated Loads(lb) Vert:4=321 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-54,4-8=-54,9-15=-7 Horz:1-3=1,3-4=4 Concentrated Loads(lb) Vert:4=-321 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-67,4-8=-13,9-15=-7 Concentrated Loads(lb) Vert:4=-345 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-13,4-8=-67,9-15=-7 Concentrated Loads(lb) Vert:4=-345 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-53,4-8=-1 3.9-15=-7 Concentrated Loads(lb) Vert:4=-312 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-13,4-8=-53,9-15=-7 Concentrated Loads(lb) Vert:4=-312 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.f0/.W015 BEFORE USE. Design valid for use only with MITek9 connectors.This design Is based only upon parameters shown,and Is for an Individual budding 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 budding 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,see.ANSI/1PI I Quality Criteria,DSB-89 and BCSI Suliding Component 6904 Parke East 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 T12087861 14097TO T09 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:15 2017 Page 1 ID:yc?mdtwzXKngCphrm5?Qya7EeSX-w9ZigNdFAZtiF?ZOMKA6cXyW 3YEZzc5CDF7mV?ybLW E 6-9-8 6-9-8 Scale=1:13.3 2x4 1 4 2x4 11 3.00 F12 3 2x4 1 2 9 8 I Ll Ll 1 I a 7 6 5 3x4 2x4 ;', 2x4 11 2x4 !', LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:25 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=123/6-9-8,5=57/6-9-8,6=-2/6-9-8,7=329/6-9-8 Max Horz 1=71(LC 8) Max Uplift 1=-25(LC 8),5=-19(LC 8),6=-4(LC 3),7=-114(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-246/384 NOTES- 1)Wind:ASCE 7-10;Vu]t=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ]l;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-3-11 to 3-3-11,Exterior(2)3-3-11 to 6-7-12 zone;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(norma]to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSYTPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 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 25 Ib uplift at joint 1,19 Ib uplift at joint 5 4 Ib uplift at joint 6 and 114 Ib uplift at joint 7. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.I M 2015 BEFORE USE. Design vditl for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component not , a truss system.Before use,the building designer mast 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 dwcrys required for stability and 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,seeANSt/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 7120878621 14097TO T10 Half Hip Girder 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:18 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-KkFrSPg7SUGH6THy1 TjpEAal plAZA_nevDM Q6KybLW B 2-0-0 5-9-0 2-0-0 3-9-0 Special Scale=1:24.3 5.00 F12 4x5= NAILED 2 7 3 F F11 3x4 1 I i i i 5 8 6 3x4- NAILED 4 2x4 I Special 2-0-0 5-9-0 P-0.0 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. �O25 (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 �DEFL. Vert(LL) 4-5 >265 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.24 4-5 >278 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.40 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:301b Ff=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-9 0 oc puffins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=111/Mechanical,6=225/0-5-8,4=114/Mechanical Max Horz 6=115(LC 8) Max Uplift 3=-100(LC 4),6=-190(LC 4),4=-149(LC 8) Max Grav 3=111(LC 1),6=277(LC 31),4=179(LC 29) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left 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 3,190 Ib uplift at joint 6 and 149 Ib uplift at joint 4. 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)176 Ib down and 178 Ib up at 2-0-0 on top chord,and 90 Ib down and 103 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-4(F)8=-1(F) 7A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE W7473 rev.10/0SW I5 BEFORE USE. ' Design valki for use only wlitn MITek®connectors.fils design B based oily upon parameters shown,and Is for an individual building component not a truss system.Before use,the txrllding designer must verity the applicability of design parameters and properly Incorporate tills design Into The overall WOW "ding design. Bracing Indicated Is to prevent buckling of individual taus web and/a chord members only. Additional temporary and permanent bracing is always required for sta Itly and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrk-aWn,storageand bracing of trusses a,delivery,erection and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East L — Safety Information avai abie from Truss Rate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,fL 336100 Job Truss Truss Type Qty Ply T12087863 14097TO T11 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:27 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-ZSI F LUnmLFO?hrTh3sOw53SOhN6ingrz_71 OwlybLW 2 r 2-5-8 5-9-0 11-1 t-8 13-11-0 16-5-8 19-0-11 24-2-8 24-9;8 29-0-4 2911-6 34-6-5 39-8-5 42-1-8 45-1-0 2-5-1 3-3-8 6-2-6 1-11-8+ 2 8 2-7-3 5-7-12 0-7-0 4-6-72 D-7-4 4-6-73 5-2-1 2-5-3 2-71-8 Scale=1:80.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5.00 12 6x6 it NAILED NAILED NAILED NAILED5x12= 6x6= NAILED 5x6= NAILED NAILED 6x6= 5x6= NAILED 5x8 i 2 35 36 37 38 3 39 40 41 4 42 43 5 44 45 46 6 47 46 49 7 50 51 52 853 54 55 9 5x6 i 1 N C0 n O N L4 t 17 16 14 13 4 7 to N 0 19 61 62 63 64 65 66 67 68 69 70 71 72 73 11 10 6 1 d 5x8= NAILED 5x6= 10x14 II NAILED 5x6= NAILED 5x8= 75 1N o 56 57 24 NAILED 58 59 60 NAILED NAILED NAILED NAILED NAILED NAILED 27 26 NAILED 5x8 NAILED 22 217x14 MT20HS I I NAILED NAILED NAILED NAILED 4x5 I! Special NAILED NAILED NAILED NAILED SPECIAL INDICATES THAT NOT ALL HANGERS HAVE BEEN DESIGNED.TYPICAL. 13-11-8 2-5-8 5-9-0 it-11-8 13-11-0 16-5-8 I 79-0-11 24-2-8 24-9r8 29-4-4 1 -8 34-6-5 39-8-5 42-1-8 45-1-0 r 2.5$ 3-3-6 6-2-6 1-1181 2-6-o ' 2-7-3 51-12 7 45-72 7 46-73 5-2-1 2-5-3 2-11-8 0-0-8 Plate Offsets(X Y)-- f3:0-4-0,0-2-01,[13:0-3-8,0-2-81,J15:0-0-0,0-1-121,[17:0-3-8,0-2-81,f33:0-10-4,0-4-121,[33:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.41 14-15 >922 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.86 14-15 >434 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) -0.09 20 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:526 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 26-28,22-29,19-30,31-32,15-33,11-34:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-21:2x4 SP No.1 6-0-0 oc bracing:23-24 WEBS 2x4 SP No.3 8-3-13 oc bracing:14-15. 6-0-0 oc bracing:18-20 REACTIONS. (Ib/size) 10=2334/0-5-8,27=61810-5-8,20--3739/0-5-8 Max Horz 27=179(LC 8) Max Uplift 10=-742(LC 8),27=-320(LC 8),20=-1387(LC 8) Max Grav 10=2334(LC 1),27=651(LC 29),20=3739(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-594/355,2-3=-501/362,3-4=-3310/1063,4-5=-6393/2099,5-6=-7577/2505, 6-7=-7569/2501,7-8=-6937/2336,8-9=-4531/1527,10-12=-22841767,9-12=-2144!783, 25-27=-484/181,1-25=-459/222 BOT CHORD 24-25=-331/279,23-24=-719/211,20-23=0/274,18-20=-3487/1439,3-18=-3376/1442, 17-18=-1339/490,16-17=-1 107/3426,15-16=-2099/6393,14-15=-2356/6984, 13-14=-1527/4531 WEBS 1-24=-130/347,2-24=-3431219,4-17=-1785/683,8-13=-1566/627,3-24=-650/1342, 6-15=-503/274,5-16=-1047/472,7-14=-729/299,3-17=-1686/5045,4-16=-1087/3255, 5-15=-447/1291,9-13=-1639/4788,8-14=-882/2623,7-15=-160/641 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x5 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 Ib uplift at joint 10,320 Ib uplift at joint 27 and 1387 Ib uplift at joint 20. MiliNAW tes 3-1Od 0.148"x3" or 3-12d 0.148"x3.25" toe-nails er NDS auidlines. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MR-7473 rev.1@D MIS BEFORE USE. Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent cdlapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and tress systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 IJob Truss Truss Type Qty Ply T12087863 14097TO T11 Half Hip Girder 1 n 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:27 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-ZSI FLUnmLFO?hrTh3sOw53SOhN6ingrz_71 OwlybLW 2 NOTES- 12) OTES12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 Ib down and 33 Ib up at 12-3-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-9=-60,26-27=-20,23-25=-20,21-22=-20,19-20=-20,15-18=-20,12-15=-20,10-11=-20 Concentrated Loads(lb) Vert:26=-94(B)19=-53(B)24=-57(B)5=-78(B)16=-69(B)35=-84(B)36=-84(B)37=-84(B)38=-99(B)40=-94(B)41=-78(B)42=-78(B)43=-78(B)45=-94(B) 46=-94(6)47=-66(B)48=-66(B)50=-66(B)51=-66(B)52=-66(B)53=-66(B)54=-66(B)55=-98(B)57=-60(B)58=-57(B)59=-57(B)60=-42(B)62=-69(B)63=69(B) 64=-69(B)65=53(6)66=-53(8)67=-82(B)68=-82(B)69=-82(B)70=-82(B)71=-82(B)72=-82(B)73=-82(B)74=-55(B) NA WARNING.YwHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.lOA1 MIS BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Worporate this design into 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 T12087864 1409770 T12 Half Hip 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:31 2017 Page 1 1 D:yc?mdtwzXKngCphrm5?OyazEeSX-SEXm BsgHOUuR9TnSIhSsGvd3v_T6jeOZvk?c34ybLW 2-5-6 7-10-8 11-11-8 13-11-0 16-5-8 21-6-12 24-9-8 29-4-4 29r11-8 37-1-12 42-1-8 45-1-0 2-5-8 5-5-0 4-1-0 1-11-8 2-6-B 5-1-4 3-2-12 4-6-12 0-7-4 7-2-4 4-11-12 2- 11 8 Scale=1:80.7 5 00 F12 6x6 11 5x12 = 7x6= 6x8= 5x8= 2 33 334 35 4 36 5 37 6 7 32 6x6%31 1 e 1 ; 13 11 0 0 0 15 5x8= 10X14 5X8= 9 8 roV z N 21 0 5X12 11 25 24 5X8= 18 17 13-11-8 2-5-8 7-108 11-11-e 73-11-0 r 76-5-8 27812 24-9-8 28dd 29r17r8 37-1-12 42 f 2.5$ 53-0 4-1-0 1-11-8 2-" 5-7-4 3-2-12 4872 Or-4 r-�A 008 Plate Offsets(X Y)-- [1:Edge 0-2-81 [3:0-3-8 0-2-0] [8:0-2-8 0-0-12] [11.0-3-8 0-2-81 [12:0-0-0 0-1-121 [13:0-3-0 0-2-8] (19:0-2-4 0-1-81 f29:0-0-0,0-1-121,[29:0-10-4,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.24 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.64 12-13 >588 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.07 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:267 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 22-24,18-20,3-17,15-26,27-28,12-29,9-30:2x4 SP No.3 4-11-0 oc bracing:14-16 WEBS 2x4 SP No.3 7-1-0 oc bracing:12-13 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-3-13,7-11 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. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (]b/size) 8=1246/0-5-8,25=428/0-5-8,16=2008/0-5-8 Max Horz 25=215(LC 12) Max Uplift 8=293(LC 12),25=-74(LC 12),16=-525(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-340/137,3-4=-2065/665,4-5=-2977/941,5-6=-2974/939,6-7=-2336/725, 8-10=-1195/379,7-10=-1118/409,23-25=-389/176,1-23=-347/193 BOT CHORD 22-23=-2255t261,21-22=-341/264,20-21=-282/50,19-20=-454190,14-16=-195Q/722, 3-14—1859/752,13-14=-35Of72,12-13=-683/2103,11-12=-742/2370 WEBS 2-21=-283/237,3-21=-326/667,5-12=-447/259,4-13=-826/385,6-11=741/374, 3-13=788/2590,4-12=-282/949,6-12=-212/652,7-11=-763/2403 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-14,Interior(1)4-7-14 to 7-10-8,Exterior(2) 7-10-8 to 14-3-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 Ib uplift at joint 8,74 Ib uplift at joint 25 and 525 Ib uplift at joint 16. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MITekC connectors.This design is based only upon parameters shown,and Is for an individual building component,not a hula system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate Hits design Into the overall bulding 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,seeANSIITPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087865 14097TO T13 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:37 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-GOv1 Svu2_KfbuOEcfyZGVAt54Pb67MARHgSwGjybLVu 16-s-8 45-1-0 5-1-0 9-10-8 13-11-0 13-11-8 21.6-12 24-9-B 29-4-4 2 1 -6 37-1-12 42-1-8 44-10-8 51-0 4-9-8 4-0-8 0- 8 2.6-0 Std 3-2-12 4$72 7- 7-2-4 4-11-12 2-9-0 0--8 Scale=1:80.6 3x4 // 7x6= 7x10= 5x6= 3x4 // 500 12 3x4 // 6x8= 5x6= 3x4 // 3x4 // 3 28 4 29 30 5 31 6 32 7 8 5x6 2� 26 m 5x6 i r 1 v Io 14 12 10 0 b �1112 16 5x6= 10x14 5x6_ 91 N 20 19 18 17 5x6= 5x8= 16-5-8 51-0 9-108 13-11-0 13-11-8 21-6-12 24-9-8 29dd 1 -8 37-1-12 42-1-8 451-0 St-0 4-9-8 4-0.8 8 2.6-0 Sid 3-2-12 4-6-72 7- 7-2d 4-11-12 2-11-8 Plate Offsets(X,Y)-- [3:0-4-4,0-2-41 [4:0-2-12,0-2-81,[9:0-2-8,0-0-81,[13:0-0-0,0-1-121,[14:0-2-12,0-2-81,[15:0-6-0,0-3-01,[24:0-0-0,0-1-121,(24:0-10-4,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.15 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.37 10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.08 9 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:296 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-17,16-21,22-23,13-24,10-25:2x4 SP No.3 WEBS Web Brace:Length(member) 6-4-3(4-14); WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 20=103/0-5-8,9=1092/0-5-8,15=2481/0-5-8 Max Horz 20=250(LC 12) Max Uplift 20=-142(LC 22),9=-251(LC 12),15=-674(LC 12) Max Grav 20=118(LC 17),9=1095(LC 22),15=2481(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-831277,2-3=-140/549,3-4=-409/1362,4-5=-756/232,5-6=-1767/547, 6-7=-1760/543,7-8=-1556/476,9-11=1045/329,8-11=-971/359 BOT CHORD 19-20=-271/152,4-15=-1478/601,14-15=-13861426,13-14=-248/792,12-13=-488/1578 WEBS 2-18=-488/298,3-18=-191/648,15-18=-513/111,3-15=-1402/529,4-14=-734/2377, 5-14=-981/437,5-13=-337/1103,7-12=-594/325,1-19=-282/147,6-13=-44a/257, 8-12=-521/1662 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=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-14,Interior(1)4-7-14 to 9-10-8,Exterior(2) 9-10-8 to 16-3-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 Ib uplift at joint 20,251 Ib uplift at joint 9 and 674 Ib uplift at joint 15. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-VerW dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valld for use orgy with MITek4O connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the!wilding 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 IndIvldual 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 tRtss systems,seeANSI/7PII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Mexandrla,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply T12087866 14097TO T14 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:40 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-hya94xxwH F 191 rzB K47z7pVfhdbrKkztze hat2yb LVr -BA7-4-6 9-10-8 14-5-2 18-2-8 21-8-0 23-4-6 28-10-14 35-6-8 -3 38-6-0 -6-0 5-38 2-1-0 2-6-0 4-6-10 39-6 3-5-8 1-8-8 5-6-6 6-7.10 Scale=1:69.2 4x5 5.00 12 8x10= 7x10= 4x5- 7x6= 7x6= 28 2 3 29 30 31 4 5 3233 6 34 7 8 4x5 1 0 0 v rn 0 It 1 1 10 6 1s 14 13 lu 0 0 174x5= 7x10= 6x6= 12 4x5 (I o ao d0x12= 46=3x4= �' r$ 0 20 21 19 18 4x10= -0.7-0 838 7d-07 -6 9-10-6 14-5-2 18-2-8 21-30 23-4-8 28-10-1438-60 0.7-f0 836 2-0.8 6 280 4-6-10 39-6 35-6 1-8-6 5-6-6 6.7-10 9- 2-2-8 Plate Offsets(X Y)-- (2:0-4-8 0-2-4j (7.0-4-4 0-2-4] (11-Edge 0-3-8] (16.0-6-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.13 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.33 12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:275 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 3-18,17-22,23-24,25-26,12-27:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 21=-213/0-7-0,11=1175/0-5-8,16=2210/0-5-8 Max Horz 21=53(LC 12) Max Uplift 21=-308(LC 22),11=-274(LC 12),16=-543(LC 12) Max Grav 21=81(LC 9),11=1182(LC 22),16=2210(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-89/393,2-3=-136/683,3-4=-922/351,4-5=-1 672/582,5-6=-1672/582, 6-7=-1542/545,7-8=-576/189,1-20=-60/394,9-11=1 1251389,8-9=-1 150/371 BOT CHORD 3-16=-1399/535,15-16=-706/193,14-15=-325/951,13-14=-528/1574,10-13=-1 61/513 WEBS 2-19=-153/680,16-19=-398/125,2-16=-1060/352,3-15=-593/1906,4-15=-941/415, 4-14=-267/883,6-13=-536/306,1-19=-440/197,8-10=-362/1066,7-10=-791/389, 5-14=-409/236,7-13=-418/1235 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=39ft eave=5ft;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-11-15,Interior(1)3-11-15 to 5-3-8,Exterior(2) 5-3-8 to 38-4-4 zone;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 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 Ib uplift at joint 21,274 Ib uplift at joint 11 and 543 Ib uplift at joint 16. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual bulding 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 7 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' E Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regaralrtg the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSM I Quality Crtterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon avaIlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087867 14097TO T15 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:44 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Zkggwl_RLUXbDTGyZwBvHffOpEOYGYOTuGfoOpybLVn - -8- 16-0-3 21-4-8 26-10-0 32-3-8 33-6-8 36-6-0 -8- 5-3-B 4-2-8 6-6-3 5-4-5 5-5-81-3-0 2-11-6 Scale=1:65.5 5.00 12 6x6= 4x10= 6x6= 45= 6x6= 7x10= 23 2 3 24 25 26 4 5 27 28 6 7 1 Z 4x5 4x5 8 1 o _o v ao 0 12 m S-\00 = 14 7x10 13 �� 0 5 I( 18 29 17 16 4x10= 2x4 Ii 2x4 6 3x5 11 cL 2x4 11 7x10= 2x4 1 1 0 2x4 11 2221 20 4x5= 2x4 I' 5x6= 57-4 7-0 53-8 S 9d0 16-0-3 21-4-8 26-10-0 32-3-8 33-6-8 36-6-0 7-10 53-8 0- - 3-10-12 6-6-3 5-0-5 5-58 55-8 1-3-0 2-it-8 0-2-12 Plate Offsets(X Y)-- [2:0-3-0,0-0-121,[7:0-4-4,0-2-41,[15:0-6-0,0-3-121,[19:0-3-0,02 01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.08 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.22 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.07 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:279 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. 20-22:2x6 SP No.2,2-20,5-16,10-12:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 3-19:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 22=13/0-7-0,19=1677/0-5-8,9=1217/0-5-8 Max Horz 22=44(LC 11) Max Uplift 22=62(LC 22),19=-457(LC 12),9=-320(LC 12) Max Grav 22=45(LC 9),19=1677(LC 1),9=1220(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1346/518,4-5=-1709/636,5-6=-1457/556,6-7=-1457/556,7-8=-913/337, 9-11=-1188/444,8-11=-1178/443 BOT CHORD 2-19=317/209,18-19=-206/657,17-18=-206/657,14-15=-555/1725,13-14=-256/786 WEBS 3-19=-1371/449,3-17=-312/963,4-17=-744/345,15-17=-391/1257,4-15=-173/510, 5-14=-385/121,6-14=-358/232,7-14=-324/983,7-13=-641/292,8-13=-348/1073 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=5.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=37111;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-9-9,Interior(1)3-9-9 to 5-3-8,Extehor(2)5-3-8 to 36-4-4 zone;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=I0.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 Ib uplift at joint 22,457 Ib uplift at joint 19 and 320 Ib uplift at joint 9. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EMMM 0 WARNING-Vedty design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE MR-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 Lxdlding 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 e East BlvdTrussfabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Sulk"Component Tampa,6904 Parke 33610 Salety Information available from TrPlate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oty Ply T12087868 14097TO T16 Half Hip 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:47 2017 Page 1 ID:yc?mdtw7XKngCphrm5?QyazEeSX-_JVpYKOJdPwA4w?XE21cvHHuoR4ET?_vaEtSc8ybLVk 6-0-811-10-0 17-7-8 6-0-8 5-9-8 5-9-8 6x6 \1 Scale=1:43.5 2x4 i 4x5= 5.00 12 2 11 3 12 13 4 Cl LJ 10 4x5 9 1 I i 7 6 14 8 5 2x4 11 6x6— 4x5= 2x4 11 6-0-8 11-10-0 17-7-8 6-0-8 5-9-8 5-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matfix-AS Weight:114 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 5=693/0-5-4,8=693/Mechanical Max Horz 8=101(LC 12) Max Uplift 5-2911(LC 9),8=-148(LC 12) Max Grav 5=779(LC 17),8=715(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-538/161,2-3=-451/200,3-4=-4511200,4-5=-678/336,1-8=-669/231 BOT CHORD 6-7=-200/451 WEBS 3-6=-379/276,4-6=-3221707,1-7=-1 19/551 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-8,Exterior(2)6-0-8 to 10-3-7 zone;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 291 Ib uplift at joint 5 and 148 Ib uplift at joint B. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.f8N3M15 BEFORE USE. Design valid for use oNy with MITek(b connectors.This design Is based only upon parameters shown.and Is for an IndlAdual bulding component,not a truss system.Before use,the building designer must verify the applicability of design Parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oNy. Additional temporary and permanent tracing 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/TPI i Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Informahon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087869 14097TO T17 Half Hip i i Job Reference(optional) 8.130 s Sep 112017 Mi Tek Industries,Inc. Thu Sep 21 17:00:50 2017 Page Building Component Supply, Jacksonville,FL-32256, 1 I D:yc9mdtwzXKngCphrm5?QyazEeSX-OUBxAL2C W Kl lxQk6VBIJXwvPzf 1 ygKiMGC66DTybLVh 4-2-0 g_0_g 12-10-0 17-7-8 4 2_0 3-10-8 4.9-g 4-9-8 Scale:1/4'=1' 6x6 11 2x4 I 4x5= 5.00 12 3 11 4 12 5 4x5 2 10 2x4 II 1 T d 13 14 8 7 15 6 9 4x5= 6x6= 4x5= 2x4 8_0_8 12-10-0 17-7-8 8-0-8 4-9-8 4 9 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 8-9 >967 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.55 8-9 >381 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 6 n/a n/a Weight:129 Ib FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=693/0-5-4,9=693/Mechanical Max Horz 9=135(LC 12) Max Uplift 6=-281(LC 9),9=-133(LC 12) Max Grav 6=794(LC 17),9=757(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-509/169,3-4=-414/182,4-5=-414/182,5-6=-753/366 BOT CHORD 8-9=-256/372,7-8=-182/414 WEBS 4-7=-436/283,5-7=-367/825,2-9=-608/172 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-8,Extedor(2)8-0-8 to 12-3-7 zone;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 281 Ib uplift at joint 6 and 133 Ib uplift at joint 9. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNM/G-Verify design parameters and READ NOTES ON THIS AND MICLUDED MrrEK REFERANCE PAGE MA-7473 rev.1=32015 BEFORE USE. a Design valid for use only with MITek®connectors.This design is based only upon parameters shown.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 kx:orrx>rate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tpr k� 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,se Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Informallon available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087870 14097TO T18 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:52 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-KGJ ib 14SSxYSBhuV 1 cKncL_kFSmV89rekW bDl MybLVf 5-2-0 10-0-8 17-7-8 5-2-0 4-10-8 7-7-0 6x6 11 Scale=1:53.5 4x5= 5.00 12 3 11 12 4 2x4 11 2 10 9 4x5 75- 1 8 7 6 13 5 2x4 .1 6x6= 4x5= 3x4 I 5-2-0 10-0-8 17-7-8 5-2-0 4-10-8 7-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.19 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.21 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:121 Ib FT=20°i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-5,3-6 OTHERS 2x4 SP No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=693/0-5-4,8=693/Mechanical Max Horz 8=170(LC 12) Max Uplift 5=-267(LC 9),8=-116(LC 12) Max Grav 5=801(LC 17),8=729(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-490/91,2-3=-490/165,3-4=-419/219,4-5=-659/388,1-8=-673/155 BOT CHORD 6-7=-224/422 WEBS 2-7=-268/140,3-6=-261/268,4-6=-341/628,1-7=-10/535 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-8,Exterior(2) 10-0-8 to 14-3-7 zone;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=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 Ib uplift at joint 5 and 116 Ib uplift at joint B. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Ved1y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 rev.IM312015 BEFORE USE. Design valid for use only with MI1ekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer mast verify the applicability of design Parametersand properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek' Is always required for stabNlty,and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087871 ; 14097TO T19 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:00:55 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-lr_q D36KIsw 129c4ikuUEzcLkgrH LfB5QTptugybLVc 2-0-0 6-0-12 10-1-8 2-0-0 4.0.12 4-0-12 Scale=1:16.9 8x12 500 12 Special NAILED 2x4 11 NAILED NAILED 4x5= 3 i5 4 NAILED 16 17 5 4x5 2 1 8 18 7 NAILED 19 20 2x4 it NAILED 4x10 NAILED NAILED = Special 6 3x8 I I 2x4 11 FN 2_0_p 6-0-12 10-1-8 3 1-9-0 4-0-12 4-0-12 Plate Offsets(X Y) [1:0-3-4,0-0-41,f3:0-5-0,0-2-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d M�T20 GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.04 7-8 >999 240 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=442/0-3-8,6=417/0-5-8 Max Horz 1=35(LC 25) Max Uplift 1=-291(LC 5),6=-317(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-514/375,3-4=-779/589,4-5=-779/589,5-6=-361/270 BOT CHORD 1-8=-322/425,7-8=-325/429 WEBS 3-7=-278/381,4-7=-271/193,5-7=-5831772 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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 291 Ib uplift at joint 1 and 317 Ib uplift at joint 6. 7)"NAILED"indicates 3-1 Od(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 Ib down and 108 Ib up at 2-0-0 on top chord,and 18 Ib down and 7 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-9=-20 Concentrated Loads(lb) Vert:3=-1(F)8=-15(F)4=-1(F)7=-9(F)15=-1(F)16=-1(F)17=-4(F)18=-9(F)19=-9(F)20=-1 O(F) Q WARNING.Vedfy design paramefam and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111B-7473 rev.18/83/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use.the building designer must verify the 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa,Parke 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087872 14097TO T20 Half Hip 1 i Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:00:57 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-hE6bel8bHTAl HSmSp9wyJOid7TW xpXjOtnl_zZybLVa 4-0-0 10-1-8 4-0-0 6-1-8 Scale=1:17.8 6x6 11 4x5= 3 14 15 4 5.00 F12 13 4x5 2 1 1 I, 6 4x5= 5 3x4 1 3x8 11 3- 4-0-0 10-1-8 0-3- 3-9-0 6-1-8 Plate Offsets X Y- [1:0-3-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.50 Vert(LL) 0.09 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 1 rVa n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-AS Weight:491b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=416/0-3-8,5=383/0-5-8 Max Horz 1=69(LC 12) Max Uplift 1=-247(LC 12),5=-287(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-507/683,3-4=-428(652,4-5=-316/365 BOT CHORD 1-6=-647/433 WEBS 4-6=-578/369 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 8-2-15 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 Ib uplift at joint 1 and 287 Ib uplift at joint 5. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING•Verily design Parameters and READ NOTES ON 77i/S AND INCLUDED M17EK REFERANCE PAGE M6-7473 rev.M63,2015 BEFORE USE. Design vaild for use only with MITek®connectors.TNs design Is based only upon parameters shown,and Is for an Individual building component,not . a truss system.Before use,the building designer must verify the applicab lIty 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 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. fatxicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and SCSI 8ullding Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087873 1409770 721 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:00 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-5pnj HmATZOYK8wV 1 V HUfx1 KBphZ50wagZlXeauybLVX 6-0-0 10-1-8 6-0-0 4-1-8 6x6 11 Scale=1:22.3 4x5= 3 15 4 1 5.00 12 14 4x5 i 13 2 1 6 4x5= 5 3x8 11 3x5 11 3_ 6-0-0 10-1-8 3- 5-9-0 4-1-8 Plate Offsets X Y-- [1:0-3-4,0-0-41, 5:0-2-12.0-1-8 LOADING (psf) SPACING- 2-0-0FTC SI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 0.28 Vert(LL) 0.06 6 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.05 6-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) -0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:491b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=416/0-3-8,5=383/0-5-8 Max Horz 1=103(LC 12) Max Uplift 1=-238(LC 12),5=-269(LC 9) Max Grav 1=416(LC 1),5=383(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-422/501,3-4=-331/523,4-5=-354/490 BOT CHORD 1-6=-527/338 WEBS 4-6=-644/401 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-11-12 zone;cantilever left exposed;porch 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 tit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 Ib uplift at joint 1 and 269 lb uplift at joint 5. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING.Vsdty dedgn parameters and READ NOTES ON THIS AND INCLUDED MnrEK REFERANCE PAGE 0,04473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicatAity of design parameters and property Incorporate this design Into the overall MiTek' bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.r Additionalguidance tempor rr ardl and perrnar ent bracing is always required for stability and io prevent collapse with possble personal Injury and property 9e 9 g 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of treses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Buftng COmponent Tampa,FL 33610 Safety IntormaBon avattable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087874 1409770 T22 Half Hip 1 1 Job Reference o tional 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:02 2017 Page 1 Building Component Supply, Jacksonville,FL-32256, I D:yc?mdtwzXKngCphrm5?QyazEeSX-2BvU hSCj50o2N EfQCi W 70SPW YUE5Urk713olenybLVV 5-1-6 8-0.0 10-1-8 i 5-1-6 2-10-10 2 1 8 3x6= Scale=1:26.6 2x4 11 3 4 5 5.00 F12 4x5 3 15 14 4x5 2 1 1 7 2x4 11 6 3x8 11 5x6 0-3 5-1-6 10-1-8 0-3-0 4-10.6 Plate Offsets(X.Y)-- 1:0-34 0-0-4 4:0-3-0 0-2-4 5:0-2-0 0-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.01 6 n/a n/a Weight:51 Ib FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=416/0-3-8,6=383/0-5-8 Max Horz 1=137(LC 12) Max Uplift 1=225(LC 12),6=-267(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=469/533 BOT CHORD 1-7=-615/392,6-7=-615/392 WEBS 3-7=-294/190,3-6=-412/653 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 9-11-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 Ib uplift at joint 1 and 267 Ib uplift at joint 6. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verity design parameters and READ NOTES ON TM AND INCLUDED MREK REFERANCE PAGE MR-7473 rev.14032015 BEFORE USE. Design valid for use only with MITekS 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 a icarbally of design parameters and properly incorporate this design into the overall Ml Tek" building design. 8rachg Indicated h To prevent buckling of Individual hurss web /or chord members only. Additional Temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee sheet,suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087875 14097TO T23 Monopitch 1 1 Job Reference(optional) 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:05 2017 Page 1 Building Component Supply, Jacksonville,FL-322561 ID:yc?mdtwzXKngCphrm5?OyazEeSX-SmbcKUEcOxBcEhN?Hg3ge412uiGehCHZj1EPF5ybLVS 5-0-12 10-1-8 5-0-12 5-0-12 2x4 11 Scale=1:30.5 4 T 5.00 F12 14 4x5 3 co a 13 i 4x5 2 1 6 5 3x8 11 2x4 11 5x6= 0 3- 5-0-12 10-1-8 0_g_ 4-9-12 5-0-12 Plate Offsets X Y-- 1:0 3 4 0-0-4 LOADING=20.0PIate - 2-0 0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL DOL 1.25 TC 0.26 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL OL 1.25 BC 0.22 Vert(TL) -0.05 5-6 >999 180 BCLL ss Incr YES WB 0.25 Horz(TL) 0.01 5 r1/a n/aWeight:53 Ib FT=20% BCDL C2014ITP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=416/0-3-8,5=383/0-5-8 Max Horz 1=170(LC 12) Max Uplift 1=211(LC 12),5=-282(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-474/469 BOT CHORD 1-6=-559/396,5-6=-559/396 WEBS 3-6=-300/191,3-5=-429/608 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-12 zone;cantilever left exposed;porch 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 no nconcurrent 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 3-60 tall by 2-0 0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 Ib uplift at joint 1 and 282 Ib uplift at joint 5. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verity devilyn Aerometers and READ NOTES ON TN/S AND INCLUDED MfTEK REFERANCE PAGE MA-7473 rev.TOMdual buil BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an kndlNdual building component,not a taus system.Before use,the building designer must verify the applicability of design Parameters and properly incorporate this design into the overall MiTek' brlNding design. Brachg indicated Is to prevent buckling of individual taus web and/or chord members only. Addlflanai temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrk:atkxn,storage.delivery,erection and bracing of trusses and taus systems,seeANSIMI Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 S, Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. JobTruss Truss Type Qty Ply T12087876 1409770 724 Monopitch 6 i Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 M'T' Industries,Inc. Thu Sep 21 17:01:07 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-09jN19GswYRKU?XNPF61jV60OVy696msALjW K_ybLVQ 5-0-12 10-1-8 5-0-12 5-0-12 2x4 1 Scale=1:30.6 . 4 N 5.00 12 14 4x5 i 3 13 4x5 2 I 1 6 5 2x4 11 5x6= 3x8 11 03-0 5-0-12 10-1-8 0-3'0 4-9-12 5-0-12 Plate Offsets X Y-- 1:0-3-4 0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 SI' Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 5 n/a n/a Weight:53 Ib FT=20% BCDL 100 Code FBC2014ITP12007 I Matrix-AS LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=416/0-3-8,5=38310-5-8 Max Horz 1=170(LC 12) Max Uplift 1=-211(LC 12),5=-282(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-474/469 BOT CHORD 1-6=-559/396,5-6=-559/396 WEBS 3-6=-300/191,3-5=-429/608 NOTES- 1) 11;;Wind:ACE CS Encl.,1 = GCpi0.18;MW FRS(dirnd gust)Vasd=101mph;ectional)onal)and C-C Exterior(2D0-0- 0 o 3-0-0,Interior(1)3-0 0 to 94bft12 Z ne;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 Ib uplift at joint 1 and 282 Ib uplift at joint 5. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. AWARNING-VwIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.faWW15 BEFORE USE. Design valid to use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a trim system.Before use,the brYlcing designer mUSt verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek. buMding design, Bracing indicated h to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " is dways required to stability and to prevent collapse with possB�le personal injury and property damage. For general guidance regaCl the 6904 Parke East Blvd. fabrk:atlon,storage,delivery, erection and tracing of Trusses and tnrss systems,seeANSI/TPil Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information avaltable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexarndria,VA 22314. Job Truss Truss Type Qty Ply T12087877 1409770 725 Jack-Closed 1 i Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:09 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-KYg7ArH6S9h2jJhm W gBmowCiyJY_d2_9efCdOtybLVO 6-6-8 9'11'8 6-6-8 3-5-0 Scale=1:39.6 3x4 G 4 5 5.00 r12 3x4 11 3 18 17 4x5 2 1 109 0 3x6 11 2x4= N 8 7 3x4= 2x4 030 6-5-12 6- -8 9-11-8 o1yo 6-2-12 0 12 3-5-0 3 Plate Offsets X'Y)-- [170-1-12,0-0-81,[9:0-2-0,0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.09 10-15 >860 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.07 10-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.03 1 n/a n/a Weight:61 Ib FT=20% BCDL 10.0 Code FBC2014(fP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 2x4 o. *Ex MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (Ib/size) 1=280/0-3-8,7=180/Mechanical,10=326/0-7-12 Max Horz 1=169(LC 12) Max Uplift 1=-108(1-C 12),7=-74(LC 12),10=-200(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-9=-310/318 NOTES 1)11;nd:ASCE ExpC;Encl.,GCpi=0.18;MW FRS(directional)and CIC Extehor(2D0-0-0 o 3 00,interior(l)orr(t)3-050 to 9 11f-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 1,74 Ib uplift at joint 7 and 200 Ib uplift at joint 10. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. AWARNmva-verity design paramefers and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MS-7473 rev.10103P2015 BEFORE USE ' Design valid for use only with MITek®connectors.This design Is Based only upon parameters shown,and is fa an Individual building component,not Q truss system.Before use,The building designer mast verify the appiicablilly of design rxaameters aril properly incorporate this design into the overall MiTek building design. Bracing Indicated B to prevent buckling of Individual truss web and/or chord members alF r general guidance regarding the ary and petional te Hent bracing 6904 Parke East Blvd. Is always required for stability and to prevent collapse with possible personal Injury and property Tampa,Parke 33610 fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI t Quality Criteria,DSB-89 and BCSI Bullding Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087878 14097TO T26 Jack-Closed 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:12 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-16 W GotK?k43damPLCohTQYpE9 W b 1 gPYbKd RH?BybLV L 5-1-0 9-11-8 55 1-0 4-10-8 Scale=1:39.6 3x4-5- 4 4 5 5.00 12 2x4 11 17 3 16 4x5 2 i 3x4= 9 0 3x6 11 N Dim 8 7 30= 2x4 1': 9-11-8 0-30 4-4-0 -6- 4-10-8 Plate Offsets(X Y) [1:0-1-12,0-0-81.[3:0-2-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 9-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.03 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:62 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 LInstallation guide REACTIONS. (lb/size) 1=215/0-3-8,7=178/Mechanical,9=393/0-5-8 Max Harz 1=169(LC 12) Max Uplift 1=-59(LC 12),7=-61(LC 12),9=-235(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-9=-307/298 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)0-0-0 to 3-0-0,Intenor(1)3-0-0 to 9-11-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber D0L=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 59 Ib uplift at joint 1,61 Ib uplift at joint 7 and 235 Ib uplift at joint 9. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. aaaaa A wARN/NG-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/0312015 BEFORE USE. Design valid for use or with MITek®connectors.This design k based only upon parameters shown.and Is for an hrdhAdual building component,not a truss system.Before use.the building designer Must verify the applic ilAlfy of design parameters and property krcorlx mte Mid design into the overall MiTek' 1 "ding design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPiI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type 7=�,�t T12087879 1409770 727 Half Hip al Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:15 2017 Page 1 ID:yc9mdtw7XKngCphrm5?QyazEeSX-9hB000Mt1?RCRE8wtxFA2BRIRkcg1 mC1 ObfxcWybLVI 9-11-8 5-1-0 6-11-0 9-6-8 5-1-0 3-10-0 0-7-8 0-5-0 Scale=1:39.7 3x6= 3x4 = 4 56 j 5.00 F12 20 11 18 3 a 17 vi 45 2 1 3x4=10 0 3x6 1 9 LJ 9 8 3x4= 2x4 I 8-11-0 9-it-B 0-3-0 4-4-0 6- 3-10 0 1-o-8 Plate Offsets(X,Y)-- 1:0-1-12 0-0-8 3:0-2-8 0-0-4 4:0-3-0 0-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.04 10-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.03 10-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 8 n/a n/a Weight:61 Ib FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide REACTIONS. (Ib/size) 1=223/0-3-8,8=186/Mechanical,10=377/0-5-8 Max Horz 1=153(LC 12) Max Uplift 1=-72(LC 12),8=59(LC 12),10=-224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-10=-301/321 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. If;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-0,Extehor(2)8-11-0 to 9-11-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 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 72 Ib uplift at joint 1,59 lb uplift at joint 8 and 224 Ib uplift at joint 10. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114111-7473 rev.fuDU3/Y01S BEFORE USE. ' Design valid for use only with MiTek®connectors.TMs design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity 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 ai and/or chord members only. Additional temporary d permanent tracing Is always ieclulred 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 SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087880 14097TO T28 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:18 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-aGtX2wOmKwpmlhtUY3otgp3GTxeKE75TiYubDrybLV F 5-1-0 6-11-0 9-11-8 5-1-0 1-10-0 3-0-8 Scale=1:34.2 3x6— 3x4= 4 5 6 5.00 12 2x4 '.I 17 18 4x5 2 r 2x4=10 0 3x6 IN i 9 8 3x4= 2x4 1 03 0 4-7-0 1- 6-11-0 9-11-8 0-3-0 4-4-0 Plate Offsets(X.Y)-- 1:0-1-12 0-0-8 4:0-3-0 0-2-4 10:0-2-0 0-0-4 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) 0.04 10-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.03 10-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.02 8 rVa n/a Weight:58 Ib FT=20% BCDL 10.0 Code FBC20141TP12007 Matrix-AS LUMBER- BRACING- Is. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end vertica BOT CHORD 2x4 SP No.2'Except" BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide REACTIONS. (Ib/size) 1=228/0-3-8,8=191/Mechanical,10=367/0-5-8 Max Horz 1=119(LC 12) Max Uplift 1=-93(LC 12),8=70(LC 9),10=-211(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-10=-292/340 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B--15ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-0,Exterior(2)6-11-0 to 9-11-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 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 93 lb uplift at joint 1,70 Ib uplift at joint 8 and 211 Ib uplift at joint 10. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. AWARNING.Vai1y dedgn parameters and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE MR. 73 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 Wilding designer must verity the appllcabBity 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 poss6�le personal Injury�d 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 SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Q� Ply T12087881 14097T0 T29 Half Hip 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:21 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-_rZfhyQedrCL99c3DBMaHShno8fyRU0wPW 6FpAybLVC 4-11-0 9-11-8 4-11-0 5-0-8 Scale=1:29.7 4x6= 3x4= 5.00 FIT 3 4 18 19 5 6 17 4x5 2 1 '1 f 10 O 3x6 11 3x4— C? 9 8 3x4- 2x4 11 0 30 4-7-0 -1-0 9-11-8 0-3- 4-4-0 6-0 4-10-8 Plate Offsets(X,Y)-- 1:0-1-12 0-0-8 3:0-0-0 0-1-12 3:0-4-0 0-2-4 4:0-1-12 0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 10-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.04 10-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.01 Horz(TL) -0.02 8 n/a n/a Weight:55 Ib FT=20% BCDL 10.0 Code FBC2014frP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 I Installation guide REACTIONS. (Ib/size) 1=220/0-3-8,8=182/Mechanical,10=384/0-5-8 Max Horz 1=84(LC 12) Max Uplift 1=-108(LC 12),8=-66(LC 9),10=-222(LC 9) Max Grav 1=220(LC 1),8=182(LC 1),10=384(LC 21) FORCES. (lb)-Max.Comp./Mau.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-10=-287/274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intehor(1)3-0-0 to 4-11-0,Exterior(2)4-11-0 to 9-1-15 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 1,66 Ib uplift at joint 8 and 222 Ib uplift at joint 10. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verl7y design per®meters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 140-7473 rev.70/03/2075 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verity 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 acrd/or chord memberseonly. l r Additional temporary and dl permanent bracing is always required for stability aril to prevent collapse with posslAe personal Injury and property go 9 regarding 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-119 and SCSI Betiding Component Tampa,FL 33610 Safety Information avallable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087882 14097TO T30 Roof Special 1 1 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:24 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-OQEoJzTXwmawOcKevKvHv4JJeMmxerDM5ULvQVybLV9 2-11-0 5-1-0 7-0-8 9-11-8 2-11-0 2-2-0 1-11-8 2-11-0 2.00 12 Scale=1:26.5 3x4 1 5.00 12 4x6 2x4 II 3x6= 6 7 3 4 4x5 Ei 2 e' 0 1 F-1 Nir, N ,`J,q.JTj7 Q 12 20 11 11 i O 3x6 II 30= o N EET] Ll 10 9 30= 2x4 11 0-3- 2-11-0 4-7-0 5-1-0 7-0-8 9-11-8 0 3- 2-8-0 1-8-0 0-6-0 1-11-8 2-11-0 Plate Offsets(X Y) f 1:0 1 12 0 0-81 f 3.0-1-4 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.03 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-10:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (Ib/size) 1=199/0-3-8,9=160/Mechanical,11=426/0-5-8 Max Horz 1=70(LC 12) Max Uplift 1—24(LC 12),9=-58(LC 9),l l=-205(LC 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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl..GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 7-0-8,Interior(1)7-0-8 to 9-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 1,58 Ib uplift at joint 9 and 205 Ib uplift at joint 11. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verily design pammetew and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MA-7473 rev.IOA732015 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 mast verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivkival friss web and/or chord members only.Additional temporary and permanent bracing MI lek' is aiways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadtrg the e East Blvd.storage,delivery,erection and bracing of trusses and tnrs6904 Park s systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Tampa,Parke 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexadria.VA 22314. Job Truss Truss Type Qty Ply 712087883 14097T0 731 Roof Special Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:27 2017 Page 1 I D:yc?mdtwzXKngCphrm5?DyazEeSX-p?wwx?V PChyVt43DaST_XJxp W ZlsrAYonSZZ1 gybLV6 0-11-0 2-0-8 7-0-0 9-11-8 0-11-0 1-1-8 4-11-8 2-11-8 Scale=1:26.5 2.00 12 3x4= 5 6 2x4 I 4 5.00[12 4x5— 2 4x6 i 1 12 ry 11 10 2X4 11 IOS 3x8 1 I 4x5= I,o N 93x4 = 8 2x4 11 0-3- 2-0-8 6-11-4 7-0-0 9-11-8 0-3- 1.9.8 4-10-12 a12 2-11-8 Plate Offsets X Y- 1:0-3-4 0-0-4 [2:0-3-1,0-1-141 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) 0.04 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 8 rVa n/a Weight:59 Ib FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-0-13 Installation guide REACTIONS. (Ib/size) 1=270/0-3-8,8=111/Mechanical,11=405/0-7-12 Max Horz 1=82(LC 9) Max Uplift 1=-170(LC 9),8=-46(LC 9),11=-281(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-275/371,2-3=-267/350 BOT CHORD 1-12=-404/267,11-12=-393/282,10-11=323/194,4-10=-292/219 WEBS 3-10=251/395 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-8,Interior(1)2-0-8 to 9-11-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 1,46 Ib uplift at joint 8 and 281 Ib uplift at joint 11. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. A WARNING-Vergy dedgn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MR-7473 rev.I&vl 01S BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only uron parameters shown.and Is fa an Individual building component,not a iras 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 " 6 always required for stability and to prevent collapse with possble personal inlury and property damage. For general guidance regarding the 6904 Parke East Blvd. _$ fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVMI Quality Criteria,DSB-89 and BCSI twilling Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply T12087884 1409770 T32 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:30 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-Dab3a1 XHVcK3kXooFaOh9LZGYnh_2RGETQoEe9ybLV3 -0-5-8 5-1-8 9-11-8 14-8-0 5_ 5-1-8 4-10-0 4-8-8 6x6 ll 5x12= Scale=1:43.3 3 12 4 5.00 F12 4x5 2 3x6= ?a 4x5 1 ro 3x6— 11 I 0 0 N 8 13 14 7 15 16 17 6 18 19 5 9 5x6 NAILED 4x5 NAILED 4x10—NAILED 3x4 11 = = — NAILED NAILED NAILED NAILED 9-11-8 14-8-0 5-1-8 4 10 0 4-8-8 Plate Offsets X Y-- Fl-.O-l-12_0-2-01,[4:0-5-8,0-3-01.[8:0-0-8,0-2-8] 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 0.46 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:122 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-8:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 9=1019/0-5-8,11=1146/0-3-8 Max Horz 9=162(LC 8) Max Uplift 9=-313(LC 8),11=-471(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1078/343,2-3=-696/234,3-4=-585/243,1-8=-950/308 BOT CHORD 6-7=-435/950 WEBS 2-7=-124/254,2-6=-494/258,4-6=-405/97511-7=-238/870,4-11=-1148/472 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 9 and 471 Ib uplift at joint 11. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-9=-20 Concentrated Loads(lb) Vert:13=-91(F)14=-140(F)15=-162(F)16=-171(F)17=-166(F)18=-158(F)19=-162(F) =Deslgn 1ry dedgn parameters and READ NOTES ON TN6 AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.10/011015 BEFORE USE. W. se only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component,not a Tnrss system.Before use,the Ixdlding designer mast verify the applicabtllly 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 Is always required for stability and to prevent collapse with possble personal tn"y and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSR-89 and BCSI Building Component Tampa.FL 33610 safety information available from Truss Plate Institute,218 N.Lee Street,Sulte 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply 712087885 114097TO T33 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:33 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-d9HCC2aAoXieb?W NwjZOm_BjH-kQFkeh9OOuEUybLVO 5 8 5-10-12 11-6-0 14-4-8 22-0-0 -5- 5-10-12 5-7-4 2-10-8 7-7-8 Scale=1:46.3 7x10 3x4 11 4x5= 3 15 4 16 17 5 5.00 12 4x5 14 2 m Ir 13 m 4x5 i r` 1 1 7x10= 3x5 11 0 0 N 12 11 10 9 6 4x6= 4x5= 4x10= 2x4 I 5 8 5-10-12 11-6-0 i4-4-8 22-0-0 5 5-10-12 5-7-4 2-10-8 7-7-8 Plate Offsets(X Y) [1:0-1-12,0-2-01.[3:0-4-4,0-2-41 [7:0-3-80-2-81,[11:0-0-8,0-2-01 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.27 6-7 >969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix AS Weight:1651b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 8-12:2x6 SP No.2,4-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except` be installed during truss erection,in accordance with Stabilizer 1-11:2x6 SP No.2 Installation guide REACTIONS. (Ib/size) 6=883/Mechanical,12=842/0-5-8 Max Horz 12=189(LC 12) Max Uplift 6=-323(LC 9),12=-168(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-982/284,2-3=-812/286,3-4=-866/374,4-5=-894/385,5-6=-805/401, 1-11=-822/274 BOT CHORD 10-11=-278/237,9-10=-431/854,4-7=-401/294 WEBS 3-9=-267/159,7-9=-334/836,3-7=-192/430,5-7=-455/1043,1-10=-1 801729 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi--0.18;MWFRS(directional)and C-C Exterior(2)0-5-12 to 3-5-12,Interior(1)3-5-12 to 11-6-0,Exterior(2) 11-6-0 to 15-8-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 6 and 168 Ib uplift at joint 12. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING•Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED Mara REFS shown PAGE Mor an rev.1 W03/20 it BEFORE USE. ' Design valld for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an IndlNdual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and properly incorporate this design Into the overall l building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miek, 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 t Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T1201171 � 14097T0 T34 Half Hip 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:37 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-W wXi2Qdgsm D44cg89YeKxgMTEb6M BY9G40_5NFybLUy 18-0-12 -58 6-10.12 13-6-0 4-4- 16-8-12 7-7- 19-4-12 22-0.0 .g. 6-10-12 6-7-4 10. 2-4-4 -10- 1-4-0 2-7-4 0.5-12 Scale=1:58.9 5x6= 7 9 2311 4x6% 5x6 i 10x14 3 4 B 5.00 12 5 4x5 i 2 � m 22 n ao 4x5113 G 1 4 7 3x5 11 4 CD 8x4- 16 N %to - O 21 20 t9 18 5X6= 4X10= 0-578 6-10-12 14-4-8 17-7-0 22-0-0 0 5- 6-10-12 7-5-12 32-8 4-5-0 Plate Offsets X Y-- 1:0-1-12 0-2-0 5:0-1-15 Ed a 9:0-3-0 0-2-4 12:0-11-14 Ed a 15:0-3-8 Edge], 20:0-0-8 0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.22 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.02 13 n/a n/a Weight:184 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-12:2x6 SP No.2 Except: BOT CHORD 2x4 SP No.2`Except' 6-0-0 oc bracing:3-4 18-21:2x6 SP No.2,4-18,14-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except* JOINTS 1 Brace at Jt(s):8 1-20:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 13=883/Mechanical,21=842/0-5-8 Max Harz 21=226(LC 12) Max Uplift 13=-287(LC 12),21=-1 55(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1013/257,2-3=-968/322,3-4=-829/339,4-5=-8221337,5-6=-602/167, 6-8=-602/167,B-10=-602/167,10-12=-602/167,12-13=-808/414,1-20=-805/256, 5-7=-361/236,7-9=-343/275,9-11=-343/278,11-12=-355/236 BOT CHORD 19-20=-301/275 WEBS 2-19=-381/241,1-19=-103!701,12-15=-425/998,15-19=373/929 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-5-12 to 3-5-12,Interior(1)3-5-12 to 18-0-12,Extehor(2) 13-6-0 to 14-7-14 zone;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 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 287 Ib uplift at joint 13 and 155 Ib uplift at joint 21. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 10)Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERA NCE PAGE MR-7473 rev.iQ4)M157BEFOREE.Design vaild for use oNywith MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual builnent,nor a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this the overallMiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional tempermanent bracingis always requtired for stability and to prevent collapse with possible personal Injury and property damage. For general guidang the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and tr ss systems.seeANS11TPl T Quality CrItedo,DSB-89 and SCSI ponent Tampa,FL 33610 Safety Information available from Truss Piave Institute,218 N.Lee street.Suite 312.Alexandda.VA 22314. Job Truss Truss Type City Ply 712087887 ! 14097TO T35 Roof Special 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:39 2017 Page 1 ID:yc?mdtwzXKngCphrm5?OyazEeSX-SJeTS6exONToKw_XHzgoOFRpnPogfSOZXKTCR7ybLUw q-5r8 7-4-0 14-4-6 17-7-0 {8-6-¢ 22-0-0–J 0 5 8 7-4-0 7-0-8 3-2-8 11- 3-5-12 5x6_ Scale:3/16'=1' 4x5 5.00 12 4 18 19 46% 17 5 3 6x8 2 v 16 4x5 1 7 2x4 II 1 q o m _ 10 2x4 11 41x4— N 1x12- 2x4 II 0 4x10= is 14 13 12 4x10= 4x10= 2x4 II -Q5r8 7-4-0 14-4-8 17-7-0 18-6-� 22-0-0 0.5 8 7-4-0 7-0-8 3-2-8 11- 3-5-12 Plate Offsets(X Y)-- [1.0-1-120-2-0] [4.0-3-0 0-2-41 [9:0-6-0 0-3-4] [14:0-1-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.25 TC 0.49 Vert(LL) -0.04 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.11 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 12-15:2x6 SP No.2,3-12,8-10:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 1-14:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 15=84210-5-8,6=883/Mechanical Max Horz 15=251(LC 12) Max Uplift 15=146(LC 12),6=296(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1012/232,2-3=-933/302,3-4=-426/192,4-5=-402/194,1-14=-793/242, 5-6=-848/390 BOT CHORD 14-15=-251/123,13-14=-331/302,3-9=-122t437,8-9=-296/611,7-8=-3341775 WEBS 2-13=-368/244,9-13=-393/857,3-7=-735/330,1-13=-71/665,5-7=-282/700 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Exterior(2)0-5-12 to 3-5-12,Interior(1)3-5-12 to 18-6-4,Exterior(2) 184-4 to 21-6-4 zone;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 Psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 Ib uplift at joint 15 and 296 Ib uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Milli l aV312015 BEFORE USE. Design valid for use only with MITei connectors.Tnls design is based only upon parameters shown,and Is for on Individual building component not a taus system.Before use,the building designer must verity the awicabl iy of design parameters and properly incorpov ite this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Crifedo,DSB-89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Mexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712087888 14097TO T40 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:42 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-tuKb57hpglrM BNi6y6EVet3GEcpXsn30E H is2SybLUt q-5r8 7-4-0 14-4-8 18-6-4 22-0-0 0-5 8 7-4-0 7-0-8 4-1-12 3-5-12 5x6= Scale=1:61.9 5.00 12 4 15 16 4x5 4x5 i4 I 5 3 6x8 2 a 6 r 13 4x5 1 1 7x10= 7 2x4 11 O 0 4x10— N O 12 11 10 9 4x10= 2x4 11 4x10= 5 8 7-4-0 14-4-8 18-6-4 22-0-0 0-5 8 7-4-0 7-0-8 4-1-12 3-5 12 Plate Offsets(X Y) [1.0 1 12 0 2 0) [4.0 3 0 0 2-4] [8.0-5-8 0-4-01 [11.0-1-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.04 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:181 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied. 9-12:2x6 SP No.2,3-9:2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'ExcepY be installed during truss erection,in accordance with Stabilizer 1-11:2x6 SP No.2 Installation guide REACTIONS. (Ib/size) 12=842/0-5-8,6=883/Mechanical Max Horz 12=251(LC 12) Max Uplift 12=146(LC 12),6=-296(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1013/232,2-3=876/274,3-4=-399/180,4-5=375/182,1-11=-794/242, 5-6=-855/390 BOT CHORD 11-12=-251/123,10-11=331/301,3-8=-126/461,7-8=-311!730 WEBS 2-10=-312/217,8-10=-397/886,3-7=-751/330,1-10=-72/667,5-7=-282/704 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=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-5-12 to 3-5-12,Intedor(1)3-5-12 to 18-6-4,Exterior(2) 18-6-4 to 21-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 Ib uplift at joint 12 and 296 Ib uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-VerW dedgn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MR-7473 rev.10/02W IS BEFORE USE. ' Design valid for use only with MITek®connectors.This design 8 based only upon parameters shown,and Is for cin Individual building component,not a fFL=system.Before use,the building designer must verify the applk:ability 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' 6 always required tot stablllty and to prevent collapse with possltie personal In"y 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 Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087889 14097T0 T41 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 Mitek Industries,Inc. Thu Sep 21 17:01:46 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-IfZ6xVkKkXLof_OtBxl RojEvKD8yobYb8vg4BDybLUp 2-11-8 5-1-8 10-1-8 15-1-8 18-0-12 2-it-8 2-2-0 5-0-0 2-11-4 Scale=1:41.7 7x10 2x4 4x5= 5x6= 5.00 12 4 15 5 6 3 4x5 2 4x5 i 1 9 0 12 °D ] 17 11 18 19 Special 10 20 21 O 16 7x10= 8 22 14 13 7x10= 7x6= 7 6x6= 2x4 11 2x4 I 6x6= 8x10— 2-11-8 5-1-8 10-1-B 15-10 18-0-12 2-11-8 2-2-0 5-0-0 5-QO 2-11-4 Plate Offsets(X Y) [170-2-4.0-2-01,13:0-4-4.0-2-41,[6:0-3-0,0-2-01,(7:0 3 0 0-4 O1 (9'0 7-0 0-4-41 (10.0-5-0 0 4-4] (11 0-3-0 0-4-8] (12:0-5-8 0-3-81,(14:0-3-0 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.17 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) 0.06 7 n/a n/a Weight:341 Ib FT=20% BCDL 10.0 Code FBC2014fTPI2007 Matrix-MS LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2'Except' 2-13,5-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 0c bracing:7-8. 10-0-0 oc bracing:8-9 REACTIONS. (Ib/size) 7=4111/0-5-4,14=4212/0-5-8 Max Horz 14=86(LC 8) Max Uplift 7=-1507(LC 5),14=-1 433(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2316/811,2-3=-3112/1116,3-4=-3553/1299,4-5=-3553/1299,5-6=-1841/676, 6-7=-3997/1484,1-14=-384911335 BOT CHORD 12-13=-213/611,2-12=-1906/655,11-12=-814/2143,10-11=-1043/2852,9-10=-708/1931, 8-9=-241 f743,5-9=-2145/873 WEBS 2-11=-563/1661,3-11=-208/273,3-10=-397/1123,4-10=-327/249,5-10=-938/2548, 6-9=-1586/4318,1-12=-1227/3549 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1507 Ib uplift at joint 7 and 1433 Ib uplift at joint 14. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)863 Ib down and 343 Ib up at 1-10-12,863 Ib down and 307 lb up at 3-10-12,863 Ib down and 316 Ib up at 5-10-12,863 Ib down and 316 Ib up at 7-10-12,863 Ib down and 316 Ib up at 9-10-12,863 Ib down and 316 Ib up at 11-10-12,and 863 Ib down and 316 Ib up at 13-10-12,and 863 Ib down and 316 Ib up at 15-8-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Special hanger(s)or other connection device(s)shall be provided at 8-9-10 from the left end sufficient to connect truss(es)to back face of bottom chord.The design/selection of such special connection device(s)is the responsibility of others. ,Standard _ WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.tOrVMI S BEFORE USE. Design valid for use only with MITek®connectors.This 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 MI Re k' building design. Bracing indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal in"y and property damage. For general g0clance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information avallabie from Truss Rate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087889 14097TO T41 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:46 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-IfZ6xVkKkXLof_OtBxl RojEvKD8yobYb8vg4BDybLUp LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-6=-60,13-14=-20,9-12=-20,7-8=-20 Concentrated Loads(lb) Vert:10=-863(B)16=-863(B)17=-863(B)18=-863(B)19=-863(8)20=-863(B)21=-863(B)22=-863(B) A WARNING-V d1y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7073 rev.1403WIS BEFORE USE. - Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual txiNding component,not U inxs system.Before use,the building designer must verify the applicability of design parameters and properly Incogxxate this design into 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 tine fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply T12087890 14097T0 T42 Hip Girder 1 1 Job Reference o tional 8.130 s Sep 11 2017 Mitek Industries,Inc. Thu Sep 21 17:01:50 2017 Page 1 Building Component Supply, Jacksonville,FL-32256, I D:yc?mdtwzXKngCphrm5?QyazEeSX-eQpdmsngolrE8cJeQnNNzZOgXrW hkUwB3XeHK_ybLUl 232002 0 08-3-8 10-11-8 12-3-8 16-3-0 19-3-0 3-0-0 3-11-5 1-4-0 1-4-0 1-4-0 1-4-0 3-11-8 3-0-0 Scale=1:33.3 5x6= 9 r 7 11 13 NAILED NAILED 5 37 5x6! 36 5x6 5x12 z 5.00 12 5x12% 12 NAILED 2 NAILED NAI E N ILD A LED NAILED NAILED 27 26 1 0 0 16 0 N O N 1 O 28 19 29 30 31 18 32 33 34 17 35 NAILED NAILED NAILED NAILED 7x10— NAILED NAILED NAILED NAILED 4x6 11 4x6 11 NAILED 03 3-0-0 9-7-8 16-3-0 19-0-0 1 - 0 0 3-0 2-9- 6-7-8 6-7-8 2-9-0 0-3 0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-5-12,0-2-0],[3:0-1-15,Edge],[9:0-3-0,0-2-4],[14:0-0-7,Edge],[15:0-5-12,0-2-0],[16:0-0-2,0-0-6], [116:0-0-5,0-6-51, 16:0-2-120-1-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.25 17-16 >908 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.25 18-19 >918 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.06 16 n/a n/a Weight:124 Ib FT=20% BCDL 10.0 Code FBC2014fTP12007 Matrix-MS LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins. 2-15:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):8,4,12 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=989/0-3-8,16=989/0-3-8 Max Horz 1=66(LC 7) Max Uplift 1=780(LC 8),16=-780(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 855/1544,2-3=-2290/2015,3-4=-1 629/1480,4-6=-1629/1480,6-8=-1629/1480, 8-10=-1629/1480,10-12=-1629/1480,12-14=-1629/1480,14-15=-2290/2015, 15-16=-1 854/1544,3-5=-722/599,5-7=-735/681,7-9=-621/587,9-11=-621/587, 11-13=-735/681,13-14=-722/599 BOT CHORD 1-19=-1365/1665,18-19=-1 378/1677,17-18=-1378/1677,16-17=-1 365/1665 WEBS 2-18=-580/604,15-1 8=-580/636 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 780 Ib uplift at joint 1 and 780 Ib uplift at joint 16. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ('nntimipri on Daae-2A A WARNING.Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9-7473 rev.fOrtlMIS BEFORE USE. ' Design vaild for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual buNding component not a truss system.Before use,the building designer mast verify the applicability of desk Parameters and properly incorporate this design into the overall MiTek" building design. Bracing indicated is to prevent prickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type QtY Ply 772087890 1409770 T42 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:50 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-eQpdmsngolrEBcJeOnNNzZOgXrW hkUwB3XeHK_ybLUl LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-3=-60,14-15=-60,15-16=-60,20-23=-20,3-9=-60,9-14=-60 Concentrated Loads(lb) Vert:18=23(F)3=-15(F)9=-1 5(F)14=-15(F)7=-15(F)11=-15(F)28=-87(F)29=-23(F)30=-23(F)31=-23(F)32=-23(F)33=-23(F)34=-23(F)35=-87(F)36=-15(F) 37=-15(F) A WARNING.V dy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10193/2015 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,trot ;� a truss system.Before use,the brdiding designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek'[wilding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Inirxy and property damage. For general grddance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTP11 Quality Criteria,DSB-89 and BCSI BuMng Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.lee Sheet.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Ory PiY T12087891 14097TO T43 Common 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:53 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-2?UmPupj5gEp?32D5ww4aCOBf2VrxtW dlVsyxJybLU i 7-0-0 9-7-8 12-3-0 19-3-0 7-0-0 2-7-8 2-7-8 7-0-0 Scale=1:31.6 5x6= 3 5.00 12 2x4 \\ 2x4 4 2 14 13 5 1 O In 1� � 6 9 —41 3x8 11 7x10= 3x8 0 3 9-7-8 19-0-0 19- 0 0-3 9-4-8 9-4-8 0 3 Plate Offsets(X Y) (1:0-3-8,Edge] [1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[3:0-3-0,0-2-41,15:0-0-2,0-0-61,[5:0-0-5,0-6-51,[5:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.31 6-9 >749 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.32 6-9 >726 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:79 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=770/0-3-8,5=770/0-3-8 Max Horz 1=-73(LC 10) Max Uplift 1=-475(LC 12),5=-475(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1284/1354,2-3=-1034/1272,3-4=-1034/1272,4-5=-1284/1354 BOT CHORD 1-6=-1179/1126,5-6=-1181/1126 WEBS 3-6=-993!730,4-6=-359/305,2-6=-359/305 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-3 zone;cantilever left and right exposed;porch 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 475 Ib uplift at joint 1 and 475 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 112"gypsum sheetrock be applied directly to the bottom chord. Q WARNING.Vedfy design perimeters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI-7473 rev.l aV3/2015 BEFORE USE. Design valid for use only with maek®connectors.IIs design is based only upon Parameters shown,and Is form Individual building component,not a truss system.Before use,the building desk-Tner must verify the ap"icabYity,of design parameters and properly Incorporate flits design Into the overall building design. Bracing Indicated is to prevent txrckling 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 SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oty Ply 712087892 1409770 744 Common i 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:01:55 2017 Page 1 ID:yc?mdtwzXKngCphrm5?OyazEeSX-_OcW parzclUW ENCcDKzYgd5aasBJPoHwDpL2?CybLUg 7-0.0 9-7-8 12-3-0 19-3-0 7-0-0 2 7-8 2-7-8 7-0-0 Scale=1:31.5 5x6= I3 2x4\\ 2x4 5.0011-2 4 2 14 13 I 5 ,a s 3x8 I 3x8 11 7x10= 9-7-8 19-3-0 9-7-8 Plate Offsets(X Y) 11 0 3 8 Edgel 11:0-0 5 0-6 5j 11.0-0 2 0-0 6j 13:0-3-0 0-2-4] 15.0-0-2 0-0-6] 15:0-0-5 0-6-5] 15:0-3-8 Edgej 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) -0.11 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.80 Vert(TL) -0.32 6-9 >726 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 5 rVa n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:79 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (lb/size) 1=770/0-5-8,5=77010-5-8 Max Horz 1=73(LC 10) Max Uplift 1=-202(LC 12),5=-202(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1284/445,2-3=-1034/388,3-4=-1034/388,4-5=-1284/445 BOT CHORD 1-6=-323/1126,5-6=-325/1126 WEBS 3-6=-249/730,4-6=-3591222,2-6=-359/222 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-3 zone;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 202 Ib uplift at joint 1 and 202 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. &WARNING-V dfydedgn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MA-7473 rev.r0/0MIS BEFORE USE. Desigin 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 INs design into the overall MiTek' twAdrg design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additionalltedmp temporary and perrmeanent bracing k always required for stability and to prevent collapse with possible personal Injury and property age. 9 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Cdteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087893 14097TO T45 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:01:58 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-PzlfSctrvDs55gxAuTW FHFjt i3ACc9ZMvnaicXybLUd 7-0-0 9-7-8 12-3-0 18-1-0 _ 19-10-8 7-0-0 2-7-8 2-7-8 5-10-0 1-9-8 Scale=1:33.6 5x6= 3 5.00 12 2x4\\ 2x4 2 4 12 6x8= 2x4 11 5 6 1 1 8 7 3x8 7x10 =. 4x5= 9-7-8 19-10-8 9-7-8 10-3-0 Plate Offsets(X Y)-- [1:0-3-8,Edge],11:0-0-5,0-6-51,[1:0-0-2,0-0-61,(3:0-3-0 0-2-41 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 0.57 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.62 7-8 >381 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS i Weight:83 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer j Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 7=789/Mechanical,1=789/0-5-8 Max Horz 1=71(LC 11) Max Uplift 7=-208(LC 12),1=-207(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1336/456,2-3=-1087/398,3-4=-1100/392,4-5=-1351/467,5-6=-289/0 BOT CHORD 1-8=-364/1172,7-8=-383/1224 WEBS 2-8=-355/227,3-8=-282/808,4-8=-427/269,5-7=-1243/555 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-3,Interior(1)1 B-1-0 to 19-8-12 zone;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 208 Ib uplift at joint 7 and 207 Ib uplift at joint 1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10703/2015 BEFORE USE. • Design valid for use only with MITeM connectors.TMs design is based only upon parameters shown.and Is for an individual Wilding component,not a truss system.Before use,the building designer must verity the appiicabYlty,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. Addlflonal 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 inrss systems,seeANSI/IPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PIY 712087894 { 14097TO 746 Half Hip Girder 1 1 ' =Referenceal Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:01 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-pYzn4dvkC8EgylflZb4zvuLdgGKipa6obloN DsybLUa 2-0-0 3-2-0 2-0-0 1-2-0 Special Scale=1:9.9 2 3 5.00 12 i I B Special 4 3x5 11 2-0-0 3-2-0 2-0-0 1-2-0 Plate Offsets X Y-- 1:0-2-4 0-1-1 1:0-0-5 0-6-5 1:0-0-2 0-0-6 2:0-3-0 0-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.04 4-7 >971 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 3 r1/a n/a Weight:11 Ib FT=20% BCDL 10.0 Code FBC2014ITP12007 Matrix-MP LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=33/Mechanical,4=115/Mechanical,1=135/0-5-8 Max Horz 1=35(LC 8) Max Uplift 3=24(LC 4),4=-44(LC 9),1=-33(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 24 Ib uplift at joint 3,44 Ib uplift at joint 4 and 33 Ib uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 Ib down and 89 Ib up at 2-0-0 on top chord,and 31 Ib down and 33 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:2=-4(F)8=-31(F) 0 WARNING-Verity deefyn pwametem and READ NOTES ON TM AND INCLUDED M1TEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. Design valld 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 MiTek` building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permaw bracirx-7 j B always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance re all the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPI l Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job Truss Qt' Ply T12087895 14097T0 T47 :��J�ack-Open�Girder 1 i Job Reference(optional) Building Component Supply, Jacksonville.FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:02:03 2017 Page 1 I D:yc?mdtw7XKngCphrm5?QyazEeSX-I W5XVJX_kl UOCcp8h06R_J Rr34u0H Uc532HTHkybLUY 3-2-0 3-2-0 Scale=1:12.4 2 2x4 I 5.00 12 1 1 7 3 JUS24 6x6= 2x4 '.I 3-2-0 3-2-0 Plate Offsets X Y-- 1:0-0-6 0-0-21.[1:0-6-5.0-0. ..... a 0-3-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.08 3-6 >479 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 rl/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=434/Mechanical,1=577/0-5-8 Max Horz 1=52(LC 8) Max Uplift 3=136(LC 8),1=-145(LC 8) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 136 Ib uplift at joint 3 and 145 Ib uplift at joint 1. 6)Use USP JUS24(With 10d nails into Girder&1 Od nails into Truss)or equivalent at 1-2-12 from the left end to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) Vert:7=-769(B) WARNING-Veray deslyn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE W7473 rev.101032015 BEFORE USE. a Design valid for use oily with MITek®connectors.This design is bred 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 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 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI BuNdin9 Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexan dries,VA 22314. Job Truss Truss Type Qty Ply 712087896 1409770 T48 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:07 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-eiL2Lg_Vo_?phD7vwsAN99bVXhHiD32hzgFhQVybLUU 3-2-0 6-8-15 10-2-1 13-9-0 16-11-12 20-2-8 24-11-14 29-10-0 3-2-0 3-6-15 3-5-3 3-6-15 3-2-12 3-2-12 4-9-6 4-10-2 Scale=1:51.3 5x6= 7 4x5 500 F12 7x10 NAILED 7x14 MT20HS— 6 4xx5 4x5= 2x4 11 2 NAILED 3 NAILED NAILED 4 m 23 25 9 6 0 1 I� 26 27 16 29 t5 30 31 14 13 12 11 10 NAILED 2x4 ,1 NAILED 4x6= 7x14 MT20HS= 2x4 11 7x14 MT20HS= 4x10= 2.4 1 5x6= 5x6= NAILED NAILED NAILED NAILED JUS24 3-2-0 6-8-15 10-2-1 13-9-0 16-11-12 20-2-8 24-11-14 29-10-0 3-2-0 3-6-15 3- 3 1 3-6- 5 3-2-12 3 2-12 4-9-6 4-10 2 5 Plate Offsets(X Y) 1 1 0 6 5 0 0 5] [1:0-0-60-0-21,12:0-4-0,0-2-4],[6:0-2-0,0-2-01,[7:0-3-0,0-2-41,[9:0-0-60-0-21,[9:0-6-5,0-0-51,[15:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.58 13-14 >613 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -1.31 13-14 >272 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WS 0.93 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:148 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins. 2-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. BOT CHORD 2x4 SP SS*Except* MiTek recommends that Stabilizers and required cross bracing 9-12:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer ! WEBS 2x4 SP No.3*Except* Installation guide 2-15,3-14,5-14,5-12:2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1712/0-5-8,9=1385/0-5-8 Max Horz 1=-82(LC 23) Max Uplift 1=-561(LC 8),9=-394(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 1-2=-3319/1093,2-3=-5666/1853,3-4=-7262/2311,4-5=-7262/2311,5-6=-4244/1298, 6-7=-24991791,7-8=-2506f781,8-9=-2762/809 BOT CHORD 1-16=-960/2998,15-16=-957/2996,14-15=1799/5666,13-14=-2202/7340, 12-13=-2206[7337,111-112=1 089/3810,10-11=-689/2488,9-10=-689/2488 WEBS 2-15=-923/2928,3-15=-10361374,3-14=-505/1762,5-14=-715/486,5-12=-3876/1230, 6-12=-542/1861,6-11=-2075/678,7-11=-476/1637,8-11=-323/173 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 no nconcurrent 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 561 ib uplift at joint 1 and 394 Ib uplift at joint 9. 8)Use USP JUS24(With 1 O nails into Girder&10d nails into Truss)or equivalent at 9-10-12 from the left end to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-1 Old(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard A WARNWG-verity dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M@-7173 rev.10/032015 BEFORE USE ' Design valki for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component 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. fracas.the Indicated h to prevent buckling of Individual truss web and/of chord members only. Additional lernporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general d BCSnce regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVTP11 Quality Criteria,OSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.21 B N.Lee Sheet.Suite 312,Alexandria,VA 22374. j Job Truss Truss Type Oty Ply 712087896 14097TO T48 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:07 2017 Page 2 ID:yc9.mdtwzXKngCphrmS?QyazEeSX-eiL2Lg_Vo_?phD7vwsAN99bVXhHiD32hzgFhQVybLUU LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,7-9---60,17-20=-20 Concentrated Loads(lb) Vert:15=-25(B)3=-19(B)14=-414(8)23=-19(8)24=-19(B)25=19(B)27=-95(B)28=-25(B)29=25(B)30=-25(6)31=-25(B) "WARNING-Verify design peranreters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7073 rev.10/03/2015 BEFORE USE. [k-sign valid for use orgy with MiTek®connectors.This design is based only upon parameters shown,and is for an individual txrilding component,not truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 anal bracing of trusses aril truss systems,seeANSVM 1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,6904 Parkrk 33610 Safety Information available from Trus Plate Institute.218 N.Lee Sheet,Suite 312,Alexardlrla.VA 22314. Job Truss Truss Type Qty Ply T12087897 14097TO T49 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:12 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-_f8xOO2dcW d6n_?tj PmYsCJSNiyOuKGQ7yzS6jybLUP 5-2-0 10-5-8 15-9-0 20-2-8 22-10-0 29-10-0 5-2-0 5-3-8 5-3-8 4-5-8 2-7-8 7-0-0 Scale=1:51.2 5x6 5 2x4 5.00 FIT 7x10= 2x4 11 7x10= 6 22 2 3 19 20 21 23 18 7 N 1 0 a 0 it 10 9 8 2x4 I 4x10_ 6x6— 4x10— 4x6 II 5x6- 5-2-0 10 5 8 15-9-0 20-2-8 29-10-0 5-2-0 5-3-8 5-3-8 45-8 07-8 Plate Offsets(X Y) [1:0-6-5,0-0-51,[1:0-0-6,0-0-21,f2:0-4-4.0-2-41,(4.0 6 8 Edge] [5:0-3-0.0-2-41,[7:0-0-2,0-0-61,[7:0-0-5,0-6-5],[7:0-2-12,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.27 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.67 9-10 >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.13 7 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:1381b FT=20go LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing 4-8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=82(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2339/804,2-3=-3390/1175,3-4=-3390/1175,4-5=-2053/715,5-6=-2041!746, 6-7=-2262/788 BOT CHORD 1-11=-693/2095,10-11=-689/2098,9-10=-1175/3647,8-9-1 1 T7/3643,7-8=-628/2017 WEBS 2-10=-443/1423,3-10=-354/216,4-10=-284/97,4-8=-2045f751,5-8=-419/133 1, 6-8=-313/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B-45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-2-0,Exterior(2)5-2-0 to 8-2-0,Intehor(1)15-9-0 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 Ib uplift at joint 7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.laV310115 BEFORE USE. ' Design valld for use only with MlTekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,The!wilding designer must verify the applicability of design parameters and properly Incogwrate 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 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 miss systems.sP,eANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss =Special Qty Ply 712087898 1409770 T50 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:16 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-tQNSD158g17YGbJeyFrUO2T8bJLGgES02axfFUybLUL 7.2.0 12.5-8 17-9-0 20-2-8 22-10-0 29-10-0 5.3.8 2-5-8 2-7-8 7-0-0 7-2-0 5-3-8 Scale=1:51.0 '.. 5x6= 7x10= 2x4 II 6x6= 5 / 2x4 / 5.00 12 2 3 6 19 18 21 m 17 n Ch 7 t0 9 8 2x4 II 7x10= 7x10= 4x6 4x6 I 7-2-0 12-5-8 20.2.8 29-10-0 7-2-0 5-3-8 7-9-0 9-7-8 Plate Offsets(X Y) [170-2-12,0-1-51,[1:0-0-5.0 6 51fl:0-0 20-0 6] f2:0-4-4,0-2-41,15:0-3 0 0 2-01 f7 0 0 2 0-0-61 f7 0-0 5 0-6-qf7:0-2-12 0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.18 B-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.50 8-9 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.11 7 ria n/, Weight:137 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=-82(LC 10) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-22751781,2-3=-2703/968,3-4=-2702/968,4-5=-2026f727,5-6=-2041/742, 6-7=-2267/789 BOT CHORD 1-10=-650/2022,9-10=647/2027,8-9=-834/2620,7-8=-631/2021 WEBS 2-9=-246!795,3-9=-344/204,4-8=-1291/541,5-8=-489/1408,6-8=-316/193 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-0,Extehor(2)7-2-0 to 10-2-0,Interior(1)17-9-0 to 29-10-0 zone;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 313 Ib uplift at joint 1 and 313 Ib uplift at joint 7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verity dedgn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MR-7473 rev.fpA13MIS BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is fa on Individual building component,not a IF=system.Before use,the building designer must verify the applicablilty of design parameters and property 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 is always required for stability and to prevent collapse with possible personal innkay 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 l Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12067899i 14097T0 IT51 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, B.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:19 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-H?3bsn70zgV6731DdNOBeh5gYXOflgYSkY9KspybLUl 7.0.0 9-2-0 14-11-0 20-8-0 22-10-0 29-10-0 7-0-0 2-2-0 5-9-0 5-9-0 2.2-0 7-0-0-1 0 0 Scale=1:50.1 7x10= 2x4 II 7x10 Z- 5.00 5.00 1 3 2 2x4\\ 19 20 4 21 22 5 2x4 // I 2 6 23 i 18 m 24 17 7 11 T,!-1 o 10 9 8 4x5= 7x10= 4x5= 4x6 11 4x6 11 9_2..0 14-11-0 20-8-0 29-10-0 9-2-0 5-9-0 5-9-0 9-2-0 Plate Offsets(X Y) f1 0 2 12 0 1 51 f1 0-0 5 0 6 5) 11:0 0 2 0 0 61 (3:0-4-4 0-2-41 15.0-4-4 0-2-41 17:0-0-2 0-0-61 [7 0 0-5 0 6-51 [7:0-2-12,0-1-5] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.14 9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.39 8-16 >921 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:141 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-8 Max Harz 1=-78(LC 10) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2266/835,2-3=-2062/791,3-4=-2217/878,4-5=-2217/878,5-6=-2062/791, 6-7=-2266/835 BOT CHORD 1-10=-696/2020,9-10=-57211883,8-9=-56411883,7-8=-687/2020 WEBS 2-1 0=-253/209,3-10=-89/391,3-9=-1851509,4-9=-388/243,5-9=-185/509,5-8=-89/391, 6-8=-2531209 NOTES- i)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft 6=45ft L=30ft;eav"ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-2-0,Extefior(2)9-2-0 to 24-10-15,Interior(1)24-10-15 to 29-10-0 zone;C-C for members and forces 8r MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 1 and 313 Ib uplift at joint 7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNWO-Vsdly dedgn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M9-7473 rev.M03=15 BEFORE USE. s Design valid for use or us with bdicli connectors.This design s Ia�pplicaf-AllYonly Of design parameters and prn parameters shown,and sfor ain individual operty Incorporate this design into thent.not overall a truss system.Before use,the ateding designer must verity theMiTek° lxAlding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Infury and property damage. For general guidance regarding the 6904 Parke East Blvd. Fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPl l CrwNy Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087900 14097T0 T52 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:22 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-iaij UpAvFbuh_W mol VyuGJjAGkRI E?BuQ W O_S8ybLU F 5-7-6 11-2-0 14-11-0 18-8-0 24-2-10 29-10-0 5-7-6 5-6-10 3-9-0 3-9-0 5-6-10 5-7-6 Scale=1:50.4 6x6 I, 6x6 II 4x5= 3 20 21 4 22 23 5 5.00 12 4x5 i 19 24 4x5 6 2 m 25 ur 18 1 7 1 0 0 to ti 10 9 8 2x4 1 7x10 - 7x10= 2x4 11 5x6 5x6= 5-7-6 11.2-0 18-8-0 24-2-10 29-10-0 5-7-6 5-6-10 7-6-0 5-6-10 5-7-6 Plate Offsets(X Y) [1.0 0 6 0 0 21 [1:0-6-5,0-0-51,[7:0-0-6,0-0-21,[7.0-6-5.0-0-51 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 r✓a n/a BCDL 10.0 Code FBC2014/TP12007 Matfix-AS Weight:150 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 IL Installation guide REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=95(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2340/817,2-3=-1 924725,3-4=-1729!725,4-5=-1729/725,5-6=-1924/725, 6-7=-2340/817 BOT CHORD 1-11=700/2099,10-11=-700/2099,9-10=-545/1799,8-9=-692/2099,7-8=-692/2099 WEBS 2-10=-439/208,310=99/432,5-9=-99/432,6-9=-439/208 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-2-0,Exterior(2)11-2-0 to 22-10-15,Interior(1)22-10-15 to 29-10-0 zone;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 313 Ib uplift at joint 1 and 313 Ib uplift at joint 7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Vedly dsdgn parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. • sed oNy upon parameters shown.aril Is for an Individual txiNdirg component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the Design valid for use only with MITek®connectors.this design is baoverall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' j Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd.storage.delivery,erection and bracing of trusses and inrss systems,seeANSVTPl i Quality Criteria,DSB-89 and SCSI Budd6904 Park Budding Component Tampa.Parke 33610 Safety Informallon avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss =Truss Type Qty Ply T12087901 14097TO T53Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:26 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-aM_EKADQJpO7S84ZXLOgQ9ugW LovAkOUL7MBbvybLUB 6-7-6 13-2-0 16.8.0 23-2-10 29-10-0 6T-6 6 6-6-10 3_6.p 6-6-1 0 6-7-6 Scale=1:50.4 7x10= 6x6 I/ 3 4 1 5.00 12 19 18 4x5 4x5 2 5 7 0 20 17 6 1 �o El o' d 10 9 8 7 _ 20 11 6x6= 7x10= 20 11 5x6— 5x6= 6-7-6 13 2 016-8-0 23.2-10 29-10-0 6 7-6 6-6-10 3-6-0 6-6-10 6-7-6 Plate Offsets(X Y) f11:0-6-5 0 0 5) (1:0 0 6 0 0 21 [3:0-4-4,0-2-41,(6:0-0-6 0-0-21 (6:0-6-5 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 0.51 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.37 7-8 >963 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:1491b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=1193/0-5-8,6=1193/0-5-0 Max Horz 1=112(LC 11) Max Uplift 1=-313(LC 12),6=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2331/781,2-3=-1758/666,3-4=-1551/674,4-5=-1751/663,5-6=-23311781 BOT CHORD 1-10=-660/2086,9-10=-660/2086,8-9=-430/1549,7-8=-651/2086,6-7=-651/2086 WEBS 2-9=-612/253,3-9=-64/379,4-8=-94/381,5-8=-617/255 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-2-0,Extedor(2)13-2-0 to 16-8-0,Interior(1)20-10-15 to 29-10-0 zone;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 313 Ib uplift at joint 1 and 313 Ib uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-verily dedyn parameters and READ NOTES ON THISAND INCLUDED M/TEK REFERANCE PAGE MA-7473 rev.,!1/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is"an iindivlduai building component,not a truss system.Before use,the building designer mast verify the applk:abilty 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 Is always reciuked 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 8CSI Butidhng Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Q� Ply T12087902 14097T0 T54 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:30 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-T7EI AYGwN2uZxINKmB5ma?2Vuz6?6d94G1 KPkgybLU7 7-5-14 14-11-0 22-4-2 29-10-0 7-5-14 7-5-2 7-5-2 7-5-14 Scale=1:49.6 6x6= 5.00 12 3 15 16 7x6-5� 7x6 4 2 17 14 5 1 0 Io 7 18 19 6 6x8= 6x8= 5x6= 5x6= 9-11-B 19-10-8 29-10-0 9-11-8 9-11-0 9-11-8 Plate Offsets(X Y) f1 0 6 5 0 0 5) 11:0 0 6 0 0 21 (3:0 3-0 0-2-8) (5.0-0-6 0-0-21 (5:0-6-5 0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.40 6-7 >884 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.78 6-7 >460 180 BCLL 0.0 ' Rep Stress In cr YES WEI 0.26 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix_As Weight:1301b FT=20�o LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=119310-5-8,5=1193/0-5-0 Max Horz 1=127(LC 11) Max Uplift 1=-313(LC 12),5=-313(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2282/722,2-3=-2026/684,3-4=-2026/684,4-5=-2282/722 BOT CHORD 1-7=-570/2038,6-7=-312/1386,5-6=-570/2038 WEBS 3-6=-1551724,4-6=-443/277,3-7=1551724,2-7=-443/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 1 and 313 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING.V dfy dedyn parameters and READ NOTES ON THIS AND INCLUDED un-EK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is Lased only upon parameters stwwn, and is for y i Ir incorporate building d component not i a truss system.Before use,the Ixillding 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 l Additional temporary andal�permanent bracing the is always required for stability and to prevent collapse with possmle personal lNury property 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPI i Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply 712087903 14097TO T55 Common Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:35 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-p41 eDFK3CaW r2W GIZkhxH31 LO_gSnplpQ 12AQuybLU2 5-0-2 9-1111-7-9 14-11-0 19-10-7 24-9-14 29-10-0 5-0-2 4- 4-11-7 4-11-7 4-11-7 5-0-2 Scale=1:49.3 6x6= 4 5.00 12 4x5 4x5 3 5 6x6 6x6 6 2 7 rz 10 11 10 9 8 18 6x8= 7x6= 10x12= 10x12= 7x6= THD28-2 6x8— 6_0_0 11-11-5 17-10-11 23-10-0 29-10-0 i II 6-0-0 5-11-5 5-11-5 5-11-5 6-0-0 Plate Offsets(X Y) [1:0-0-2,0-2-61.[7:0-0-2,0-2-6],[8:0-3-0,0-4-81 [11:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.27 8-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:382 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD 2x8 SP SS*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-10:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1509/0-5-8,7=4639/0-5-0 Max Horz 1=-127(LC 23) Max Uplift 1=-409(LC 8),7=-1363(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3130/871,2-3=-3022/883,3-4=-2648/835,4-5=-2983/937,5-6=-5950/1775, 6-7=-6058/1765 BOT CHORD 1-11=-749/2843,10-11=-636/2558,9-10=469/2115,8-9=-877/3348,7-8=-1586/5592 WEBS 4-9=-408/1398,5-9=-1576/566,5-81 -921/3104,6-8=-361/195,4-10=-182/715, 3-10=-430/246,3-11=-135/322 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 Ib uplift at joint 1 and 1363 Ib uplift at joint 7. 8)Use USP THD28-2(With 16d nails into Girder&1 O nails into Truss)or equivalent at 27-3-9 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,12-15=-20 nntinnPH nn Inane 2 0 WARNING-Verify det/gn parameters and READ NOTES ON THIS AND MICLUDED MfTEK REFERANCE PAGE Mg-7473 rev.TOA7MIS BEFORE USE. " Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an kncilvidual building component,not a truss system.Before use,the building designer must vedry 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. Addiflonai temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and Property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Butiding Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087903 14097TO T55 Common Girder I 2 Job Reference o lion Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:35 2017 Page 2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-p41 eDFK3CaW r2W GIZkhxH31L0_gSnplpQl2AQuybLU2 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:18=-3762(F) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors.TMs design Is based only upon parametersshown,and is for an Individual LwAding component,riot a tnM system.Before use,the building designer must verify The appllcol-41i ty of design parametersand propedy hcorprrate"design into the overall led h to prevent buckling of individual truss bolding design. Bracing indica web and/or chord members orgy.Additional temporary and permanent bracing MiTei(. Is always required for stability and to prevent collapse with possible personal InNgy and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPiI Quality Crllmla,DSB-89 and SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply 712087904 14097TO T56 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:38 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-EfimrHMxUVvQv_tEsEevhNttBgQ_5XF6?GgOCybLU? 7-5-14 14-11-0 22-4-2 27-2-1 7-5-14 7-5-2 7-5-2 4-9-15 Scale=1:45.7 6x6= 5.00 F12 3 13 14 7x6 4x5 4 2 15 2x4 11 5 12 N W 1 8 16 17 7 6 axs II 6x8= 7x6= 4x5= 9-11-8 19-10-8 27-2-1 9-11-8 9-11-0 7-3-9 Plate Offsets X Y-- [1:0-2-1210-1-51,[1:0-0-50-6-51,[1:0-0-2,0-0-6],[3:0-3-0,0-2-8I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.36 7-8 >906 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.69 7-8 >469 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.08 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide REACTIONS. (lb/size) 1=1081/0-5-8,6=1081/Mechanical Max Horz 1=113(LC 11) Max Uplift 1=-282(LC 12),6=-285(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2017/642,2-3=-1758/603,3-4=-1470/523 BOT CHORD 1-8=-548/1796,7-8=-286/1129,6-7=-397/1287 WEBS 2-8=-449/279,3-8=-1 56/729,3-7=-33/349,4-6=1508/485 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0 zone;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 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 Ib uplift at joint 1 and 285 Ib uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 0 WARNWG.Verily design parameters and READ NOTES ON THIS AND BVCLUDED MREK REFERANCE PAGE MR-7073 rev.1003.2015 BEFORE USE. Design valid for use only with MITeW connectors.This design Is based only upon parameters shown,and is for an Individual buliding component,not igner a truss system.Before use,the building desmust verify the appik:ablity of design parameters and properly k-corporate this design Into the overall MiTek budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. tabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPi1 Quality Criteria,DSB-89 and SCSI Bullang Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty PIY 712087905 14097TO T57 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:41 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-eEOvTJOgnQH?mRjRv?nLXK?NuOsLBYghozVUcXybLTy 7-6-8 9-11-0 13-7-0 14-11-0 16-3-0 19-11-0 27-2-1 7-6-8 2-4-8 3-8-0 1-4-0 1-4-0 3-8-0 7-3-1 i Scale=1:48.6 1 t 5x6= 2x4 11 's 2x4 11 8 10 6x6 11 5x6 5 6 5x6 6x6 /1 3 T 5.00 F12 2x4\\ 2 2x4 2x4 I 1 21 j134x6� 20 I 16 15 14 4x6 I7x10 7x10— 3x5 11 = 9-11-0 19-11-0 27-2-1 9-11-0 10-0-0 7-3-1 Plate Offsets(X Y) (1 0-0-20-0-61,11:0-0-5,0-6-51 (1:0 2 12 0 1 5) (4.0 1-15 Edge) [870-3-0,0-2-41 (1170-0-7 Edge) (15:0-3-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.41 15-16 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.07 14 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:159 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):7 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=1081/0-5-8,14=1081/Mechanical Max Horz 1=106(LC11) Max Uplift 1=-308(LC 12),14=-317(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1987!726,2-3=-1746/679,3-4=-1589/641,4-5=-1270/560,5-7=-1270/560, 7-9=-1058/504,9-11_1058/504,11-12=-1380/595,12-13=-1554/580,13-14=-1013/438, 4-6=-373/131,6-8=-311/157,8-10=-3131163,10-11=-374/138 BOT CHORD 1-16---61611762,15-16=-546/1494 WEBS 2-16=-347/213,3-16=-1 28/387,7-15=-273/144,13-15=-385/1209 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)9-11-0 to 18-9-2,Interior(1)19-11-0 to 27-0-5 zone;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 308 Ib uplift at joint 1 and 317 Ib uplift at joint 14. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNAYG-VerKy dedgn Parameters and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE AM-7473 rev.f0A13/20f5 BEFORE USE. ' Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is form Individual building component,not C3 Taus system.Before use,the building designer must verity the applibab&Ity of design parameters and properly Incorporate this design Into the overall Ml lek, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or ctwrd members only.r Additional al temporary permanent bracing " B always required for stability and to prevent collapse with possible personal Injury and p(operty 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and friss systems,seeAN51liPil Quality Crteria,DSB-89 and SCSI BuAdlrtg Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312.Alexandra.VA 22314. Job Truss Truss Type Qty Ply 712087906 1409770 T58 Hip t 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:02:44 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-2p416KRi4LfZdvSOb7L29yduwcyyOvBBUxj8DsybLTv 7-11-0 14-11-0 21-11-0 27-2-1 7-11-0 7-0-0 7-0-0 5-3-1 Scale=1:45.9 7x10 7:: 20 11 7x10 5.00 12 2 15 16 173 16 4 T 19 i 4x5 20 5 rn 14 6 13 T 1 r 9 B 7 6 20 11 7x10= 4x5= 3x5 II 4x6 11 7-11-0 14-11-0 21-11-0 27-2-1 7 7-0 0 5-3-1 -11-0 7-0-0 Plate Offsets X Y-- 1:0-2-12 0-1-5 1:0-0-5 0-6-5 1:0-0-2 0-0-6 2:0-4-4 0-2-4 4:0-4-4.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.29 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.48 Horz(TL) 0.07 6 n/a n/a Weight:130 Ib FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. —71 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=1081/0-5-8,6=1081/Mechanical Max Horz 1=57(LC11) Max Uplift 1=-282(LC 12),6=285(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1988!714,2-3=-2104/821,3-4=-2104/821,4-5=-1480/549,5-6=-1032/425 BOT CHORD 1-9=-619/1755,8-9=-616/1761,7-8=-434/1305 WEBS 2-9=0/291,2-8=-187/534,3-8=-471/270,4-8=-313/951,5-7=-410/1271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=27tt;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 7-11-0,Extedor(2)7-11-0 to 26-1-15,Interior(1)26-1-15 to 27-0-5 zone;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 no nconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 Ib uplift at joint 1 and 285 Ib uplift at joint 6. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNWo-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Md-7473 rev.fa/aWIS BEFORE USE. Design valid for use only with MITek6 connectors.this design is based only upon parametersshown,and Is for an Individual building component,not a tnrss system.Before.use,the building designer mast verify the applicalAity of design parameters and properly Incorporate this design Into The overall Welk'building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing k always required for sTablllty 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/MI Quality Criteria,DSO-89 and SCSI Building Component Tampa,FL 33610 Safety Informa8on avdiable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087907 14097TO T59 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:48 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-xaJYxi U DBa9?5W IogzQ_JooXnDGj Kc6jPZhMMdybLTr 3-5-10 6-9-8 10-1-6 13-7-0 3-5-10 3-3-14 3-3-14 3-5-10 Scale=1:24.4 2x4 i I 4x5= 4x10= 1 4x10= 2 4x5= 3 4 12 5 1 71 = 13 9 14 15 8 16 7 7x10 77 6 10 THD26 7x10=THD26 THD26 4x10 THD26 THD26 THD26 5x10 MT20HS II Sxlo MT20HS 11 3-5-106-9-8 10-1-6 13-7-0 3-5-10 3-3-14 3-3-14 3-5-10 Plate Offsets X Y-- 6:Ed a 0-3-8 7:0-3-8 0-4-8 9:0-3-8 0-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 8 >835 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.43 8 >367 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.03 6 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:154 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puffins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (Ib/size) 10=3648/Mechanical,6=3782/Mechanical Max Uplift 10=-1113(LC 4),6=-1136(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-3014/952,1-2=-8170/2485,2-3=-10629/3203,3-4=-10629/3203,4-5=-8214/2460, 5-6=-3023/941 BOT CHORD 9-10=-122/387,8-9=-2485/8170,7-8=-2460/8214,6-7=-127/409 WEBS 1-9=-2515/8285,2-9=-1027/393,2-8=-768/2618,4-8=-794/2571,4-7=-1009/402, 5-7=-2484/8309 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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. 8) Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1113 Ib uplift at joint 10 and 1136 Ib uplift at joint 6. 10)Use USP THD26(With 16d nails into Girder&NA91D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 11-10-12 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. s LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Q wARNM1G-Verfly deglgn parameter.and READ NOTES.11111.AND M/CLUDED M?EK REFERANCE PAGE M9-7473 rev.1003/1015 BEFORE USE. Design valid for use only with MITekO connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a taus system.Before use,the binding designer must verify the applicability of design parameters and property Incorporate this design into the ditioverall Mf lek, building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrk:on.•siorage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,D58�9 and BCSI Building Component tWTampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply T12087907 14097T0 T59 Flat Girder 1 2 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:02:48 2017 Page 2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-xaJYxiUD8a9?5W IogzQ_JooXnDGjKc6jPZhMMdybLTr LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-60,6-10---20 Concentrated Loads(lb) Vert:7=-1061(B)13=-1061(B)14=-1061(B)15=-1061(B)16=-1061(B)17=-1061(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7173 rev.1WD3/2015 BEFORE USE. not Design valid for use only with MITek(b connectors.This design is based only urxxr pararnelers shown.and Is forIndividual Ildlt commto n the a truss system.Before use,the building designer must verity the appikat.:dtity of design parameters acrd Property orpopoe w A'Tek building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional al guidance regarding the int bracing fYt R b always required for stability and to prevent collapse with Possible Personal injury and property damage. 6904 Parke East Blvd, fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSVMIl Quality Cdteda DSB-89 and SCSI Building Component Tampa.FL 33610 LSafety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply T12087908 14097TO T60 Roof Special Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:52 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-pMZ3n3XjBpfRa83Z3pUwTezBNgbpGQxJKAfZVOybLTn 4-5-14 8-11-0 12-0-0 18-1-12 24-0-0 25-10-6 27-2-1 32-5-0 33-8-0 4-5-14 4-5-2 3-1-0 6-1-12 5-10-45-2-15 1-3-0 Scale=1:59.2 5x6= 5.00 12 3 7x10= 2x4 I 6x8= 4x5 4 5 5x6 7x6= 5x6= 10x14= T 2 29 7 8 9 0 11 �I9 T � 1 Ili 20 19 18 17 16 1s 14 13 12 4x6 11 2x4 11 4x10= 6x6= 4x10— 5x6— 7x6= 4x10— 4x10 11 8x12 MT20HS= THDH26-2 2x4 11 4-5-14 8-11-0 12-0-0 18-1-12 24-0-0 25-10-B 27-2-1 32-5-0 ,33-8-0 4-5-14 4-5-2 3 1-0 6-1-12 5-10-4 1-10-8 1-3 9 5-2-15 1-3 0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[3:0-3-0,0-24],[4:0-6-8,Edge],[7:0-2-8,0-2-81,[9:0-2-8,0-2-8],[10:0-5-8,0-1-12],[11:0-2-12,0-2-11], [13:0-3-8 0-2-01 [14:0-2-4,0-4-121,[15:0-2-12,0-2-81,[16:0-6-0,0-3-01 LOADING(psf) SPACING- 2-0-0 l CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.46 16-17 >879 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.07 16-17 >376 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 11 rVa n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MS Weight:371 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. 4-6:2x4 SP No.1,8-10:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. BOT CHORD 2x4 SP No.1*Except* 11-16:2x6 SP SS WEBS 2x4 SP No.3*Except* 9-14,10-13,7-15:2x4 SP No.2 WEDGE Left:2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-1 REACTIONS. (Ib/size) 11=4290/0-5-8,1=2031/0-5-8 Max Horz 1=76(LC 7) Max Uplift 11=-1265(LC 8),1=-565(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4158/1176,2-3=-4117/1204,34=-4113/1213,4-5=-8765/2569,5-6=-8765/2569, 6-7=-1077213174,7-8=-14543/4311,8-9=-18068/5374,9-10=-11823/3518, 10-11=-1384/418 BOT CHORD 1-20=-1050/3760,19-20=-1050/3760,18-19=-1913/6847,17-18=-1910/6851, 16-17=2740/9473,15-16=3971/13491,14-15=-5375/18147,1 3-1 4=-3496/1 1 822, 12-13=-1267/4312,11-12=-1261/4283 WEBS 3-19=-799/2859,4-19=-4099/1198,4-17=-67712207,5-17=-40Q1217,6-17=1 128/994, 6-16=-1226/4266,8-15=-6629/2002,8-14=-862/407,9-14=-2102!7074,10-12=-50/255, 9-13=-344911065,10-13=-249318398,7-15=-1673/5502,7-16=-5629/1735 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 14-8 2x4-2 rows staggered at 0-2-0 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide bottom chord and anv other members. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.laV 11015 BEFORE USE. Design valid for use only with MiTek®connectors.]his design is based only upon parameters shown,and is for an Individual LxrRding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate Thi design into the overall briding design. Bracing Indicated Is to prevent buckling of inch4 dual buss 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/TPII Quality Criteria,DSB-89 and SCSI BuBWng Component 6904 Parke East Blvd. Sdety Information avallab'xe from Truss Plate Institute,218 N.Lee Street Suite 312,Nexan dria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087908 14097TO T60 Roof Special Girder 1 2 Job Reference(optional) � Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:52 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-pMZ3n3Xj BpfRa83Z3pUwTezBNgbpGQxJ KAfZVOybLTn NOTES- 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1265 Ib uplift at joint 11 and 565 Ib uplift at joint 1. 10)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 27-3-9 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,4-6=-60,6-8=-60,8-10=-60,10-11=-60,21-25=-20 Concentrated Loads(lb) Vert:14=-3628(B) A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not , a truss system.Before use,the!wilding designer Must verity the appilCdAlty of design parameters and properly incorprxate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addifiorvll 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 Quaily Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon available from Truss Plate Institute,218 N.Lee Street.suite 312,Alexandria.VA 22314. Tampa,FL 33610 iJob Truss Truss Type City Ply T12087909 14097TO T61 Roof Special Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:02:57 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-AJMygnbsOLl]gvxW rM45Aig33rKSxgt2TSNKAcybLTi 4-5-14 8-11-0 14-0-0 17-7-4 24-5-2 31-2-15 33-8-0 4-5-14 4-5-2 5-1-0 3-7-4 6-9-14 6-9-14 2-5-1 Scale=1:59.0 5x6= 5.00 12 3 r NAILED Special 4x5% 7x10= 4x5— 6x6= 7x10 z 2 4 5 NAILED NAILED 6 NAILED NAILED NAILED 7 97 4x5 dl 20 21 22 23 24 25 8 m w 1 1�i . N cu tnn 15 14 13 12 28 29 30 11 31 32 33 1034 9 3x8 a 2x4 1'' 4x10= 7x6= 4x5= NAILED NAILED 7x14 MT20HS= NAILED NAILED 4x5= 2x4 11 JUS24 NAILED NAILED NAILED 4-5-14 8-it-0 14-0-0 17-7-4 24-5-2 31-2-15 33-8-0 4-5-14 4-5-2 5-1-0 3 7-4 6 9-14 6-9-14 2-5-1 Plate Offsets(X Y)- f1:0-3-8 Edge] [1:0-0-5,0-6-51,[1:0-0-2,0-0-61,[3:0-3-0,0-241,(4:0-6-8 Edgel [7:0-44,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.53 12 >757 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -1.19 11-12 >338 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:331 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, 6-7:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied or a-0-15 oc bracing. 9-11:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=168510-5-8,9=1971/0-5-8 Max Horz 1=75(LC 24) Max Uplift 1=-491(LC 8),9=636(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3393/1013,2-3=-3301/1030,3-4=-3307/1024,4-5=-9210/2918,5-6=-7299/2378, 6-7=-7301/2379,7-8=-26851866,8-9=-1994/644 BOT CHORD 1-15=-904/3063,14-15=-904/3063,13-14=-2529/8267,12-13=-2524/8267, 11-12=-2879/9210,10-11=-761/2412 WEBS 3-14=-619/2168,4-14=-5596/1783,4-12=499/1162,5-11=-1983/561,6-11=-582/342, 7-11=-1638/5073,7-10=-703/309,8-10=-823/2603 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 491 Ib uplift at joint 1 and 636 Ib uplift at joint 9. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 17-7-4 from the left end to connect truss(es)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. tes 3-10d 0.148"x3" or 3-12d 0.148"x3.25" toe-nails Der NDS ouidlines. 7, WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE w7473 rev.f0/VMI S BEFORE USE. Design valid for use only with MITek®connectors.This 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 appllcablity,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 M176 k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:aWn,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087909 14097TO T61 Roof Special Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:02:57 2017 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-AJ MygnbsOLljgvxW rM45Aig33rKSxgt2TSNKAcybLTi NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)77 Ib down and 81 Ib up at 31-7-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=60,3-4=-60,4-7=-60,7-8=60,9-16=-20 Concentrated Loads(lb) Vert:12=-478(F)19=-37(F)21=37(F)22=-37(F)24=-37(F)25=-37(F)26=-37(F)27=-37(F)28=-33(F)29=-33(F)30=-33(F)31=-33(F)32=-33(F)33=-33(F) 34=-33(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M*7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the cWlcobility of design parameters and properly incorrxxate this design into the overdl ;� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing Ml lei• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxkntlon,storage.delivery,erection and bracing of trusses and truss systems,se.eANSi/IPI I Quality Criteria,DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087910 14097TO T62 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:00 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-au25SodkJGgl XMg5XUdooKlfg3Pg8BcU9Qb_nxybLTf 6-10-08-11-0 11-0-0 17-6-8 6-10-0 2-1-0 2-1-0 6-6-8 Scale=1:29.8 5x6= 3 r 2x4\\ 2x4 5.00 12 2 4 16 17 18 15 4x5 5 6 1 - c� n o of 7 7x10= 3x8 I I 3x6 I 8-11-0 17-6-8 8-11-0 8-7-8 Plate Offsets(X Y) j1:0 3 8 Edge1 [1:0-0-5,0-6-51 [1:0-0-2,0-0-61,[3:6-3-0,0-2-41,[6:0-2-8,0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.09 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.25 7-14 >833 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-AS Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 6=702/Mechanical,1=702/0-5-8 Max Horz 1=67(LC11) Max Uplift 6=-184(LC 12),1=-184(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1137/405,2-3=-926/368,3-4=-917/366,4-6=-1058/400 BOT CHORD 1-7=-2981992,6-7=-287/963 WEBS 2-7=-347/228,3-7=-274/69214-7=-303/210 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B-15ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extetior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-0,Exterior(2)8-11-0 to 11-11-0 zone;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 184 Ib uplift at joint 6 and 184 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-V&-W doWgn parameters and READ NOTES ON THISAND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overaii building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and muss systems,seeANSi/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply T12087911 14097TO T63 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:02 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-XH9rtUf?rtwOnggUevgGtl NwCsOFc9Cndk45spybLTd 3-10-0 3-10-0 Scale=1:13.7 2 - 2x4 I 5.00 F12 1 0 n I0 1 7 3 JUS24 5x6 11 2x4 I 3-10-0 3-10-0 Plate Offsets(X Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.06 3-6 >748 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.14 3-6 >327 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 1 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=498/Mechanical,1=479/0-5-8 Max Horz 1=63(LC 8) Max Uplift 3=-156(LC 8),1=-115(LC 8) 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)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 156 Ib uplift at joint 3 and 115 Ib uplift at joint 1. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-10-12 from the left end to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied'to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) Vert:7=-682(B) Q WARNING-Verity dedgn parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mit-7473 rev.1OV931201S BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for m Individual building component,not a truss system.Before use,the building designer must verify the applibalAlly of design parameters and properly Incorporate this design Into the overall brliding design. Bracing Indicated Is to prevent Lwckling 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 tnss systems,seeANS1/1PI I Quality Criteria,DSB-89 and SCSI Bundling Component 6904 Parke East 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 712087912 14097TO T64 Common 7 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:05 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-xsr_W W ht7olbe7Y3J1 DzVO?Wf36SpSYDJiJITBybLTa 6-10-0 8-11-0 11-0-0 17-10-0 6-10-0 2-1-0 2-1-0 6-10-0 Scale=1:30.0 5x6= 3 2x4\\ 2x4 5.00',12 2 4 14 15 16 13 5 1 to r 0 6 3xB 11 7x10- 3x8 I 8-11-0 17-10-0 8-11-0 8-11-0 Plate Offsets(X Y)-- f1:0-3-8 Edge].[1:0-0-5,0-6-51,[1:0-0-2,0-0-61,[370-3-0,0-2-41,[5:0-0-2,0-0-61,[5:0-0-5,0-6-51,f5:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.24 6-12 >894 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 5 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=713/0-5-8,5=713/0-5-8 Max Horz 1=-68(LC 10) Max Uplift 1=-187(LC 12),5=-187(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 167/415,2-3=-957/377,3-4=-957/377,4-5=-1167/415 BOT CHORD 1-6=-300/1019,5-6=-300/1019 WEBS 3-6=-289/742,4-6=-347/228,2-6=-347/228 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-0,Exterior(2)8-11-0 to 11-11-0 zone;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 187 Ib uplift at joint 1 and 187 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. asess Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.l aW,2015 BEFORE USE. Design valid for use only with MITek®connectors.This design s based only upon parameters shown,and is for an Individual building component,not a Inas system.Before use,the building designer must verity the applicability of design pxuameters and properly Incorporate this design into the overdl 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 Critetia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712087913 14097TO T65 Common 14 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:09 2017 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-gd4U LtkOB1 oO7lsgYtivfEAB8hTOIGypEKHzcvybLT W 6-10-0 8-11-0 11-0-0 17-10-0 6-10-0 2-1-0 2-1-0 6-10-0 Scale=1:29.3 5x6= 3 _ 2x4\\ 2x4 7j 5.00 12 2 4 15 14 16 13 5 1 t0 f0 6 3x8 II 7x10= 3x8 g_ 8-11-0 17-7-0 17-1 -0 0-3 8-8-0 8-8-0 0-3-b Plate Offsets(X Y) (1:0 3 8 Edge) [1:0-0-5,0-6-5],[1:0-0-2,0-0-61,f3:0-3-0,0-2-41,15:0-0-2,0-0-61,(5:0-0-5 0-6-5) (5:0-3-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.24 6-12 >890 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.24 6-12 >894 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 I Installation guide REACTIONS. (Ib/size) 1=713/0-3-8,5=713/0-3-8 Max Horz 1=-68(LC 10) Max Uplift 1=-440(LC 12),5=-440(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1167/1272,2-3=-957/1218,3-4=-957/1218,4-5=-1167/1272 BOT CHORD 1-6=-1106/1019,5-6=-1106/1019 WEBS 3-6=-1004(742,4-6=-347/304,2-6=-347/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-11-0,Exterior(2)8-11-0 to 11-11-0 zone;cantilever left and right exposed;porch 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 440 Ib uplift at joint 1 and 440 Ib uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MN-7473 rev.11015 BEFORE USE. Design valid for use only with MITek®connectors.TMs design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applic,"Ity of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability 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 muses and inns systems,seeANSi/1P11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087914 14097TO T66 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:13 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-iOK?BFnuFGJ SbM9bnjM rg4Kgvlqlh6?P9xFAlhybLTS 4-0-0 7-7-0 8-11-0 10-3-0 13-10-0 17-10-0 4-0-0 3-7-0 1-4-0 1-4-0 3-7-0 4-0-0 Scale=1:30.9 5x6= 7 31 2x4 I 1 30 9 2x4 I NAILED NAILED 5 NAILED 7x10= 5x6-- 29 32 5x6� 7x10= 5.00 12 6 NAILE 2 AILED NAILED NAILED 22 2x4 II x = 2x4 II d o m � 12 N 1 ZI o 1 : 23 15 24 25 14 26 27 13 28 NAILED 6x6= NAILED NAILED 4x10— NAILED 2x4 1, NAILED 4x6 II 4x6 11 NAILED NAILED NAILED Or4-0-0 8-11-0 13-10-0 17-7-0 17-1p-0 0-N3-9 0 4-11-0 4-11-0 3-9-0 0-3-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-4-0,0-2-4],[3:0-1-15,Edge],[7:0-3-0,0-2-4],[10:0-0-7,Edge],[11:0-4-0,0-2-4],[12:0-0-2,0-0-6], [12:0-0-5,0-6-51,[12:0-2-12,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.14 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.21 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:96 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):6 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1039/0-3-8,12=1039/0-3-8 Max Horz 1=62(LC 7) Max Uplift 1=-595(LC 8),12=-587(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1923/1149,2-3=-2157/1343,3-4=-1648/1069,4-6=-1648/1069,6-8=-164811069, 8-10=-1648/1069,10-11=-2157/1343,11-12=-1923/1142,3-5=-589/336,5-7=-517/337, 7-9=-517/337,9-10=-589/336 BOT CHORD 1-15=-1011/1731,14-15=-1015/1740,13-14=-1007/1740,12-13---100311731 WEBS 2-14=-279/448,11-14=-287/496 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 35-0 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 595 Ib uplift at joint 1 and 587 Ib uplift at joint 12. 7)Graphical puflin representation does not depict the size or the orientation of the purlin along the top and/or bottom.chord. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,10-11=-60,11-12=-60,16-19=-20,3-7=-60,7-10=-60 WARNING-yedly dadgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.101931015 BEFORE USE. Design valid for use only with Mileke connectors.This 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 parametersand properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addbtional temporary and permanent bracing MTOW is always required for stability and to prevent collapse with possib4e personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPii Quality Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty PIy 14097TO T66 Hip Girder 1 1 712087914 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:14 2017 Page 2 I D:yc?mdtwz.XKngCphrm5?QyazEeSX-AbuN Pbo W OZRJ DW knLQt4M Ht?fiA_QZFYOb_kH7ybLTR LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-43(F)11=-43(F)15=-34(F)13=-34(F)23=-93(F)24=-34(F)25=-34(F)26=-34(F)27=-34(F)28=-93(F)29=-43(F)30=-43(F)31=-43(F)32=-43(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Mf-7473 rev.1=3*015 BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon Ixrameters 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 basing of trusses and Truss systems,seeANS111PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087915 14097TO T67 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:19 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-XYhGSIsfg63cJ HdlBzTF3Lax6jwY5rQHXtiVyKybLTM 2-0-0 4-0-0 2-0-0 2-0-0 Special Scale=1:9.8 2 3 1 5.00 12 3x6— r 1 0 � ur i 8 Special 4 3x5 1 0-3-0 2-0-0 4-0-0 0-3-0 1 1-9-0 2-0-0 Plate Offsets(X Y)-- (1.0-2-4 0-1-11 fl:0-0-5 0-6-51 (1:0-0-2 0-0-61 (2:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.07 4-7 >715 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.08 4-7 >564 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=58/Mechanical,4=113/Mechanical,1=169/0-3-8 Max Horz 1=35(LC 25) Max Uplift 3=-42(LC 4),4=-84(LC 9),1=-99(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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 42 Ib uplift at joint 3,84 Ib uplift at joint 4 and 99 Ib uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 Ib down and 106 Ib up at 2-0-0 on top chord,and 29 Ib down and 14 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:8=-25(B) WARNING.Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.f0V=15 BEFORE USE. Design valid for use only with MITek®connectors.Ns design Is based only upon parameters shown,and Is for an Individual building component,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 reclu ked for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding line fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANS1/TPI l Quality Criteria,DSB-89 and SCSI Butiding Component 6904 Parke East Blvd. Safety Information avdlc"e from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087916 14097TO T68 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:24 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-tW U9VOwofehuQ2VixX3QmOHjwkYKml W Oh9PGeYybLTH 76-12 -2-8-02-5-8 5-1d 6-10-2 -2- 9-3-8 11-11-5 14 13 T2_1 3 - 2-8-0 2-5-8 2-7-12 7-6-132-7-12 2-56 0-4-5 Scale=1:40.4 3.547,2- NAILED NAILED 5x6= NAILED NAILED 6x8 5:-, NAILED NAILED NAILED 6x8 19 20 5 21 22 6 4 5.00 i� 4x5 4x5 3 7 5x6 5x6 2 8 11 612 91.6 3x5= 15 23 2414 25 26 13 3x5= d 4x5 NAILED4x10— 4x5 18 17 = 11 10 5 = NAILED NAILED NAILED NAILED 4x5= 2x4 1 4x2x4 I NAILED NAILED 76-12 2-56 5-1-4 6-10-2 -2- 9-3-9 it-it-5 14-4-13 2-56 2-7-12 1-8-13 16-13 2-7-72 2-56 0.46 Plate Offsets(X Y)-- [2:0-2-12 0-2-81 14.0-2-4 0-2-121 f6:0-2-4 0-2-121 [8.0-2-12 0-2-8) [12:0-2-0 0-1-81 [16:0-2-0 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 0.64 Vert(LL) -0.05 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.11 14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 18=964/0-5-8,10=964/0-5-8 Max Horz 18=109(LC 7) Max Uplift 18=358(LC 8),10=358(LC 8) Max Grav 18=981(LC 17),10=981(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-937/179,3-4=-1517/289,4-5=-1372/303,5-6=-1374/303,6-7=-1 513/289, 7-8=-934/179,2-18=1 011/371,8-10=-1005/371 BOT CHORD 16-17=-282/77,3-16=-286/88,15-16=-196/1322,14-15=-276/1445,13-14=-233/1426, 12-13=-148/1266,11-12=-282[77,7-12=-286/88 WEBS 3-15=-165/252,7-13=-1 44/252,2-17=-178/919,8-11=-178/919,5-14=0/342 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint 18 and 358 Ib uplift at joint 10. 6)"NAILED"indicates 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=-60,2-4=-60,4-5=-60,5-6=-60,6-8=-60,8-9=-60,17-18=-20,12-16=-20,10-11=-20 Concentrated Loads(lb) Vert:5=-105(B)15=-4(B)14=-20(B)13=-4(B)19=42(B)20=-62(B)21=-62(B)22=-42(B)23=-30(B)24=-27(B)25=-27(B) 26=-30(B) 0 WARNING-V&-W dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.l aW)2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an k1dlNdual building component not a truss system.Before use,the building designer must verify the apPlbability of design parameters and properly incorporate this design Into the overall brAdhlg design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaNabte from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087917 14097TO T69 Half Hip Girder 2 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:27 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-15AI71 ygyZ4TH W E Hcfc7O0vM W xl W zT6TN7ewEtybLTE 2-0-0 3-0-0 2-0-0 1-0-0 NAILED Scale=1:9.9 2 3 5.00 12 4x5— O 1 ur 5 NAILED 4 2x4 11 3x4— 3x6 II 0-3-0 2-0-0 3-0-0 Q3-0 1-9-0 1-0-0 Plate Offsets(X Y)-- 11:0-0-0,0-1-61,[1:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 3=28/Mechanical,4=107/Mechanical,1=124/0-3-8 Max Horz 1=35(LC 8) Max Uplift 3=-20(LC 4),4=-62(LC 8),1=-37(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint 3,62 Ib uplift at joint 4 and 37 Ib uplift at joint 1. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:2=-5(B)5=-20(B) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MI7473 rev.laV3/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the brdlding designer must verity the applicability of design parameters and properly Incorporate flits design Into the over,, building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addition,temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inhay and property damage. For general guidance regarding the fabr caflon,storage,de,lvery,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 T12087918 14097TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:30 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-igsQ13_ZFUS28zzsHnAgOfXps819Ag8v35sarCybLTB 5-10-9 5-10-9 Scale=1:10.9 2x4 11 2 3.00 Fl2 4 1 I 1 y a 0 3 3x4 20 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) rda rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) rl/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=179/5-9-9,3=179/5-9-9 Max Horz 1=51(LC 8) Max Uplift 1=-50(LC 8),3=-63(LC 8) 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=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 5-8-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 50 Ib uplift at joint 1 and 63 Ib uplift at joint 3. A WARNING-Verify deetgn parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE 11111-7473 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 appik:ability of design parameters and properly Incorporate this design into the overall bullcIN design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSi/TPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12087919 1409770 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:32 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-e2zBA1Opm5ilNH6FPCC154dDzyUpdkeCW PLhw4ybLT9 3-2-9 3-2-9 Scale=1:6.7 3.00 12 2 l i I i � cl 6 3 3x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:8 l FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=79/3-1-9,2=59/3-1-9,3=20/3-1-9 Max Horz 1=23(LC 8) Max Uplift 1=-22(LC 8),2=37(LC 8) Max Grav 1=79(LC 1),2=59(LC 1),3=39(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=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces 8r MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI)TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 Ib uplift at joint 1 and 37 Ib uplift at joint 2. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB-7473 rev.f 070awl S BEFORE USE. Design vaiid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a tnlss system.Before use,the building designer must verify the applicability of design parametersand properly incorporate this design into the overt, bLAcNng design. Bracing Indicated Is to prevent bucking 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 possBde personal injury and property damage. For general guddance regarding the 6904 Parke East Blvd.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI i Quality Criteria,DSB-89 and BCSI Building Component Safety Information avt,able from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply 712087920 14097TO I V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:36 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-XpDiO63KgKC BsuQOe2H EGwnsnZpOZW cnROJ u3rybLT5 16-0-8 16-0-8 2.00 12 Scale=1:25.7 5 6x6= 12 4 3 2 11 1 I 10 9 8 7 6 6x6= 16-0-8 16-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ( BC 0.13 Vert(TL) n/a Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-8. (lb)- Max Horz 10=130(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)6 except 7=-143(LC 9),8=-130(LC 9),9=-203(LC 8) Max Grav All reactions 250 Ib or less at joint(s)10,6 except 7=342(LC 1),8=305(LC 1),9=350(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-7=-257/190,2-9=-260/219 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-10-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 2x4 MT20 unless otherwise indicated. 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)R This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 7=143,8=130,9=203. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M8-7473 rev.10/03/2013 BEFORE USE. Design valkl for use only with Mllek connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI SuNdMg Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12087921 14097TO VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Thu Sep 21 17:03:39 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-xOuge85C7FamjM9bJAgxtYPC RnjQmtbE7_YZfAybLT2 16-0-8 16-0-8 Scale=1:27.8 2.0012 2x4 I 4 2x4 I' 11 10 3 6x8= 2 9 8 Li1 1� _ 0 3x8- 7 6 5 7x6= 2x4 I' 2x4 11 0-9-15 16-0-8 0 9-15 16-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:59 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. All bearings 16-10-7. (lb)- Max Horz 1=136(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)5,6 except 1=-106(LC 8),7=-322(LC 8) Max Grav All reactions 250 Ib or less at joint(s)5,6 except 1=295(LC 1),7=728(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-523/386 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-9-15 to 2-2-1,Interior(1)2-2-1 to 15-10-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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)5,6 except(jt=1b) 1=106,7=322. Q WARNING-Vaulty design perarrwten:and READ NOTES ON THIS AND INCLUDED iNITEK REPERANCE PAGE MR-7473 rev.10N3/1015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorriorate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI iek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guAdance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and tru ss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,238 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply T12087922 14097TO V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:03:42 2017 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-MzazH985QAzLaptA_JOeVB1 mh_mezEVggymDGVybLT? 13-9-4 13-9-4 Scale=1:22.4 2x4 11 3 2.0012 I2x4 11 2 7 6 1 a 6 O 5 4 3x8= 2x4 11 2x4 I i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/P12007 Matrix-S Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=253/13-7-12,4=25/13-7-12,5=662/13-7-12 Max Horz 1=106(LC 8) Max Uplift 1=-93(LC 8),4=-11(LC 8),5=-290(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-478/349 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave--lft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-10-8 to 4-10-8,Interior(1)4-10-8 to 13-7-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4 except Qt=1b) 5=290. A WARNING-VeH1y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB4473 rev.1010311015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component 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 siabglly and to prevent collapse with possible personal inpxy and property damage. row general guidance regarding the fabrication,storage,delivery,erection and bracing of misses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component _ 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712087923 14097TO V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 112017 MiTek Industries,Inc. Thu Sep 21 17:03:46 2017 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-EIpU6XBbTPTm3RBxD8Saf 1 CQyb7Qv36GkakQ0GybLSx 8-9-4 8-9-4 Scale!3/4'=1' 2x4 11 2.00 F12 2 5 4 1 a d 0 3 3x4= 2x4 I 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) n/a rda 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 r1/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=270/8-7-12,3=270/8-7-12 Max Horz 1=61(LC 8) Max Uplift 1=-108(LC 8),3=-119(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft L=24ft eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-10-8 to 4-10-8,Intehor(1)4-10-8 to 8-7-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber D0L=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=108,3=119. A WARNING-Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overt" building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members orgy. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent ctlapse with possible personal In)rxy and property damage. for general guidance regarding the fabrk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSB-89 and BCSI Butiding Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. ao p D W y Zm o 'o .� m <D m y Z D x o I I \ o W }� Q m Q n V n�0aop�Z7 ;0 Q_Q Q D c 0 A = >_ 0 � Qm (Qm0 n oa O m � � � OQH Z � m Z N � 0C0rp � o0Qo m - a mA QcDoon(� y DmQ7 Qa_6 (D 4(D Q-g 3 ( SZQOo Q 3 ( N WOO 3 0-((D) NQ (D (D 7 yQ 3xN Q O S16 _ O5-_�(D _Qcn O (D O O Q (D 3N O 3 Q CL _� N N (DQ m Q7 (�D N( n0 �(D� O COQ -0 D7 N 3tnQ7(D Z cv,w0 7 (D p O Q O �G Z Q N �. Q+-� O (D O (D �0 D (N m 0 N n-aQ N ��-6 (D 0�3 0 O Q 00 �O 7 Q�. 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DATE: October 24, 2017 RE: Atlantic Beach Ambassador- Lot 0061 Catalina/Coastal—Revision#156492 On the above referenced lot, this letter shall be used to revise or clarify the following condition(s): 1. Added dimensions to indicate overall height from grade on all building elevations; clouded and tagged on sheets A5.82 &A5.1.82. If you have any questions regarding this letter feel free to contact me at Toll Architecture (407)-248- 5800. Sincerely, OF F4 o00000 0 1 0 L 0 0 0 0 0 AR9 0 a V. 00 6 1s F 0000 T RED A�G� Manuel Gonzalez, AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando,FL 32819 ■ (407)248-5800 ■ FAX: (407)248-5899 PHILADELPHIA■ORLANDO ■ DALLAS ■ SEATTLE A lr011'Brothers COMPANY Register J Cash Y J City . Beach R4161 DESCRIPTION • CITY PAID PermitTRAK $55.00 RE517-0210 Address: 1822 ATLANTIC BEACH DR APN: 169505 1600 $55.00 ROOF SHEATHING 02/05/2018 MJ $55.00 ROOF SHEATHING 02/05/2018 MJ 45500003221002 1 0 $55.00 :TOTALRECEIPT: 11 Date Paid:Tuesday, February 06, 2018 Paid By: TOLL BROS.,INC Cashier: CB Pay Method: CREDIT CARD 10 Printed:Tuesday, February 06,2018 4:27 PM 1 of 1 j1 TMKiT