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1877 Atlantic Beach Dr - New Single Family Residence Permit ELECTRICAL RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ERES18-0340 800 SEMINOLE ROAD ISSUED: 10/16/2015 ATLANTIC BEACH. FL 32233 EXPIRES:4/14/2019 MUST • • , • • • • BY • 1 • • • CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. • • ADDRESS: 1877 ATLANTIC BEACH DR ELECTRICAL RESIDENTIAL electrical service for $600.00 swimming pool TYPE OF BUILDING • • GROUP: ATLANTIC BEACH 169505 1565 COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: DAVID PRUETTES 331-8P PARKRIDGE AVE ORANGEPARK FL 32065 ELECTRICAL SVC. • DD TOLL FL VI LIMITED 250 GIBRALTAR RD HORSHAM PA 19044 PARTNERSHIP WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT' QUANTITY PAID AMOUNW�55.W EIEC SWIMMING POOLS 655-0000.322-1000 0 ELECFRICAL BASE FEE 4550006322-1000 0 STATE DBPR SURCNARGE 455-0000.208-0)00 0 Issued Date:10/16/2016 2 of 2 A 2 ELECTRICAL RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ERES18-0340 800 SEMINOLE ROAD ISSUED: 10/16/2018 ATLANTIC BEACH.FL 32233 EXPIRES:4/14/2019 STATE DG SURNMGE 055-0000-2pB-Ofi00 0 $2.UW TOTAL:$99.00 Issued Date:10/16/2018 2 of 2 ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH _800 Seminole-Rd,-Atlantic Be"FL 32233- — Ph(904)247-5826 Fax(904)247-5845 X265 I$- SIU JOB ADDRESS: 187? FtTIal)b-!_ B&Lk jl�tj, PERMIT# Pool l8- JEA INFORMATION REQUIRED ON ALL PERMITS AMPS - VOLTS PHASE VALUE OF W0RK$L,Qt)O.CQ NEW SERVICE ❑ Overhead ❑ Underground D Underground up Pole ❑Residential(Main)Service 00-100 amps 0101-150amps 0151-200amps 0 amps #of Meters El Commercial(Main)Service 00-100 amps 0101-150amps 0151-200amps O amps OCT Service amps Conductor Type size ❑Multi-Family(Main)Service 00-100 amps 0101-150amps 0151-200amps ❑ amps Of Unit Meters - ❑TemporaryPole ❑ amps SERVICE UPGRADE ❑ amps ❑ CTService amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service_amps ADDITIONS,REMODELS,REPA][ S,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits kw Number of Lighting Outlets, Including Fixtures: OTHEtygt�,ECTRICAL PROJECTS !Swimming Pool OSign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors_hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WOR%$ REPAHLSAIISCELLANEOUS ❑Replace Bumt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG ❑Other. Permit becomes void if work docs not comoncow within a six mwuth period or work is suspended orabondoned for six maths. I hereby certify that I have 'cad this application and know the same to be bre and correct. All provisions of laws and ordinances governing this work will be complied with whether specified ornot The permit does not give authority to violae the pmvisions of any other state or local law regulation construction or the performance of wnstmction. ?roperty Owners Name� 10tt Ii.YiJYN s / L- Phone Number �1 -t ?lectrical Compp=y7:D od Pruelk,I E7eif Y/Cal SYC. Office,Pvho�n�e 7R5 Fax 370-' 29 'o.Address: 33 t --7-ka_k C.}"( j� State r-_(, rZ+�iip��_,:n�,O't.9,4� 'Acense Holder(Print): ffiS ertification/Registration# f Z22AA3 Votarized Signature of License Holder CN0 RO 'r Before me flys 1�day of 20 _ Neo''�ane 0' .a® l Canmisslm I GG 111915 II ?o,,,,. M9 Comm.ExoraAug 2l,iSigtattueofNotary Public S V -�annded through National Notary CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0101 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 425771.5 Issue Date: 4/11/2018 Expiration Date: 10/8/2018 PROPERTY ADDRESS: Address: 1877 ATLANTIC BEACH DR RE Number: 169505 1565 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. r1�1 j s� 9� Permit Conditions City of Permit Number: RES18-0101 Description: NEW SINGLE FAMILY RESIDENCE Applied: 3/15/2018 Approved:4/3/2018 Site Address: 1877 ATLANTIC BEACH DR Issued:4/11/2018 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 3/16/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 2 3/16/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 3/16/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 3/16/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc., Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 3/16/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. Printed:Wednesday, 11 April,2018 1 of 2 00 J n� PermitConditions City of Atlantic Beach 6 3/16/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 3/16/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 8 3/21/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 9 3/21/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 10 1 3/21/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Printed: Wednesday, 11 April, 2018 2 of 2 0 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road {�F�l ` )I 0 �r Atlantic Beach, Florida 32233-5445 I Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: l ES City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( Pj7 P ZTc_At2T(C . C__qC% D gartrnent review required Ye No Buildin Applicant: annin &Zoni � ree Administrator Project: ��C—G✓�"� S[ I�C�LC �--� � l,L-/ i<PU� cf—Uti itie u isaey 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. E]Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: KApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: M ` Date:ZA/1 dJ �— FIRE SERVICES Third Review: ❑Approved as revised. ❑Den d. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH Y' MAR 2 8 2018 800 Seminole Road Atlantic Beach, Florida 32233 OFFICE COPY REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 3/28/2018 Revision to Issued Permit Corrections to Comments X Permit #RES18-0101 Project Address 1877 Atlantic Beach Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision /Corrections: Permit Fee Du Resubmit correct arch plans showing AC pad on the rear e. Resubmit door schedule with correct window on second floor. Additional Increase in Building Value $ Additional S.F. By signing below, I Audrey Regnier affirm the Revision is inclusive of the proposed changes. (printed name) fl 3/28/2018 Signature of Co actor/Agent( ntractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments artment Review Required: R ng & Zonin Reviewed By Tree Adminis r Public Works L Public Utilities 3 20! Public Safety Date Fire Services 'sS CITY OF ATLANTIC BEACH OFFICE r PV 800 SEMINOLE ROAD w' ATLANTIC BEACH, FL 32233 (904) 247-5800 Jl��Jf, BUILDING REVIEW COMMENTS Date: 3/23/2018 Permit M RES18-0101 Site Address: 1877 ATLANTIC BEACH DR Review Status: RE#: 169505 1565 Applicant: TOLL BROS.,INC VF Property Owner:TOLL FL VI LIMITED PARTNERSHIP Email: AREGNIER@TOLLBROTHERSINC.COM Email: Phone: 9043866472 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. a window in the second floor hall bathroom between#2 &#3 bedrooms needs to have tempered glass according to e code number listed here. FBC-Residential 6th Edition, R308.4.5. Resubmit corrected door schedule page A3.N,with corrected information under door schedule REMARKS. 2 COPIES. 'ec. J70or �20� Building 2( Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us &M0614 l-,<o/ Q-ev J eL, Co,�r vrP,,,✓�3 �/2 3� 2e I Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left Building Permit Application OFFICE tQONZf 17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 1877 Atlantic Beach Drive Permit Number: es l (�l Legal Description Lot 54 Atlantic Beach Country Club Unit 2, Parcel #67-52 16-25-29E RE# 169505-1565 Valuation of Work(Replacement Cost)$384419 Heated/Cooled SF 3310 Non-Heated/Cooled 1058 • 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#SPP attarhPri for multiple products use product approval form Property Owner Information Name: Toll FL VI Limited Partnership Address: 160 Cape May Avenue City PonteVedra State FL Zip 32081 Phone 904-217-0739 E-Mail aregnier@tolIbrothers.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 Vedra State FL Zip 32081 Office Phone 904-595-5243 Job Site/Contact Number 904-595-5243 State Certification/Registration# CGC1510225 E-Mail aregnier@tollbrothers.com Architect Name&Phone# Toll Architecture(407)248-5800 Engineer's Name&Phone# Lou Pontigo&Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expries 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. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAN G, CONSULT WITH YOUR LENDER OR AN ATTORNE EFORE RECORDING YQWNOTICE OF COMMENCEMENT. nature of Owner or Agent) (Sigtur of Contractor) (including contractor) Q Signed an sworn to(or affirmed)before me this �i day of Signed and sworn to(or affirmed)before me this 9 day of r I ,by 5+Q-ye— M 9_r+et/ o��g ,by 5+,e Vt- kl--� (Sig ture of Nota (Sign ure of Nota [personally Known OR ; L AUDREY N REaNIER [ Personally Known OR AUDREY N REQI#ER [ ]Produced Identificatio ': �:= �r My COMMISSION It FF946491 [ ]Produced Identification MY COMMIS810N#FF946491 Type of Identification: ExPtRFs n8. Type of Identification: _rxpl RES Ocembu 21.2019 Iw/iNrSCt�3 v�orgsNptaSrviucom FWrWN $WWA " OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6" Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') 3310 Non-Habitable Space (ft") 10 5 LAND INFORMATION: Zoning District Oe L Flood Zone X Minimum FFE //, ay BUILDING INFORMATION: Construction Type V 6 Occupancy Group Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Prvp o S eon /2, 00 Rev. 2.7.2018 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r I 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ( I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �j� / TC I��V T( C . _ C D pa-rtment review required Yes No Buildin Applicant: (, CDS annin &Zoni ,ree Administrator Project: Fl i_ is or s is ti itie u is aey Fire Services Review fee $ Dept Signature 1 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. VDenied. ❑Not applicable (Circle one.) Comments: �,+e C BUILDING >� n J �G�c �� _qe< C41() PLANNING &ZONING Reviewed by:li� Date: 3-1c/—i6 TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 3--7c,-i e FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 l2 V 1_.:�' r..1 IDCITY OF ATLANTIC BEACH 800 Seminole Road y VAR 2 8 2018 Atlantic Beach,Florida 32233 J REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 3/28/2018 Revision to Issued Permit Corrections to Comments X Permit#RES18-0101 Project Address 1877 Atlantic Beach Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee Due $ Resubmit correct arch plans showing AC pad on the rear of the house. Resubmit door schedule with correct window on second floor. Additional Increase in Building Value $ Additional S.F. By signing below,i Audrey Regnier affirm the Revision is inclusive of the proposed changes. (printed name) �Z'ej3/28/2018 " fl — Signature of Co actor/Agent( ntractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments D _artment Review Required: X!nig &Zonin Reviewed By Tree Admin is r Public Works :3 Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 3/23/2018 Permit#: RES18-0101 Site Address: 1877 ATLANTIC BEACH DR Review Status: REM 169505 1565 Applicant: TOLL BROS.,INC Property Owner: TOLL FL VI LIMITED PARTNERSHIP Email: AREGNIER@TOLLBROTHERSINC.COM Email: Phone: 9043866472 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The window in the second floor hall bathroom between#2 & #3 bedrooms needs to have tempered glass according to the code number listed here. FBC-Residential 6t"Edition, R308.4.5. Resubmit corrected door schedule page A3.N, with corrected information under door schedule REMARKS. 2 COPIES. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mJ ones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 3/20/2018 Permit#: RES18-0101 Site Address: 1877 ATLANTIC BEACH DR Review Status: DENIED REM 169505 1565 Applicant: TOLL BROS.,INC Property Owner:TOLL FL VI LIMITED PARTNERSHIP Email: AREGNIER@TOLLBROTHERSINC.COM Email: Phone: 9043866472 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: A/C Location:The site plan shows the A/C equipment located behind the house while the floor plan shows the A/C equipment located on the side of the house. Please clarify the location of the A/C equipment and show that it is located at least 3 feet from the property line, if necessary. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. NOTICE OF COMMENCEMENT State of: FLORIDA Tax Folio No. 169505-1565 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 54 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E 152 Address of property being improved: 1877 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: ontractor: TO 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 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 receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),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: Doc#2018050594,OR BK 18301 Page 2488, Before me t Date: Number Pages:1 State Of Flor d h ersonall y appeared f u, the Co my of St.Johns, Recorded 03/05/2018 08:15 AM, a' p y - y Q Q-�k� RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Publi at Large,State of Florida,County of ST.JOHNS. COUNTY My commission expires: 1 lot RECORDING $10.00 Personally Known: or Produced Identification: i : JNAUDREY N EGMEft 4 MY COMMISSION 0 FF94949t •, ,�� EXPIRES December 28.2019 14n/i 19h.m,1 a��.u.,....c,.-�_____ City of Atlantic Beach APPLICATION NUMBER JS s� Building Department (To be assigned by the Building Department.) 800 Seminole Road MAR 15 2018 F 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: g� 7 RT(_At2`1"(Q_ f�L8CJ4 Qopartmept review required Yes No Buildin Applicant: C) A.-� (� ��S annin &Zoni ree Administrator Project: Gkp i "Le is or s �— is ti itie _' uis aey Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: �� '" Date: Or TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PU - WORKS Com ents: BLIC UTIeIT✓IES PUBLIC SAFET'�y Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ' City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT - — 1200 Sandpiper Lane ' Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date 3-0—/ Project Address ( e 77 ARA-)-n-c Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# Water System Development Charge $ j 140 . CSQ Sewer System Development Charge $q. Cl�, 0- Water Meter Only $ CS-C Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50 Other $ TOTAL $ J, y (Notes) APPROVED Kayle Moore, P.E. Date 3 d n g Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER `mss Building Department (To be assigned by the Building Department.) 800 Seminole Road 201Q �i�l�� /�l C j Atlantic Beach, Florida 32233-5445 MAR 5 U l Phone(904)247-5826 " Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us -- APPLICATION REVIEW AND TRACKING FORM Property Address: �j� PTC-At r(C . C(�C D yart ent review required Yes No Buildin Applicant: C�) �-�- (� S ranning &ZoniAdministrator Project: �"� Si L; C- LC Fpomis Wor s Ti fie is aey 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: 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 Ah REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 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 1877 Atlantic Beach Dr, Parcel#67-132 08-2S-29E • 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. SER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from/#y of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by t SER. Date Property Owner: tev R. Merten,Division President,TOLL FL VI,LP (signed in present o otary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNR The foregoing instrument was acknowledged this�a day of_ (� U(� ,� ,20 by S-'�-eVe- imy ve "r-y ,who personal y appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. a AzS44, In -a�' Signature of Nolky Public,State o Florida Approved/Public Works D artment: Personally Known Produced Identification(Type) AUDREY N REGNIEA Scott Williams, Pu lic orks Director MY COMMISSION X FF94&91 EXPIRES December 2a.2019 IOJ bte5 FbtweNOt! .c" /l ` RIGHT-OF-WAY/ EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1877 Atlantic Beach Drive Phone 904-595-5243 Permittee Steven Merten Email aregnier0tollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location(Reference to Cross-Street) Coastal Oak Lane&Atlantic Beach Dr. -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 days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights a#privileges. • The Director of PuW Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon pletion. Date I /221/1$ Permittee: Steven R.Me en vision President,TOLLFL VI,LP(signed in presence of Notary Publi ) STATE OF FLORIDA,COUNTY OF SAINT JOHN The foregoing instrument was acknowledged this day of ft ay►VGt6-t ,20 c by J�'L�L, m earlf�&v-\ ,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. / Personally Known V SigAN Produced Identification(Type) N REGNIER MY COMMISSION#FF946491 EXPIRES December 28,2019 iu;ir�e�� F oom FORM R405-2017 dcle FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Terrano 3310 Left W Builder Name: 'toll Brothers Street: Lot 54 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: -261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3711.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3509.20 ft' b.Frame-Wood,Adjacent R=13.0 202.50 ft' 3. Number of units,if multiple family 1 c.N/A R= -ft2 -4. Number of Bedrooms 5 d.N/A R= .ft2 5. Is this a worst case? No 10.Ceiling'Types.(1868.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 1632.00 ft' 6. Conditioned floor area above grade'(ft') 3310 b.Under Attic(Vented) R=19.0 236.00 ft' Conditioned floor area below grade(ft') 0 c.N/A R= ft' 11.DuctsR ft2 7. Windows(502.1 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 512 a. U-Factor: Dbl,U=0.34 502.11 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a..Central Unit 60.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 60.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.878 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems 8. Floor Types (3310.0 sqft.) Insulation Area a.Natural Gas Tankless Cap: 1.gallons EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 1714.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1442.00 ft' None c.other(see details) R= 154.00 ft' 15.Credits Pstat Glass/Floor Area: 0.152 Total Proposed Modified Loads;...80.87 n r% Total Baseline Loads: 93.01 �J� I hereby certify that the plans and specifications covered by Review of the plans and � 'tIE ST1�6 this calculation are in compliance with the Florida Energy specifications covered by this Code. - calculation indicates compliance with the Florida Energy Code. r�+r«a '�.; ?.?.:•`"�, cra PREPARED BY: �GD�'6 ��•�/!/�wp' Before construction is completed DATE: o �e►G' - , � 1 ? ? r� this building will be inspected for compliance with Section 553.908 n ,t I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energ ode. �Qv VWVV OWNERlA ENT BUILDING OFFICIAL: DATE: V DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA OFFICE C®PY Project Name: Toll Brothers, Inc. Permit# Project Address: 1877 Atlantic Beach Drive,Atlantic Beach,FL 32233 Lot 54 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.or$. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Wood Edge,Steel N/A Double-FL8228.6 Single-FL6506.4 Simpson Door Company Wood Door FL 14487.1 Thenma-Tru Fiberglass/Wood Door N/A FL 5262.3 2. Sliding PGT 2500 Aluminum Slide Glass +25/-25 FL 251 3. Sectional Clopay Building Products Section Ext.Door +20/-20 PSF FL15279.1/FL15279.3 4.Roll up 5.Automatic 6. Other B.WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2.Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3. Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7.Pass-through 8.Projected 9.Mullion PGT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11.Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 IFL 10008.1 12. Glass Block JUS Block/Hy-Lite Glass Block Window 70 PSF JFL 185.12 Category/Subcategory Manufacturer Product Description Limitation of Use State F F I C"ra'Uf*'0PY C.PANEL WALL 1.Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles N/A 12875.1 2.Soffits/Ceilings James Hardie Building Products, Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4.Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic Stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. Timberline 30 year Arch Shingles N/A FL 10124.1 2.Underlayments Woodland Industries,Inc. Felt N/A FL 1814.12 Boral Roofing Roof Underlayment N/A FL 14317.1 3.Roofing fastners 4.Nonstructural metal roof Millennium Metals,Inc. Metal Roofing-M seam N/A FL 5211.3 R6 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/stakes Watkins Sawmill LTD. Wood Shingles and Shake N/A FL 13714.1 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Pli-Deck WaIkina deck membrane N/A JFL 12407.1 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local' E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels Town and Country Industries Storm shutters N/A FL 11963 4.Colonial 5.Roll-up 6.Equipment 7.Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Strong Tie Per engineering 2.Truss plates Alpine Engineered Truss plate conn. Per engineering 3.Engineered lumber Georgia Pacific Eng.Lumber FL 2023.1 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight Sun Tek FGC Skylite FL 2442 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural I OSB(roof and wall);manufacturered by Huber Engineered Woods 2 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the F(C E COPY listed in this document must be approved by the Building Official. v Audrey Regnier (Contractor Name) (Print Name) (Signature) Company Name: Toll Brothers,Inc. Mailing Address: 160 Cape May Avenue City: Ponte Vedra State: FL Zip Code: 32081 Telephone Number: 904 217-0739 Fax Number: Cell Phone Number: 904-405-8969 Email Address: aregnier@tollbrothers.com FL#: FL 5211.3-R6 � f�ii1 if�f Date: 7/1/15 ESUCK / f gi Mei Ieei g Page Report No.. 615o 7 M-104 -ER Specialty Structural Engineerinq CBUCK,Inc.Certificate of Authorization 118064 Installation Method OFFICE COPY Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Profile Drawings 1" 16"Coverage Optional Striations 3/4" Typical Panel Profile View 16"o.c. Integral Snap Lock #10 Pancake-Head Screw 3/16"min. penetration thru deck Typical Assembly Profile View FL#: FL 5211.3-R6 Date: 7/ 1/ 15 ��UCK EngIneering RepoPage rt NO..750f 7 M S6W ER Sppcldlfiy Structural Eng1neaer1nq CBUCK,Inc.Certificate of Authorization 118064 Installation Method Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Fastener: #10 Pancake-Head Scre "M-Seam"Roof Panel 1 � � f ! 8"o.c Typical j ! -15/32"or 19/32"orreater Plywood,o� Insulation: 9 , -1l�od plank (Optional)3' max or 25 psi min. Typical Assembly Profile View TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: * Design Pressure: -84.25 PSF -91.75 PSF Deck Thickness: 15/32"or 19/32" 15/32" or 19/32" Fastener Spacing: 8" 4" *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. Ptylli-f441 nor -ars: OFFICE COPY FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method i Project Name: Terrano 3310 Left W Builder Name: Toll Brothers Street: Lot 54 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3310 sq.ft. Cond.Volume: 31504 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data � Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm 4 Pa cfm *Tested leakage must be less than or equal to the required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4:1.2'festing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either 5'r performance results demonstrate compliance individuals as defined in Section with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes ori,�r- individuals licensed as set forth in accordance with Section R402.4.1.2. •� Section 489.105(3)(f), approved third party.A written report of 0 y the results of the test shall be signed SIGNATURE: by the third party conducting the test ✓�, �� PRINTED NAME: and provided to the code official. COD WE'l"�� DATE: BUILDING OFFICIAL: DATE: 22 Z al 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 OFFICE CO, FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Terrano 3310 Left W Builder Name: Toll Brothers Street: Lot 54 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach ,FL, Permit Number. Owner: Toll Brothers Jurisdiction: .261300 Design Location: FL,Jacksonville County:: Duval(Florida Cllmate7-one 2) 1. New construction or existing New(From Plans) 9. Wall Types(3711.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3509.20 W b.Frame-Wood,Adjacent R=13.0 202.50 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= .ft2 5. Is this a worst case? No 10.Ceiling-Types.(1868.0 sgft.) Insulation Area a.Under Attic(Vented) R=38.0 1632.00 ft2 6. Conditioned floor area above grade'(W) 3310 b.Under Attic(Vented) R=19.0 236.00 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(502:1 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 512 a. U-Factor: Dbl,U=0.34 502.11 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a..Central Unit 60.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft2 a.Electric Heat Pump 60.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.878 ft. Area Weighted Average SHGC: 0.270 14. Hot water systems 8. Floor Types (3310.0 sgft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallonsEF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 1714.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1442.00 ft2 None c.other(see details) R= 154.00 ft2 15.Credits Pstat Total Proposed Modified Loads:—80.87 Glass/Floor Area: 0.152 P : ,&Qs Total Baseline Loads: 93.01 I hereby certify that the plans and specifications covered byReview of the plans and O�'fH� Tq� this calculation are in compliance with the Florida Energy specifications covered by this �• _ p Code. calculation indicates compliance 10'��i„��D�t with the Florida Energy Code. rnrr PREPARED By. �%J �r6 4*�441-41'/dtwp. Before construction is completed -- ' DATE: o?emlpt'g this building will be inspected for O f: compliance with Section 553.908 a I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energ ¢ode. COQ 1ATE OWNER/A ENT / BUILDING OFFICIAL: DATE: DATE: O! Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Pagel of 5 FORM R405-2017 PROJECT Title: Terrano 3310 Left W Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3310 Lot# Owner Name: Toll Brothers Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 54 Atlantic Beach C Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 3310 31504 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1714 17140 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1596 14364 No 5 4 1 Yes Yes Yes FLOORS # FloorType Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor 154 ft2 0 0 0 1 / 2 Slab-On-Grade Edge Insulatio Main 141 ft 0. 1714 ft ___ 0 0 1 3 Floor Over Other Space 2nd Floor 1442 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2023 ft2 0 ft2 Medium 0.6 N 0.9 No 0 22.6 ATTIC V type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1868 ft2 N N 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 Blown 218 ft2 0.11 Wood 2 Under Attic(Vented) Main 19 Blown 54 ft2 0.11 Wood 3 Under Attic(Vented) 2nd Floor 38 Blown 1414 ft2 0.11 Wood 4 Under Attic(Vented) 2nd Floor 19 Blown 182 ft2 0.11 Wood .WALLS VZ9 Ornt In IAJnll:[�Ipe Adjacent Space Cavity Width Height Sheathing Framing Solar Below p ue Et la Ft In Area R-11-alue-Eraction--Absor. Gra 1 W Exterior Frame-Wood .2nd Floor 19 39 8 9 0 357.0 ft2 0 0.23 0.6 0 2 W Exterior. Frame-Wood Main 19 19 2 10 0 191.7 ft2 0 0.23 0.6 0 3 S Exterior Frame-Wood 2nd Floor 19 45 9 9 0 411.8 ft2 0 0.23 0.6 0 0 4 S Exterior Frame-Wood Main 19 69 .2 10 0 691.7 ft2 0 0.23 0.6 0 5 E Exterior Frame-Wood 2nd Floor 19 39 8 9 0 357.0 ft2 0 0.23 0.6 0 6 E Exterior Frame-Wood Main 19 39 8 10 0 396.7 ft2 0 0.23 0.6 0 7 N Exterior Frame-Wood 2nd Floor 19 45 9 9 0 411.8 ft2 0 0.23 0.6 0 8 N Exterior Frame-Wood Main 19 69 2 10 0 691.7 ft2 0 0.23 0.6 0 9 W Garage Frame-Wood Main 13 .20 3 10 0 202.5 ft2 0 0.23 0.01 0 , DOORS # Ornt Door?ype Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None .6 3 8 24 ft2 2 W Wood Main None .39 .2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang 1/ # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0:34 0.27 N 15.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 2 W 1 Vinyl Low-E Double Yes 0.34 0.27 N 24.0 ft2 1_ft 0 in -1 ft 6 in Drapes/blinds Exterior 5 3 W 2 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 . -4 S .3 Vinyl Low-E Double Yes 0.34 0.27 N 20.0 ft2 1 ft 0 in 1'ft 6 In Drapes/blinds Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.34 0.27 N 24.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 6 E 6 Vinyl Low-E Double Yes 0.34 0.27 N 128.0 ft2 8 ft 2 in 1 ft 6 in None Exterior 5 7 S 3 Vinyl Low-E Double Yes 0.34 0.27 N 15.0 ft2 1 ft 0 in -1 ft 6 in Drapes/blinds Exterior 5 8 S 4 Vinyl Low-E Double Yes 0.34 0.27 N 24.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 9 E 6 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 8 ft 2 in 1 ft 6 in None Exterior 5 10 E 6 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 8 ft 2 in 1 ft 6 in Drapes/blinds Exterior 5 11 E 5 Vinyl Low-E Double Yes 0.34 0.27 N 35.6 ft2 ,1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 12 E 5 Vinyl Low-E Double Yes 0.34 0.27 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 13 N 7 Vinyl Low-E Double Yes 0.34 0.27 N 30.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 14 N 7 Vinyl Low-E Double Yes 0.34 0.27 N 8.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 15 N 8 Vinyl Low-E Double Yes 0.34 0.27 N 3.6 ft2 1 ft 0 in 1 ft 6 In None Exterior 5 16 N 8 Vinyl Low-E Double Yes 0.34 0.27 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 17 W 2 Vinyl Low-E Double Yes 0.34 0.27 N 16.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 18 W 1 Vinyl Low-E Double Yes 0.34 0.27 N 12.0 ft' 1 ft 0 in 1 ft 6 In None .Exterior 5 19 E 5 Vinyl Low-E Double Yes 0.34 0.27 N 9.0 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall insulation 1 577 ft' 577 ft' 74 ft 9 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000423 3675.5 .201.78 379.47 .4013 7 HEATING SYSTEM # System Type Subtype - Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 60 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 60 kBtulhr 1800 cfm 0.75 1 sys#1 HOT WATER SYSTEM # SysternType SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gal 55.1 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert-# Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply-- —Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 512 ft' Attic 213 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolingan [[ ]]Feb Mar JA r may �X]Jun X]Jul rj AuSe Oct Nov Dec HeatinlX Jan [X]Feb f X1 Mar f Apr May E ]Jun E ]Jul Au �Xj SeP Oct X Nov X Dec Ventin [ Jan [[ ]]Feb [X Mar [X A r Ma ]Jun [ ]Jul Aug Se [X]Oct JX Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 .2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78' 78 78 78 78 78 78 80 80. 80 80 PM 80 80 . 78 78 '78 78 78 78 78 78 78 78. Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68, 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. Lot 54 Atlantic Beach CC, Atlantic Beach, FL, i I 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3509.20 ft2 b.Frame-Wood,Adjacent R=13.0 .202.50 ft 3. Number of units,if multiple family 1 c.N/A R=' . ft2 4. Number of Bedrooms 5 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No .a.Under Attic(Vented) R=38.0 1632.00 ft2 6. Conditioned floor area(W) 3310 b.Under Attic(Vented) R=19.0 236.00 ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.34 502.11 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:.2nd Floor 6 512 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a.Central Unit 60.0 SEER:14.00 SHGC: d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 60.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.878 ft. Area Weighted Average SHGC: 0.270 8. FloorTypes Insulation Area 14.Hot water systems Ca 1 gallons 2 a.Natural Gas p' a.Slab-On-Grade Edge Insulation R=0.0 1714.00 ft EF:0.8 b.Floor Over Other Space R=0.0 1442.00 ft2 b. Conservation features c.other(see details) R= 154.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �K>rsr Construction through the above energy saving features which will be installed (or exceeded) %,o� : Aao in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co compliant features. Builder Signature: Date: �, Address of New Home: City/FL Zip: a461 -i`C S� 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. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 I 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Lot 54 Atlantic Beach CC Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and.efficiencies of components installed in a dwelling unit.The building official.shall verify that the EPL display card completed and signed by the builder accurately reflects the plans. .and specifications submitted to demonstrate code compliance for the building.A copy of.the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1.Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4:1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed in accordance with the manufacturer's instructions and the criteria listed In Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4:1.2Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. - During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows,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 Uslm2),when tested according to NFRC 400 or HAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. j i 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room Insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested In accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1:1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(1),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.11 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403:3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41"C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. . Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 i MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least-3%Inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). r R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be.turned off. R403.5.6.2 Water-heating equipment. Water-heatirig equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. I R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,.Mechanical,as applicable,or with other approved means of ventilation Including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6:2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6:1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor•spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R4017 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. . Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUIV (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 -I MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be.used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry.bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. i Exceptions: 1.. Attached single-and multiple-family residential equipment sizing-may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2:1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403:7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. G R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403:7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403:7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through 8403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10:3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum.thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatorphe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND. LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps In permanently installed lighting fixtures shall.be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Terrano 3310 Left W Builder Name: Toll Brothers Street: Lot 54 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.- Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on i the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where;provided.instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated.. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids and walls or ce4lin a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2/6/2018 5:21 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Project Summary Dae: Maul 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:Korey@mcgowansac.com Web:www.mcgowansac.corn Proiect Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904) 217-0739 Fax: 904) 814-8173 Web:www.tollbrothers.com mail(: smerten@tollbrothersinc.com Notes: The Terrano 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 38446 Btuh Structure 29552 Btuh Ducts 6252 Btuh Ducts 7767 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 44698 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 39220 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/3758 cfm Structure 10781 Btuh Ducts 1396 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 3310 3310 Equipment latent load 9777 Btuh Volume(ft') 32211 32211 Air changes/hour 0.68 0.42 Equipment Total Load (Sen+Lat) 48997 Btuh Equiv.AVF (cfm) 363 227 Req.total capacity at 0.70 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0600000A0 Cond CH14NB0600000A0 AHRI ref 9162972 Coil FX4DNB061 L AHRI ref 9162972 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 39900 Btuh Heating output 54500 Btu h @ 47°F Latent cooling 17100 Btuh Temperature rise 28 °F Total cooling 57000 Btuh Actual air flow 1750 cfm Actual air flow 1750 cfm Air flow factor 0.039 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 0.75 Capacity balance point=28°F Backup: Input= 13 kW, Output=44698 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'T wrlgtstsoft" 2018-Feb-0616:34:15 Comfort Builder by Wrightsoft 18.0.08 RSU03444 Page 1 Brothers\Terrano 3310 Left W-Lot 54 ABCC.rup Calc=MJ8 Front Door faces: W N First Floor Breakfas Bedroom box 14 Family Roo 10 x 10 1 x 2 aan Ret Riser ® 16 x 1 14" B 14Sup Riser 414 O Kitcher 5„ 10 6 � mud roor 12 Stair lox 10 lox 10 8' b pan. utlerr 10" Hall 1 4 0 1bz6dy 10x6 6x14 6" 8' 6" Dining"Roor Garag( Foye Job#: McGowan's Heating & Air Conditioning, Scale: 1 : 89 Performed by Saldie Guintivano for: Page 1 Steve Merten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 18.0.08 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2018-Feb-06 16:39:26 Phone:(904)217-0739 Fax:(904)814-8173 www.tollbrothers.com smerten@tollbrothersinc.com www.mcgowansac.com Korey@mcgowansac.com ...no 3310 Left W-Lot 54 ABCC.rup N Second Floor Ret Riser 14" 4 alk-In 8,A Master Bedrool Bedroom 7 14" 7j 6 9" 14" 14" 9„ 6„ 6., r 16 x 10 x 6 Sup Riser 14 Xa,�1dr T j® 18" 184('18 a 1P 10 14" 10 x 10 Bath 3 4" 9 4x4 10x 0 Hall 10" ® Master Batt Hall 4 3" Fan tairEz' T 3" Fan 91, 12 x r�MNM�6 129c"12 12x6 7., Bedroom; 1 x 6 bonus rn 7" Loft 10x6 6" Foyer up Job#: McGowan's Heating & Air Conditioning, Scale: 1 : 89 Performed by Saldie Guintivano for: Page 2 Steve Marten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,A 32073 g 18.0.08 RSU03444 Ponta Vedra,FI 32081 Phone:(90a)217-0739 Fax:(904)81a-8173 Phone:904-278-0339 Fax:904-278-0366 2018-Feb-06 16:39:26 www.tolibrothers.com smerten@tollbrothersinc.com www.mcgowansac.com Korey@mcgowansac.com ...no 3310 Left W-Lot 54 ABCC.rup Manual S Compliance Report Dae: Main .+Sf'A�tHt'Rtf�1 I iw. " o By: SaldieGuintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park.FI 32073 Phone:904-278-0339 Fax 904-278-0366 Email:Korey@mcgowansac.com Web.www.mcgowansac.com Project Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.2°F Sensible gain: 39220 Btuh Entering coil DB: 75.9'F Outdoor design WB: 80.2°F Latent gain: 9777 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 48997 Btuh Indoor RH: 50% Estimated airflow: 1750 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0600000AO+FX4DNBO6IL Actual airflow: 1750 cfm Sensible capacity: 39070 Btuh 100%of load Latent capacity: 9732 Btuh 100%of load Total capacity: 48802 Btuh 100%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 44698 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: CH14NB0600000AO+FX4DNBO61L Actual airflow: 1750 cfm Output capacity: 43404 Btuh 97%of load Capacity balance: 28 °F Supplemental heat required: 1294 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1750 cfm Output capacity: 13.1 kW 100%of load Temp. rise: 108 °F Meets all requirements of ACCA Manual S. wrigMtsoft` 2018-Feb-06 16:34:15 Comfort Builder by Wrightsoft 18.0.08 RSW3444 Page 1 Brothers\Terrano 3310 Left W-Lot 54 ABCC.rup Calc=MJ8 Front Door faces: W i Duct System Summary Date: fax ftli� 1 Main 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:Korey@mcgowansac.com Web:www.mcgowansac.com Project For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com 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 0.072 in/100ft 0.072 in/100ft Actual air flow 1750 cfm 1750 cfm Total effective length (TEL) 544 It SupplyDetail Table 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 h 837 33 15 0.130 4.0 Ox 0 VIFx 30.7 152.0 st2 Bath 3 h 895 35 31 0.115 4.0 Ox 0 VIFx 22.7 185.0 st3 Bedroom 2 c 2789 122 131 0.084 7.0 Ox 0 VIFx 47.0 235.0 st5 Bedroom 3 c 2547 111 119 0.123 7.0 Ox 0 VIFx 13.1 180.0 st3 Bedroom 4 h 4069 159 107 0.131 7.0 Ox 0 VIFx 29.2 152.0 st2 Breakfast h 4420 173 106 0.072 7.0 Ox 0 VIFx 84.7 247.0 st7 Dining Room h 5956 233 228 0.075 8.0 Ox 0 VIFx 69.2 247.0 st7 Family Room c 4424 136 207 0.123 8.0 Ox 0 VIFx 35.7 157.0 st2 Hall 1-A c 813 36 38 0.094 6.0 Ox 0 VIFx 56.2 197.0 st6 Kitchen c 2567 113 120 0.075 7.0 Ox 0 VIFx 71.2 247.0 st7 Laundry-A c 849 6 40 0.124 5.0 Ox 0 VIFx 16.5 175.0 st3 Loft c 1632 61 77 0.087 6.0 Ox 0 VIFx 37.6 235.0 st5 Loft-A c 1632 61 77 0.085 6.0 Ox 0 VIFx 46.1 235.0 st5 Master Bath h 1187 46 46 0.115 5.0 Ox 0 VIFx 22.5 185.0 st4 Master Bedroom c 1934 85 91 0.115 6.0 Ox 0 VIFx 22.0 185.0 st4 Master Bedroom-A C 1934 85 91 0.116 6.0 Ox 0 VIFx 20.1 185.0 st4 Study h 912 36 26 0.095 6.0 Ox 0 VIFx 53.2 197.0 st6 Toilet h 301 12 9 0.115 4.0 Ox 0 VIFx 22.7 185.0 st4 Walk-In 1 h 881 35 34 0.126 4.0 Ox 0 VIFx 13.5 175.0 st3 bonus rm. c 2405 100 113 0.085 7.0 Ox 0 VIFx 45.6 235.0 st5 mud room h 1677 66 44 0.130 5.0 Ox 0 VIFx 30.8 152.0 st2 pan. h 184 7 3 0.076 4.0 Ox 0 VIFx 66.3 247.0 st7 wrilt, htsoft` 2018-Feb-0616:34:15 Comfort Builder by Wrightsoft 18.0.08 RSU03444 Pagel ...Brothers\Terrano 3310 Left W-Lot 54 ABCC.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 527 457 0.072 966 10.0 0 x 0 VinlFlx st6 st6 Peak AVF 598 521 0.072 762 12.0 0 x 0 VinlFlx st2 st5 Peak AVF 344 397 0.084 727 10.0 0 x 0 VinlFlx st4 st3 Peak AVF 186 224 0.115 507 9.0 0 x 0 VinlFlx SO st4 Peak AVF 572 633 0.084 592 14.0 0 x 0 VinlFlx st1 st1 Peak AVF 758 857 0.084 801 14.0 0 x 0 VinlFlx st2 Peak AVF 992 893 0.072 928 14.0 0 x 0 VinlFlx TableReturn Branch Detail 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 0 175 221 112.0 0.136 207 14.0 Ox 0 VIFx rt3 rb1 Ox 0 161 189 123.5 0.123 428 9.0 Ox 0 VIFx rt1 rsb3 Ox 0 567 478 137.1 0.111 1283 9.0 Ox 0 VIFx rt5 rb3 Ox 0 183 207 212.0 0.072 469 9.0 Ox 0 VIFx rt4 rb5 Ox 0 180 184 205.5 0.074 417 9.0 Ox 0 VIFx rt4 rb9 Ox 0 425 415 167.1 0.091 542 12.0 Ox 0 VIFx rt5 rb6 Ox 0 58 55 148.5 0.102 297 6.0 Ox 0 VIFx rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 234 276 0.102 258 14.0 0 x 0 VinlFlx rt1 rt5 Peak AVF 992 893 0.091 928 14.0 0 x 0 VinlFlx rt2 rt4 Peak AVF 363 391 0.072 366 14.0 0 x 0 VinlFlx rt1 rt1 Peak AVF 758 857 0.072 485 18.0 0 x 0 VinlFlx rt2 Peak AVF 992 893 0.091 928 14.0 0 x 0 VinlFlx wrightsoft` 2018-Feb-06 16:34:15 r Comfort Builder by Wrighlsoft 18.0.08 RSU03444 Page 2 AC ...BrotherslTerrano 3310 Left W-Lot 54 ABCC.rup Calc=MJ8 Front Door faces: W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely�on lumber values established by others. OFFICE �®P1/ MiTek RE: 15151 TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: Terrano - Coastal Tampa, FL 33610-4115 Lot/Block: 054 Subdivision: Atlantic Beach Address: ., . City: . 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: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 85 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. I Seal# Truss Name I Date No. Seal# Truss Name Date 1 T13272120 EJ02 2/20/18 18 T13272137 F13 2/20/18 2 T13272121 I EJ03 L 2/20/18_L19 T13272138 I F14 12/20/18 _ 13 1 T13272122 I EJ04 12/20/18 120 T1 32721 39 1 FG01 12/20/18 14 I T13272123 J EJ05 12/20/18 121 1 T1 32721 40 1 FG02 12/20/18 15 1 T1 3272124 1 EJ06 12/20/18 122 1 T1 3272141 1 FG03 2/20/18 6 1 T1 32721251 EJ 14 2/20/18 123 1 T13272142 FT01 2/20/18 7 IT13272126JEJ24 2/20/18 124 1 T1 32721431 HJ04 2/20/18 ' 18 I T13272127 I F02 12/20/18 125 1 T1 32721 44 1 HJ04A 12/20/18 19 I T13272128 I F03 12/20/18 126 1 T1 32721 45 1 HJ 14 12/20/18 110 1 T13272129 1 F04 12/20/18 127 1 T1 32721 46 1 HJ24 12/20/18 11 I T13272130 I F05 12/20/18 128 1 T1 3272147 1 HJ24A 2/20/18 112 I T13272131 I F06 12/20/18 129 I T13272148 I J01 2/20/18 113 I T13272132 I F07 12/20/18 130 I T13272149 1 J01 A, 2/20/18 114 I T13272133 I F08 12/20/18 131 I T13272150 I J02 2/20/18 15 IT13272134IF09 2/20/18 132 IT13272151IJ11 2/20/18 116 IT132721351FIO 2/20/18 133 IT13272152IJ12 2/20/18 117 I T13272136 1 F11 12/20/18 134 I T13272153 I J21 12/20/18 The truss drawing(s)referenced above have been prepared by MiTek � IN fill,11 USA, Inc. under my direct supervision based on the parameters �. pP ••• .. <F �,� provided by Building Component Supply. N Truss Design Engineer's Name: Velez, Joaquin 681 82 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification = ' a: that the engineer named is licensed in the jurisdiction(s)identified and that the ' STATE OF w designs comply with ANSI/TPI 1. These designs are based upon parameters �,�'•, p �441� shown(e.g., loads,supports,dimensions,shapes and design codes),which were �,�� O R \V ,.•�\`�� fileereferenMiTek. ce purpose ornly,anct d was not takenific information into accountdsinfor the preparationof �' 0 N A;� %`' these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSVTPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Velez,Joaquin 1 of 2 Lou Pontigo & Associates In Consulting Structural EngineerC' O EXCEPTION TAKEN s U R TED- SEE REMARKS MAKE CORRECTIONS NOTED Review is for the limited 0 REVISE & RESUBMIT with the design conceptPurpose of checking for conformance contract documents. o and the information e completeness approval is implied lorpressed in the Of details, quantities, dimensions weirgt is racy or gauges, fabrication Processes, coordination of the construction means or methods Precautions work with other trades or construction safety a!I of which are the sole responslUili Contractor. The Contractor is responsible for dimensions to be confirmed and correlated �°f the shall not include °t me site. Review of a item em's a component.°feview of the entire eviwspecific item des* Rev;ear of re-submiss assembly of which the gnated changes on R t�submittal a ion will cover only identified by the Contractor. other chap ges clearly By: 4a'-- Date: RE: 15151TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Terrano - Coastal Lot/Block: 054 Subdivision: Atlantic Beach Address: ., . City: State: FL No. j Seal# 1 Truss Name I Date No. Seal# Truss Name Date 35 IT13272154IJ22 2/20/18 i78 T13272197 T47 2/20/18 136 I T13272155 I T01 12/20/18 179 I T13272198 I T48 2/20/18 137 I T13272156 I T02 12/20/18 180 I T13272199 I T49 i 2/20/18 1 138 I T13272157 I T03 12/20/18 181 I T13272200 I T50 12/20/18 1 139 I T13272158 I T04 12/20/18 182 1 T13272201 1 T51 12/20/18 1 40 I T13272159 I T06 12/20/18 183 1 T13272202 1 T52 12/20/18 i 41 I T13272160 I T07 12/20/18 184 1 T1 3272203 1 V01 12/20/18 1 142 1 T1 3272161 1 T09 12/20/18 185 1 T1 3272204 1 V02 12120/18 1 143 I T13272162 I T10 12/20/18 1 144 I T13272163 I T10A 12/20/18 145 I T13272164 I T11 12/20/18 1 146 I T13272165 I T12 12/20/18 1 47 I T13272166 I T13 12/20/18 1 i 48 I T13272167 I T14 12/20/18 1 149 I T13272168 I T15 12/20/18150 IT1327219IT16 12/20/18 1 1511 IT13272170IT18 12/20/18 OFFICE COPY 152 I T13272171 I T19 12120/18 I 153 I T13272172 I T20 12/20/18 1 154 I T13272173 I T21 12/20/18 1 155 I T13272174 I T24 12/20/18 1 156 I T13272175 I T25 12/20/18 1 157 I T13272176 I T26 12/20/18 158 I T13272177 I T27 12/20/18 I 159 I T13272178 I T28 12/20/18 160 I T13272179 I T29 12/20/18 1 161 I T13272180 I T30 12/20/18 1 162 1 T13272181 I T31 12/20/18 163 I T13272182 I T32 12/20/18 64 IT13272183 T33 12/20/18 65 IT13272184 T34 12/20/18 166 I T13272185 T35 12/20/18 167 I T13272186 T36 2/20/18 168 I T13272187 T37 2/20/18 169 I T13272188 T38 2/20/18 170 I T13272189 T39 2/20/18 171 I T1 32721 90 1 T40 12/20/18 172 I T13272191 I T41 12/20/18 1 173 1 T1 3272192 1 T42 12/20/18 1 174 I T13272193 I T43 12/20/18 175 I T13272194 I T44 12/20/18 I 176 I T13272195 I T45 12/20/18 177 I T13272196 I T46 12120/18 2of2 Job Truss !Truss Type 1 Qty Ply T13272120 15151TO EJ02 Jack-Closed 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:09 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-OX21 TnRcyt C 1 gnXF?k6G1 VBw7QSIdOtjbRl_tizjZsK 3-9.p 4-0-0 3-9-0 Scale=1:13.7 2 3 2x4 I 5.00 12 9 I N 1 i 1a 5 4 2x4 II 3x5 11 0-3-01 4-0-0 0-3 0 3-9-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.05 5-8 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.04 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.01 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=143/Mechanical,1=157/0-3-8 Max Horz 1=65(LC 12) Max Uplift 4=-11O(LC 12),1=-79(LC 12) 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.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 3-10-0 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 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 , t,%%% N fill, will fit between the bottom chord and any other members. �� P° I 4)Refer to girder(s)for truss to truss connections. �� ,� •'GEN•'••��'�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) ,•' `S�`••,• �� 4=110. 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 No 68182 sheetrock be applied directly to the bottom chord. * ; � '.. S F <C/ '� • N A Joaquin Velez PE No.68182 MIT*USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10(03)2016 BEFORE USE. Design valld for use only with MiTek(f)connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the budding designer musf verity the apriioutAlty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members oNy. Additional Temporary and permanent bracing MiTek' is always requked for statAlty and to prevent collapse with possible personal Inlrxy and property carnage. For general guidance regarding the fabrication,storage,dellvety,erection and bracing of trusses and truss systems,se.eANSI/TPI I Quality Criteria,DSB-89 and BCSI Suading Component 6904 Parke East Blvd. Safety Information awbatAe from Truss Rate Insfffute,218 N.Lee Sheet.Sulte 312 Alexandria,VA 22314. Tampa.FL 33610 i Job Truss Truss Type ' 'Oty Ply 713272121 1515170 EJ03Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:11 2018 Page 1 I D:zgoOoi uAO8g5H R W MjdZx7azyR56-KwAnuTStUeSlw5gd698k6wGFV EBZ51A02ln5xbzjZsl 4-2-2 4-6-6 4-2-2 -- — 0-4-4 NAILED 3x4 Scale=1:14.4 10 3 3x4 5.00 F12 2 9 6 y ' a o � N N N 1 1 1 ~J 11 4 NAILED 3x4= 3x6 I 2-1-13 4-6-6 2-1-13 r 2-4-9 Plate Offsets(X,Y)--_[1:0-0-0,0-1-6,[1:0-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-7 >999 180 BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-AS Weight:17 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 Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=198/Mechanical,4=119/Mechanical,1=198/0-5-8 Max Horz 1=71(LC 12) Max Uplift 3=-108(LC 12),4=-15(LC 12),1=-37(LC 12) Max Grav 3=198(LC 1),4=137(LC 3),1=198(LC 1) 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=24f1;eave=oft;Cat. 11;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 4-6-6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate gnp 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 widewil `',� 4)Relfer to girder(s)for trussetween the bottom oord tru trussd any other connections. ♦,��♦PQU N V��1�� 5)3 r,viidde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,1 except Qt=1b) `♦♦♦ ,0 EN•• ��i i 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 i sheetrock be applied directly to the bottom chord. No 68182 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOADCASE(S) Standard :•� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 9 ST OF� 3 (v Uniform Loads(plf) i��,�� p:,•\�♦� Vert:1-3= R 60,4-5=-20 `` O 1 Concentrated Loads(Ib) �iiss """��•� �� Vert:10=-89(F)11=-65(F) �-.1,11O N A� t�� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10173/2015 BEFORE USE. Design valld for use only with MiTek connectors.This deslgn is based only upon parameters shown,and is for an individual bolding component,not I a firm system.Before use.,the bcAlding designer must verify the appticat-Alty of design parameters and properly lac:orporate this design Into the overall bLAlding design. Bracing Indk7mted Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k S always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabricatkxt storage,delivery,erection and tracing of trusses and truss systems,seeANSi/TPII Quality Cateda,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 4 01 Oty Ply 713272122 15151 TO EJ04 Jack-Open �28 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:11 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR66-KwAnuTStUeSlw5gd698k6wGHOE8H51AO2ln5xbzjZsl 4-0.0 4-0-0 Scale=1:14.1 2 T 5.00 FIT 7 IR I� 6 N O! 1 3 I 3x4= 3x6 11 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-G-0,0-1-61,[1:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS Weight:14 Ib FT=20°0 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 Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-5-8 Max Horz 1=67(LC 12) Max Uplift 2=-60(LC 12),3=-1(LC 12),1=-23(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 30-0,Interior(1)3-0-0 to 3-11-4 zonwC-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 ��`,'111 1111 1 11, �� will fit between the bottom chord and any other members. QU)N V F� 4)Refer to girder(s)for truss to truss connections. P, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. `�` ,O .•. E.. F� 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 �� ••' � SSC`••.• sheetrock be applied directly to the bottom chord. i No 68182 � 3' S TE OF .:441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AfW7473 rev.fMMIS BEFORE USE Design valid for use of Jy with MiTektt i<mnectors.this design is based only upon parameters shown,and Is tot an individual building component not a truss system.Before use,the building designer must verify the apr-Ak=abYlty,of design parameters and properly incorrxnate 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 sto"lty and to prevent collapse with possbie personal tdu ry and property damage. For general guidance regard ig the fabrlcatkm,storage,delivery,erection and bracing of trusses and truss systems,seeAN31 MI Quality C-Iffier ,DSB49 and BCSI Building Component 6904 Parke East Blvd, Sdety ItNormafion avallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Pty T13272123 15151TO EJ05 Jack-Open 7 1 �Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:12 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-o6kA6pTVFyacXFFpgsfze8oPCeSCgiP9HPXeU 1 zjZsH 5-6-0 5.6-0 Scale=1:17.2 2 5.00 12 B i m d N 7 N 1 1 3 3x4= 3x6 11 5-6.0 5-6-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.07 3-6 >995 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 3-6 >730 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 We rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:18 Ib FT=2096 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. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=71/Mechanical,1=218/0-5-8 Max Horz 1=93(LC 12) Max Uplift 2=-84(LC 12),1=-33(LC 12) Max Grav 2=146(LC 1),3=98(LC 3),1=218(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=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 Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1� 4)Refer to girder(s)for truss to truss connections. ```% ()U) V�4t,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. �� , G•E•N 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 ,••� `S�••,• sheetrock be applied directly to the bottom chord. i No 68182 -13 - ST OF '�► ��;• Al �'� FS;• O R 1.O.• Gam,`.` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 1 Q WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE AAI-7473 rev.IM3/2015 BEFORE USE Design valid for use only with MiTeke connectors.This design Is based only upon parameters shown,and Is tot an Individual building component rat 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 bucIdIng of Individual truss web and/or chard members only. Additional temporary and permanent bracing M iTe k Is always required to stability and to prevent collapse with possible personal hltay and property damage. nor general grNdance regading the fabrication,storage,delivery,erection and bradng of trusses and truss systems.seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdaly Information available from Truss Plate institute.218 N.Lee Sheet,suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Ory Ply T13272124 15151 TO EJ06 Jack-Open 117 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:13 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-GI IYJ9U 7?Fi S9PgOEaBCBLLXV t ndZCfl V3GBOTzjZsG 6-1-4 6-1-4 Scale=1:18.3 2 5.00 F12 8 T 7 oN m N 1 3 3x5 i 1 6-1-4 6-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] 1 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 , Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 3-6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 3-6 >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:20 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 Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=163/Mechanical,3=78/Mechanical,1=242/0-5-8 Max Horz 1=103(LC 12) Max Uplift 2=-94(LC 12),1=-37(LC 12) Max Grav 2=163(LC 1),3=109(LC 3),1=242(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. 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 6-0-8 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. `% PQU N 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. ,�� %S .*GENS .......... � 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. o No 68182 •• i AL % Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.IMMIS BEFORE USE. Design valid for use only with MilekO connectors.This design Is based orgy upan parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicaiWlty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling g of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cottapse with possible personal k*xy and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI l Duality Criteria,DSB-89 and SCSI BuNdtng 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 ' 1Qty Ply T13272125 15151 TO EJ14 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:13 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-GI IYJ9 U 7?FiS9PgOEaBCBLLSH 1 nwZCfl V3GBOTzjZsG 4-0-0 4-0-0 3,00 F12 Scale=1:22.6 5 2 i 3x4 II 1 d o 0 I c6 I 4 46 11 3 4-0-0 ---� 4-0-0 Plate Offsets(X,Y)-- I:E_digeC-1-12, 4:0-2-8,0-0-8] LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.18 2 n1a rl/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:16 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 REACTIONS. (lb/size) 4=152/0-5-8,2=110/Mechanical,3=42/Mechanical Max Horz 4=125(LC 12) Max Uplift 4=-32(LC 8),2=-85(LC 12),3=-17(LC 12) Max Grav 4=152(LC 1),2=11 O(LC 1),3=73(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=25ff;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 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. `,'I 1 � 8 1 11' 4)Refer to girder(s)for truss to truss connections. �� OU 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. ,�� PN VF� 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 % ,0 ••GEN••�• sheetrock be applied directly to the bottom chord. :� ,•'�,� SSC`••,• �� i No 68182 '0 S OF • 4 � Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 j&WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.70rD mIS BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is fora individual building component,not a truss system.Before use,the building designer must verify the applk:ablity of design parameters and properly inx:orrxxate 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' j is always required for stability and 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,seeANS111Pi1 Quality Criferlo,DSB-a9 and BCSI BuBCing Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a `Qty Ply 713272126 I I 15151 TO EJ24 Jack-Open 4 1 Job Reference(optional) Building Component Supply Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:14 2018 Pagel I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-I VrwXUVImZgJnZPCoHi RkZumcR931IvSkj olYwzjZsF 4-0-0 4-0-0 Scale=1:14.1 2 5.00112 7 i T 0 rib m N O 1 T t 1 - 3 i 3x5 11 0-3-0. 4-0-0 6-3-0 3-9-0 Plate Offsets(X,Y)-- [1:0-0-2,010:6],Ll_0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC201711 P12014 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 Left:2x4 SP No.3 REACTIONS. (lb/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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=9.18;MWFRS(directional)and C-C Exterior(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&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. „� PQU I N 4)Refer to girder(s)for truss to truss connections. %% 'S ••C E•N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. �� ,••�,\ 8'11 • �� 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. NO 68182 •_ SOF .'14J 4TR N Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.I M3.201S BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only urxxn Ixirameters shown,and is for an Individual building component,not a inrss system.Before use,the building designer must verify the applicabBlty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and Permanent bracing MiTek" I" always required for stability and to prevent collapse with possible personol inlury and property damage. For general guidance regarding the fabrk:atkm,storage,delivery,erection and bracing of IR15SeS and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCSI Suading Component 6904 Parke East Blvd. Safety Information avakable from Truss Plate Institule.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty ply 713272127 15151 TO F02 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:15 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-DhPIkgW NXtzAOi_OL_DgGmQtFrPk1 ygbzN114MzjZsE 0-1-8 H :�3 07_gH 1-50� 01 B �1 safe=1:45.4 5x6= 3x4= 5x6= 1.5x3= 3x6= 3x4= 3x6 FP= 3x4= 3x6= 1,5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 31 32 0 aD 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 5x6= 1.5x3 11 3x12 MISSHS FP= 1.5x3 11 3x4= 3x4= 1.5x3 11 5x6= 3x4= 3x4= 1.5x3 II 26-9-8 26-9-8 Plate Offsets(X,Y)-- [1:Edge 0-1-8] [6:0-1-8 Edge] [7:0-1-8 Edge] [13:0-1-8 Edge] LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.47 21 >671 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.65 21 >488 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.11 14 r✓a Na BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:151 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(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) 30=1162/0-5-8,14=1162/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30---115810,13-14=-1158/0,1-2=-961/0,2-3=-2492/0,3-4=-3646/0,4-5=-4479/0, 5-6=-4920/0,6-7=-5009/0,7-9=-4907/0,9-10=-4482/0,10-11=-3645(0,11-12=-2492/0, 12-13-961/0 BOT CHORD 28-29=0/1819,27-28=0/3147,26-27=0/4154,25-26=0/4154,23-25-0/4772,22-23-0/5009, 21-22-0/5W9,20-21-0/5009,19-20-014783,18-19=014162,17-18=0/4152, 16-17-0/3147,15-16=011819 WEBS 1-29=0/1411,2-29=-1363/0,2-28=0/1067,3-28=-1040/0,3-27=0/792,4-27=-785/0, 4-25--0✓501,5-25=465/0,5-23=63/441,6-23=-563/232,6-22=-244/325,13-15=0/1410, 12-15=136210,12-16-0/1068,11-16=-1041/0,11-17=0/790,10-17=-783/0,10-119=0/508, 9-19-478/0,9-20=-54/381,7-20=-46WO6 NOTES- 1) OTES 1)Unbalanced floor live loads have been considered for this design. ` % CkU IN V E74 2)All plates are MT20 plates unless otherwise indicated. �� J ' G•E•N 3)All plates are 4x6 MT20 unless otherwise indicated. .•' `S�••. �i 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131'X 3')nails. i Strongbacks to be attached to walls at their outer ends or restrained by other means. No 68182 3 SOF �44/ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 MEOW A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE AN-7473 rev.RIND MIS BEFORE USE. Design valld for use only with MITekbo connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a inrss system.Before use,the building designer must verify the appik:olAity of deskin 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 bracingI M]Tek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of cruses and truss systems,se.eANSi/IMI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaBon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tanya.FL 33610 Job Truss Truss Type ' 'Qry Ply T13272128 15151 TO F03 Floor 5 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:16 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-htzgxAW?IA510sZbvikvp_z3OFi5mQ41C1 VsdozjZsD 0-1-8 1-3-0 t.0-8 H Scale:3/8'=1' 4x6= 1.5x3— 4x6= 1.5x3 I 1.5x3 II 3x6 FP= 4x6= 44= 1 2 3 4 5 6 7 8 9 10 11 23 a � i 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x8 MT20HS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 _ 12-9-8 15-3-8 17-9-8 19-3-8 1-6-0 2-6-0 2-6-0 6-3-8 2-6-0 2-6-0 1-6-0 -- Plate Offsets(X,Y)-- [1:Edge,0-1-8],[16:0-1-8,Edge],117:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d ! PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.21 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.28 17 >805 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S 11 Weight:109 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1041/0-5-8,12=1047/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-103610,11-12=-1042/0,1-2=-836/0,2-3=-2083/0,3-4=-2857/0,4-5=-3221/0, 5-6=-3221/0,6-7=-3221/0,7-9=-2857/0,9-10=-2083/0,10-11=-834/0 BOT CHORD 20-21=0/1575,19-20=0/2570,17-19=0/3122,16-17=0/3221,15-16=0/3123,14-15=0/2570, 13-14=0/1576 WEBS 11-13=0/1254,1-21=0/1224,10-13=-1 178/0,2-21=-1174/0,10-14=0/805,2-20=0/806, 9-14=-772/0,3-20=-774/0,9-15=0/456,3-19=0/455,7-15=-422/0.4-19=-422/0, 7-16=-163/431,4-17=-163/431 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ```,111111/11// 3)All plates are 3x4 MT20 unless otherwise indicated. �� 4)Refer to girder(s)for truss to truss connections. i�U I N 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. ,�� 0;1.•GEN Strongbacks to be attached to walls at their outer ends or restrained by other means. �� .••�,� S'�••.• 6)CAUTION,Do not erect truss backwards. No 68182 ST OF Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MJP-7473 rev.14(03/1015 BEFORE USE. Design vaild for use only 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 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 aril/or chord members only. Additional temporary and permanent bracing M iTek is always iegrAred for stability and to prevent collapse with poss@ble personal Injury and property damage. For general guidance regarding the Fabrication,storage,delivery.erection arxi tracing of trusses and hiss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • {Qty Ply T13272129 15151 TO F04 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:17 2018 Page 1 I D:zgoQoi uAQ8g5 H R W MjdZx7azyR56-94X39 W Xe3U DueO8nTPF8LB W CbfOGVtQuOhE P9FzjZsC 0-1-8 1-3-8 0-�1-8 H 1-3-0 Sc I'e=1:33.0 4x6= 4x6= 46= 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 r 24 ,I 0 OD21 20 19 18 17 16 15 14 13 1 4x6 4x6= 3x8 MT20HS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-0-8 15-6-8 18-0-8 19-6-8 — 1-6-0 2-6-0 2-6-0 6-6-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11.Edge,0-1-8],[11:0-1-8,Edge],[16:0-1-8,Edge1,Ll7:0-1=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 0.53 Vert(LL) -0.22 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.30 16-17 >776 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 1 Horz(CT) 0.07 12 n/a Na BCDL 5.0 Code FBC2017lrP12014 Matrix-S I Weight:109 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-19,15-16. REACTIONS. (Ib/size) 22=1055/0-5-8,12=1055/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-22=-1050/0,11-12=-1050/0,1-2=-848/0,2-3=-2117/0,3-4=-2913/0,4-5=-3303/0, 5-6=-3303/0,6-7=-3303/0,7-8=-2913/0,8-10=-2117/0,10-11=848/0 BOT CHORD 20-21=0/1598,19-20=0/2616,17-19=0/3190,16-17=0/3303,15-16=0/3190,14-15=0/2616, 13-14=0/1598 WEBS 11-13=0/1242,1-21-0/1242,10-13=-1 19110,2-21=-1191/0,10-14=0/824,2-20=0;824, 8-14=-792/0,3-20=-792/0,8-15=0/473,3-19=0/473,7-15=-439/0,4-19=-439/0, 7-16=-156/469,4-17=-156/469 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 1%111111101111 l plates are 3x4 MT20 unless otherwise lecommend 2x6 st ongbacks,one e,spaced -10d(0.131 X 3°)nails. at 10-0-0 oc and fastened to each truss with 3 " 4)Rg Strongbacks to be attached to walls at their outer ends or restrained by other means. `�� ,�•'�G E N i No 68182 SOF .� ONAi Joaquin Velez PE No.68182 MITek USA,Inc.FL cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE W7473 rev.10/03W IS BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon pararTreters shown,and Is for an Individual building component,not a tnus system.Before rue,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 Irxdlvldual truss web and/or chord members only. Additional temporaryand permanent bracing MiTek" is always required for stabetty and to prevent collapse with possible personal inlay and property damage. For general guidance regatdng the fabrication,storage,delivery,erection aryl tracing of anuses and truss systems,seeANSi/TPI1 Quarry Criteria,DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Sheet,Sulfe 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T13272130 15151 TO F05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:18 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-dG5RMsYGgoLIGAjz 17mNuP2U22atETM 1 f L_yhhzjZsB 0-48 0-48 Scale=1:32.5 3x4= 3x6 FP= 5 1 2 3 4 5 6 7 8 9 10 it 12 13 14 15 16 17 _I 36 W - m 'ISI - — - ei — 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 2-1412 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 17-6-12 18-10-12 19-6 8 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 4-0 1 4-0 1-4-0 1 4-0 7-1 Plate Offsets(X,Y)-- [33:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) Na n/a 999 BCLL 0.0 Rep Stress Incr YES j WB 0.04 Horz(CT) 0.00 33 Na Na BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:98 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-6-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)34,33,32,31,30,29,27,26,25,24,23,22,21,20,19 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 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. `,111111111111, . ' GEN No 68182 S F • �0 N A�� %0% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND NVCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. I Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and Is for an irOlvidual building cornponeni,not a truss system.Before use.the building designer must verity the appticatAlty of design loafameters and properly incoitxrote this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with possible personal knlrxy and property damage. For general guidanc=e regarding the fabrication,storage,delivery,erection and tracing of In15$eS and tnus systems,seeANSI/TPII QuaNty Criteria,DSB-89 and BCS1 Building Component I 6904 Parke East Blvd. ! I Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ,Job Truss Truss Type a .Qty Ply T13272131 15151 TO 1F06 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:18 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-dG5RMsYGgoLIGAjz 17mNuP2Qj2TXETb 1 fL_yhhzjZsB 1-3-0 1 3x6= 2 1.5x3 11 3 3x4 11 Scale=1:11.1 T 0 6 5 4 3x4 1, 3x4— 3x4 I1 1-2-0 1-5-0 1-8-0 3-3-8 1-2-0 Q3-0 _3-0 1-7-8 Plate Offsets(X,Y)-- [4:Edge,0-1-8LL5:0-1-8,Edge] g ,[6:Ede,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.06 5 >655 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.08 5 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S I Weight:23 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-8 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. REACTIONS. (lb/size) 6=167/Mechanical,4=167/Mechanical 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)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. %%%J11111111#1111 OPQU IN VFX . ' GENS No 68182 .. ST OF O :4Q�/ " Ak- Joaquin Velez PE Ne.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parametars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 roe ia=W 15 BEFORE USE. Design valid for use only with Mlfek@ connectors.Rds design is based only upon parameters shown,and is for an individual building component,not a IT=system.Before use,the brdiding 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 indiVIKJUC1l in=web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always mgrdred for stability and to prevent collapse with possible personal Injury and property damage. For general goddance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSi Butidlny Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Mexarx/rla,VA 22314. Tampa,FL 33610 Job Truss Truss Type •;Qty Ply T13272132 15151TO F07 Floor --- 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:19 2018 Page 1 1 D:zgoQoiuAQ8g5HRW MjdZx7azyR56-5SfpaCZub5TctKlAaglcRcbfLSv5zvoBu?jW D7zjZsA 0-1-8 3x4_ 1.5x3 I 1.5x3 !i 3x6 130 0712 4 Scale=1:11.1 9 it \=-- 5 o aD i I 3x4= 7 6 5 3x4 3x4= 3x4= 3-10-12 3-10-12 Plate Offsets(X,Y)-_ 5:Ed e,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-S Weight:29 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-12 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. REACTIONS. (lb/size) 8=194/0-7-4,5=200/Mechanical 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3•)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ,IIIllllitt/I/� ,%��Q.pU t N VFX��i S. .•GENS; ��iii No 68182 S OF .'� � • % Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify dWyn Parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIP7473 rev.IOM312015 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 upplicab9ity 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 bracing MiTek Is always requilred for stabffity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/1PII Quality CAteria,DSB-89 and BCSI Bufldjng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Mexandda.VA 22314. — — Tampa.FL 33610 1Job Truss Truss Type iQty Ply T13272133 15151 TO F08 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:20 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-Zf DBnYZW MPbTVUsM8Yprzg8fXsC6i K2K6fT3mZzjZs9 1-3-0 1-2-8 Scale=1:13.0 3x4= 3x6= 1 3x6= 11 2 3 3x4= 12 4 I 0 0 co 3x4= 3x4= 10 9 8 7 6 5 1.5x3 I 1.5x3 11 3x4 I 3x4 11 1-6-0 5-5-8 6-11-8 1-6-0 3.11-8 1-6-0 Plate Offsets(X,Y)-- [2:0-1-8,EdgeLL3:0-1-8 Edge] [10:Edge 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 0.80 Vert(LL) -0.02 7 >999 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=494/Mechanical,5=480/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-487/0,4-5=-475/0,1-2=-300/0,2-3=-573/0,3-4=-301/0 BOT CHORD 8-9=0/573,7-8=0/573,6-7=0/573 WEBS 4-6=0/451,1-9=0/450,3-6=-420/0,2-9=-422/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)148 Ib down at 1-1-4,and 96 Ib down at 3-1-4,and 179 Ib down at 5-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of %%J1111111111111 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``,%OPQU IN LOAD CASE(S) Standard �� ,••�,%G E N S�e•� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i Uniform Loads(pif) No 68182 Vert:5-10=-10,1-4=-100 Concentrated Loads(lb) Vert:2=-67(8)11=68(8)12=-100(B) cc z S O F ' 441 :. . Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 c r 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-VerW dedpn parameters and READ NOTES ON THIS AND INCLUDED MNTEN REFERANCE PAGE MPJ-7473 rev.1401,1015 BEFORE USE. Design valid for use orgy with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always re(ored for sic"Ity and to prevent collapse with possible personal Injury and property carnage. for general guidance regarding ltle fabrk:aWn,storage,delivery,erection and tracing of trusses and truss systems.seeANSIfIPI l Quality CrIterla,DSB-a9 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 e ti Qty Ply I T13272134 15151 TO F09 Floor Girder 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:212018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 rnZ?ua87jjK7dRYiFK4W 1 gs7GOMRmyULJCclOzjZs8 0-1-8 0 I--I — 1-3-0 1-4-4 1~8 Scale=1:13.3 1 2 3 4 i 11 12 1.5x3= i 1.5x3= CD i Ft 9 8 7 6 S 1.5x3 1.5x3 11 1-6-0 5-7-4 7-1-4 1-6-0 4-1-4 Plate Offsets(X,Y)-- [2:0-1- Edge],[3:0-1-8,Edge],[4:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.05 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.07 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 n/a n1a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=602/0-3-8,5=520/0-7-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-608/0,4-5=-50210,1-2=-434/0,2-3=-764/0,3-4=-366/0 BOT CHORD 8-9=0!7641 7-8=0/'76416-7=01764 WEBS 4-6=0/533,1-9=0/632,3-6=-614/0,2-9=-509/0,3-7=0/257 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. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)410 Ib down at 3-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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 �%� �� G E N •'•��'� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ••'�,� `S�`'•.• 'i Uniform Loads(plf) NO 681 82 Vert:5-10=-10,1-4=-100 Concentrated Loads(ib) *; Vert:2=-380(B) X53 ;�� S OF • , 5;0 N Ai E� . Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-VerN1y doWern parameters and READ NOTES ON THIS AND INCLUDED Mi TEK REFERANCE PAGE M&7073 rev.1r1 OZW15 BEFORE USE. Design valid for use only with MlTek(ficonnectors.this design Is based only upon parametersshown,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 dosi n Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tnss web and/or chord members only. Adc9fional temporary..xx1 perrnanent bcxxirxl MiTek is always required for stability and to prevent collapse wtih possi personal W*xy and property damage. For general guldarnce regcxding 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 avallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 _� i Job Truss Truss Type Qty Ply 713272135 15151 TO F10 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:21 2018 Page 1 I D:zgoQoi uAQ8g5 H RW MjdZx7azyR56-1 rnZ?ua87jj K7d RYi F K4 W 1 gwOGSD RI 1 U LJCcl0zjZs8 0-1-8 H 1-3-0 2-0-0 0-1-8Scale =1:21.4 4x6= 46= 1.5x3= 1.5x3= 1 2 3 4 5 6 _ I 5 16 0 0 m It 13 12 11 10 9 8 4x6= 1.5x3 11 1.5x3 11 4x6= 12-9-0 12-9-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8, 3:0-1-8,Edgej,[4:0-1-8,Edge],[6:0-1-8,Edcgee] ___ _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.1011-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 7 n/a r1/a BCDL 5.0 Code FBC2017ITP12014 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 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. REACTIONS. (Ib/size) 14=681/0-5-8,7=681/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-677/0,6-7=-677/0,1-2=-517/0,2-3=-1175/0,3-4=-1378/0,4-5=-1175/0,5-6=-517/0 BOT CHORD 12-13=0/966,11-12=0/1378,10-11=0/1378,9-10--0/1378,8-9=0/966 WEBS 1-13=0/756,2-13=-713/0,2-12=0/350,3-12=-411/0,6-8=0!756,5-8=-713/0,5-9=0/350,4-9=-411/0 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. 111//II `�.OPQUIN VFX �i �� • ' GENS' • ��. No 68182 '�� S OF • 4 O R 10 P N S/ONAC�—' ` ��//llllllll+`� Joaquin Velez PE No.68182 li USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek,5�connectors.This design Is based only upon pararneters shown,and Is for an Individual building component,not a truss system.Before use,the txdidirq designer must verify the applicability of design IxrameTers and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Incilvidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible persorol klplry c"property damage. for general guidoalce regac ling he fabrication.storage,delivery,erection and bracing of muses and friss 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 I Qty Ply 713272136 15151 TO Fit GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:22 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-W 1 KyCEbmuOrBknOkGyrJ2FDAxgyoAHKdazyAgSzjZs7 Scale=1:15.5 1 3x6— 2 3 4 5 6 73x4 11 I 1 14 13 1 12 11 0 9 8 3x4== 3x4 = 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-4-8 1-6-12 - 1-40 - _ 1-4-0 1-4-0 1-4-0 - — 1512 Plate Offsets(X,Y)-- [13:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 13 Na Na BCDL 5.0 Code FBC2017rFP12014 Matrix-P Weight:47 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-4-8 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-4-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 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. IIIIIfill, I %%% PQU I N VF4 �O E N Sdo �� F•. No 68182 53'.� ST O F : 4/ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.IMMIS BEFORE USE. Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and is for an Individual bulding corn{onent,not a imss system.Before use,the building designer must verify the cWplicablilty of design parameters and properly Incorporate this design Into the overall Lxdlding design. Bracing Indicated is to prevent buckling of individual thus web and/or chord members oNy. Additional temporary and permanent bracing M iTek Is always required for stability and to prevent coli ipse with possible personal k*ay and property damage. For general guidance regarding the fabrcti k:ation,storage,delivery,ereon and bracing of trusses and truss systems,sec-ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate InsltMe.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 713272137' 15161TO F13 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:23 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-_EuKPZcOfKz2MxbxpgMYbSm8C34svbGnpdhjNuzjZs6 0.1-8 H i�32 i —I 0-1�-s Sole=1:47.2 4x6= 4x6= 3x6= 1.5x3 It 6x8= 3x6 FP= 1.5x3 111.5x3 11 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VN 32 q 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1.5x3 I! 4x6= 4x6= 3x8 MT20HS FP= 4x6= 1.6-0 45-10 4 -26.2.4 7-5.4 B-9-12 10.2.4 12-8-4 75.2.4 21-7-8 241-8 28.7-8 28-1-8 1.6.0 2-11-10 0'4- 1.4.8 1-4-8 2-8-0 6.5-4 2.8-0 2-8.0 Plate Offsets(X,Y)— [4:0-1-8 Edge] [14:0-1-12 Edge] [15:0-1-8 Edge],[20:0-1-8,Edge],[21:0-1-8,Edge],[29:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.20 20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.27 19-20 >847 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.63 Horz(CT) 0.06 16 n/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-S Weight:158 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 31=32310-3-8,16=979/0-5-8,26=1758/0-3-8 Max Uplift 31=-28(LC 4) Max Grav 31--441(LC 3),16=993(LC 7),26=1758(LC 1) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-31=-446/12,15-16=-989/0,1-2=-304/25,2-3=-527/337,3-4=-527/337,4-5=-160/650, 6-8=-155310,8-9=-2424/0,9-10=-2923/0,10-11=-292310,11-12=-292310, 12-13=-2664/0,13-14=-1962/0,14-15=-794/0 BOT CHORD 29-30=117/539,28-29=337/527,27-28--337/527,26-27-1005/0,25-26=-1005/0, 24-25=0/991,23-24=0/2090,21-23=0/2746,20-21=0/2923,19-20=0/2886,18-19--012412, 17-18=0/1494 WEBS 5-26=-1687/0,1-30=-37/456,5-27=0/656,2-30=-373/146,4-27=-830/012-29=-339/0, 15-17-0/1162,5-25--0/1328,14-17=-1112/0,6-25=-1273/0,14-18=0/744,6-24=0/936, 113-118=714/0,8-24-895/0,13-19--0/399,8-23--0/563,12-19---35410,9-23=-548/0, `II f 1111111 j� 12-20=-2311346,9-21=-511526,10 21=-275/0,4-28=01262 OPQU I N VFZ ,.. / i 1) TES-Unbalanced floor live loads have been considered for this design. ; 'S..��G E N �.•1 e 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. No 68182 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 Ib uplift at joint 31. yF •;tF 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. : S OF i S16N A\ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE AOL7473 rev.104)312015 BEFORE USE. Design vdld for use only wlth MiTek.connectors.This design B based only urx>n Parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicat-AIty of design pexameTers and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M[Tek Is always required tot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fdxication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TN1 Quality CAtwla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Itrformalion avallable from Truss Plate hnsliturfe.218 N.lee Street Suite 312.Alexandria,VA 22314. ! Tampa.FL 33610 Job Truss Truss Type • e Qty Ply 713272138 1 15151 TO F14 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:24 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-SQSi dvd 1 Qe5v-5A7NNtn7gl W QTdGeBgw 1 H R HvLzjZs5 0-1-8 Scale=1:15.2 1 3x6— 2 3 4 5 6 73x4 11 - 1 1 0 4 14 13 12 11 10 9 8 3x4 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-8 - 1-6-12 1-0 0 1-4-0 — 1-4-0 1-4-0 1-3-12 Plate Offsets(X,Y)-- 13:0-1-8,Edge],[14:Edge,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 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 13 n/a Na BCDL 5.0 Code FBC2017/TPI2014 Matrix-P — Weight:46Ito FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-2-8 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 8-2-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 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. 6)CAUTION,Do not erect truss backwards. ,1111111111/SII `��PQU I N VFX��i� .`% GENS No 68182 0'... S T O F � - 441 r ` r ` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-VerW/y dedgn parameter and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component not a Imes system.Before use.fhe"cling designer must verify the app-Alcobility of design parameters and properly incorporate this design Into the overall [wilding design. Bracing Indicated Is to prevent buckling of Individual tmss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stadlity and 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 russ Truss Typey 713272139 Q'y Fl 1515170 FGOi FLOOR 1 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256,DETAILS Run:8.130 s Oct 26 2017 Print:8.130 s Jan 5 2018 MTek Industries,Inc. Tue Feb 20 09:17:10 2018 Page 1 1 D:zgoQoiuAQ8g5H RW MjdZx7azyR56-C W?D6ioOgM UYoRy?sTMm4piQShJHHnus UVc1 CkzjIM 2.8.12 5.3-12 7-10-12 10-7-8 2-8-12 2-7-0 2-7-0 2-8.12 Scale=1:17.7 5x6= 2 4xS= 2x4 11 4x5 = 5xx s 1 = cc Lj H n [A 11 12 13 14 15 6 THD46 7x6= THD46 4x10= THD46 7 7x6— THD46 10 THD46 46 4x5 11 2-8-12 5-3-12 7.10-12100--8 2-8-12 20--0 — 2-7-0 _2-8-12 Plate Offsets(X Y)-- [1:0-2-4 0-2-8] [5:0-2-4 0-2-8] [6:Edge 0-3-8] [7:0-2-4 0-4-12],[9:0-2-4,0-4-121 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.09 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.12 8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-MS Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 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 cc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (Ib/size) 10=1243/0-3-8,6=1410/Mechanical Max Grav 10=2685(LC 4),6=3296(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2249/0,1-2=-4513/0,2-3=-6127/0,3-4=-6127/0,4-5=-4937/0,5-6=-2455/0 BOT CHORD 9-12=0/4513,8-12-0/4513,8-13=04937,13-14--0/4937,7-14=0/4937 WEBS 1-9=0/4840,2-9=-90310,2-8=0/1804,4-8=011331,4-7=-716/0,5-7=0/5277 NOTES- 1)2-ply truss to be connected together with 1 O(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc. 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 ``1 1111111/�� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� 0-U(N 3)Provide adequate drainage to prevent water ponding. `� OP• .�� i� 4)n/0- .•'�G•E•N 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •' F�' 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No 68182 7)Refer to girder(s)for truss to truss connections. = *: '• 8)Use USP THD46(With 16d nails into Girder&t Od nails into Truss)or equivalent at 7-2-4 from the left end to connect truss(es)FOB = (1 ply 2x4 SP)to front face of bottom chord. '0 9)Use USP THD46(With 16d nails Into Girder&t Od nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 1-8-8 from theS OF .' tj left end to 9-8-8 to connect truss(es)F03(1 ply 2x4 SP)to back face of bottom chord. '• 10)Fill all nail holes where hanger is In contact with lumber. T P•.'' 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1037 Ib down at 7-8-8 on S' O R �• •' ��,��` bottom chord. The design/selection of such connection device(s)is the responsibility of others. ��i j l�O N A\- LOAD CASE(S) \-LOADCASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Joaquin Velez PE No.68182 Uniform Loads(pit) MiTek USA,Inc.FL Cert 6634 Vert:1-5=-1 00,6-10=-1 0 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED ANT Ex REFERANCE PAGE AQ-7473 rev.16922015 BEFORE USE Design valld for use only with Mllektu connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall brNding design. Bracing Indicated Is to prevent buckling of IrKMdual truss web and/or chord members only.Additional temporary and permanent bracing MI-Tek' Is always required for stability and to prevent collapse with possible personal InWy and property damage. For general guidance mgardirng the fabrk;atiorL storage,delivery,erection and bracing of trusses and buss systems,seeANSVTP1i Orality Cdlerla,DSB-89 and SCSI Bull Component 6904 Parke East Blvd. Satety Informallon available from Truss Plate Institute,218 N.Lee Sleet.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 �Job Truss Iruss typeFly T13272139� 15151TO FG01 FLOOR i 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256,DETAILS Run:8.130 s Oct 26 2017 Print:8.130 s Jan 5 2018 MiTek Industries,Inc. Tue Feb 20 09:17:11 2018 Page 2 I D:zgoQoi uAQBg5H RW MjdZx7azyR56-giZcK2pORgcOQb W BQAt?c 1 FbB5fW OE7?j9LbkAzj IkM LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-276(B)11—276(B)12=276(B)13=-276(B)14=-137(F)15=-277(B) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M*7473 rev.1r1IM"15 BEFORE USE. Design valid for use only with MITek8 connectors.Rils design Is basad only upon parameters shown,and Is for an Individual buNding component,not a inns systern.Before use,the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall LxAding design. Bracing indicated Is to prevent buckling of Individual truss wet)and/or chord members orwy. Additional temporary and permanent bracing MiTek' Is always required for stabNlty and to prevent collapse wilt)possiole personal In)usy and property damage. for general guidance re"cling the fabrication,storage,delivery,erection and bracing of fnsses and taus 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 713272140 15151 TO FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:25 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-wc04q Fdf BxD Ib FIJx5O0gtrVhtuyNZt3GxAgRnzjZs4 2-11-2 5-8-8 8-5-14 _ 11-8-8 2-11-2 - - 2-9-6 2-9-6 3-2-10 Scale=1:20.0 4x5= 2x4 11 4x5= 3x6 2x4 11 5 5x6= 1 2 3 4 0 aD cc ciN 10 9 7 6 4x10= 4x5= 8 4x5= 2-11-2 5-8-8 8-5-14 11-8-8 2-11-2 _ 2-9-6 2-9-6 3-2-10 Plate Offsets(X,Y)-- [5:0-3-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.04 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.02 10 rVa rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.01 7 >999 240 Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=2027/0-5-8,10=1919/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-419/0,2-3=-2503/0,3-4=-2503/0,4-5=-308/0,6-9=0/1500,5-9=0/1500 BOT CHORD 7-8=0/1886,6-7=0/2016 WEBS 2-8=-2422/0,2-7=0/811,3-7=-908/0,4-7=0/639,4-6=-2247/0,5-10.1968/0 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 cc. 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 J11 1 1 ply connections have been provided to distribute only loads as or(8),unless otherwise indicated. 3) ;Exp CSEncl.CE 1GCPu10.18;MWF(RS(dirnd ectional)onal)anddC-C1Extenor(2)0)1-1 Pto BCD2,Inte of�(l)2-11-4o 111 3-4 zfone;C-C for Cat. ♦♦♦♦♦OP(�UIN VES members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `♦♦ ,••��G E N S�.•� �� 4)Provide adequate drainage to prevent water ponding. i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 53 ST OF •� LOAD CASE(S) Standard 0.(� r,•\`-�� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0F( 1 C? Uniform Loads(plf) Vert:1-5=-345,6-8=-10 ''SSS��N A��♦ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MR-7473 rev.l aW,2015 BEFORE USE. Design valid for use only with MlTekp connectors.This design Is based only upon parameters shown orxi Is for an Individual building component,not a truss system.Before use,the building designer Must verity the appllcob i ity of design parameters and property Incorporate this design Into the overall bugding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additi<xnal temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guldance regarding the fabrication,storage,delivery,erection and bracing of In1SSeS and truss systems,se(-ANSI/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 russ truss Iype • ty ply 713272101' 15151TO FG03 FLAT GIRDER 1 2 Job Reference(optional) Bustling Component Supply,Jacksonville,A 32256,DETAILS 8.130 a Jan 5 2018 MiTek Industries,Inc.Tue Feb 20 09:20:42 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-?I pNc BMMIV BSE091H?AUgXUjvBrwyme3EUyFeRzl I h3 1-2-4 3-9-12 6-5-4 7-7-8 1-2-4 1 2-7.8 2-7-8 1-2-4 Scale=1:14.7 3x4= 3x4= 3x4= 3x4= 2x4 11 1 2 11 3 12 4 5 Ll B 7 30= 6 4x10= 2x4 11 10 9 2x4 I 3x4= 1-2-4 3-9-12 6-5-4 7-7-8 2-7-8 2-7-8 1-2-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT) -0.02 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:85 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, [PSA] 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, Except: 6-0-0 oc bracing:8-9. REACTIONS. (lb/size) 10=-459/1-4-0,6=1213/Mechanical,9=2335/1-4-0,9=2335/1-4-0 Max Uplift 10=-459(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10-181392,11-2=1 5/298,2-11.1284/56,3-11=-1 284/56,3-12=-1284/56,4-12=-1284/56,4-5=-869/56, 5-6=1204/78 BOT CHORD 8-9=-298/15,7-8=-56/869 WEBS 1-9-493/25,2-9=-18001117,2-8=-80/1785,3-8=-1 092/56,4-8=-24/468,4-7=-1111/88,5-7=-92/1440 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. %%%J1111111111111 3)11;Exp CS Encl.,CE GCpi=0.18;MW FRS(directional)aand C-Cgust)Vasc1=1 1Exttedor(2D0-1-12 0to BCD2,Interior(l)l)3-1- 2 t 7-;5 2 zoneC-C for Cat. ♦♦♦♦OQU I N• members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ J t✓•--- 4)Provide adequate drainage to prevent water ponding. •'• `S Cc•'• �� 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 No 68182 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 459 Ib uplift at joint 10. 9)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 7-5-12 sufficient to connect ST OF 41J truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of (�•• G(/ others. T• c� P, ��`� ��S.,• OR ,• C>%♦♦♦ 1 ODead d+ Roof AD A E )Live(ban(balanced):Lumber Increase=1.00,Plate Increase=1.00 �dard � ��N AL �♦ Uniform Loads(plf) 1 j 1/111111 Vert:1-5=-411,6-10=-10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ME-7073 rev.fAD3M15 BEFORE USE. Design valid for use only with MITek6 connectors.this design Is based only upon parameters shown,and Is for an kndiAdual"ding component,riot a in. 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 oNy.Addlflonal temporary and permanent bracing M.[Tek is always required for stability and to prevent collapse with possible personal Ir*ry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCS1 Budding Component 6904 Parke East Blvd. Safely IMormation available from Truss Plate Institute.218 N.Lee Sheet.suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type �I Qty I Ply T13272142 15151 TO FT01 Flat 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MITek Industries,Inc. Mon Feb 19 12:48:27 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-s?8rFxfviZTTrYvi2 W RU II wxmhcVrUdMj FfxW fzjZs2 2-6-8 4-6-8 5-10-4 7-1-89-1-8 11-8-8 2-6-8 2-0-0 1-3-12 1-3_' -3 44 2-0-0 2-7-0 Scale=1:20.8 2x4 11 2x4 11 3x6= 12x4 1 4x5= 3 4 5x5= 6 5x6 2 13 I 0 a ry 12 i p 1 101 9 8 4x5= 7 10 4x5= 4x5= 4x5= 4-6-8 5-10-4 1 7-1-8 11-8-8 4-6-8 1-3-12 1-3-4 1 4-7-0 Plate Offsets(X,Y)-- [6:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.02 8 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(CT) -0.03 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 12 r1/a r1/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Wind(LL) 0.01 8 >999 240 Weight:66 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 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 10=686/0-5-8,12=649/0-3-0 Max Uplift 10=-192(LC 8),12=-182(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-810/22113-4=-810/221,4-5=-810/22117-1 1=-141/551,6-11=-141/551 BOT CHORD 9-10=-167/553,8-9=-221/810,7-8=-1 69/561 WEBS 2-10=-746/235,2-9=-80/384,5-8=-78/371,5-7=-674/214,6-12=-665/186 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=45ff;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 11-3-4 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. �� CjUi N V 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 `%�� P .. •F4 will fit between the bottom chord and any other members. `% ,� .•G E N •••�� 5)Bearing atjoint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� ••'�,� `SSC`••.• capacity of bearing surface. r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 Ib uplift at joint 10 and 182 Ib uplift No 68182 at joint 12. *�• 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. D SfOF41rNA1- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.Ids design Is based only upon parameters shown,and Is for an IndlAdual tmilding 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 Ixtllding 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 stablllty and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabfIcation.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and 8CSf Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,AJexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type !Qty Ply T13272143 15151 TO HJ04 Diagonal Hip Girder 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:28 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-KBi DTHgXTsbKSi U ucDyjlVT6R4vma_NW yvPU26zjZs1 5-7-2 -- --- 5-7-2 Scale=1:13.8 2 3.54 12 Io NAILED 7 N N O 1 d 8 3 3x6 11 NAILED NAILED 3x4= 5-7-2 5-7-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-71,J1`0_1-14,0-6-151 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) 0.07 3-6 >961 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 3-6 >597 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=147/Mechanical,3=84/Mechanical,1=230/0-7-0 Max Horz 1=67(LC 8) Max Uplift 2=-78(LC 8),3=-7(LC 8),1=-58(LC 8) Max Grav 2=147(LC 1),3=102(LC 3),1=230(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(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. ` U I N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 2,7 Ib uplift at joint 3 `, PQ•••••VF�� and 58 ib uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. `�� ,•' * G E N SFS••• ,�� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ` No 68182 LOAD CASE(S) Standard *;• •; 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 •, S O F •� Concentrated Loads(lb) O' (V Vert:8=-19(F=-10,B=-8) ik\ •�� O A�\�,�� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.IOM312015 BEFORE USE. j Design volld for use only with MlTekS connectors.This design is bawd only upon parameters shown,and is for an IndMdual building component,not a trU55 system.Before use,the building designer must verify the applicol,Bity of design parameters and property incorporate this design into ttre overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent Nocirig 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 huss systems,seeANSI/1PI i Quality Criteria,DSB-89 and BCSI Bul d ng Component i 6904 Parke East Blvd. Safety Informallon avallabie from Truss Plate Ins#"e,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type °Qty Ply T13272144 15151 TO HJ04A Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130s Sep 152017 MiTek Industries,Inc. Mon Feb 19 12:48:28 2018 Pagel I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-KBi DTHgXTsbKSiU uc Dyjl VT754vla_.N W yvPU26zjZs 1 -- 572 _ 5-7-2 2 Scale=1:14.1 3 2x4 II 3.54 F12 NAILED 9 1 10 5 NAILED NAILED 3x4= 2.4 11 4 3x6 11 5-7-2 -� 5-6-12 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/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 58 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 5-8 >669 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP - Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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 Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=234/Mechanical,1=222/0-7-0 Max Horz 1=67(LC 8) Max Uplift 5=88(LC 8),1=-55(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=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);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.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. `,111 �111111' 4)Refer to girder(s)for truss to truss connections. `�� U I N �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 ib uplift at joint 5 and 55 Ib uplift at oint 1. `,�OPQ 6)1 NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails per NDS guidlines. *` ,'•�, E•N SF••? 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 68182 LOAD CASE(S) Standard *;• •; 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) -0 Vert:1-2=-60,2-3=-20,4-6=-20 ,• •, <C/ Concentrated Loads(lb) p S Q[� 3 - Vert:10=19(F=-10,B=-8) �'�••,�� OQ�••\�,�� 11111N A` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.11103/2015 BEFORE USE. Design valid for use only with Mitek©connectors.This design Is based only upon parameters shown.and Is for an Individual b ulding component,not o truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall Lwkding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txacing MiTek' Is always fecluked for stability and to prevent collapse wlih posstAe personal Ir*zy and property damage. for general guidance regarding the fatxk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa.FL 33610 Safety Information avaltable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply T13272145 15151 TO HJ14 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:29 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-oN Fbgdg9EAj B4s25AxTygjOFC U E BJ Rdf BZ82aYzjZsO 5-7-2 572 2.12 12 Scale=1:23.3 2 NAILED 5 21x4 11 1 a 6 co 6 4 NAILED 3 3x4 '�i NAILED 5-7-2 -- � 5-7-2 Plate Offsets X,Y)-- [4:0_2-0,0_0-12L__ LOADING (psi) SPACING- 2-0-0 j CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.14 3-4 >473 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 3-4 >461 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.30 2 n/a r1/a BCDL 10.0 Code FBC2017/TP12014 i Matrix-MR Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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. REACTIONS. (lb/size) 4=217/0-7-0,2=154/Mechanical,3=62/Mechanical Max Horz 4=125(LC 8) Max Uplift 4=-131(LC 4),2=-126(LC 4),3=-50(LC 8) Max Grav 4=243(LC 27),2=154(LC 1),3=107(LC 19) 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.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) connection Provide mechanical (by others)of truss to bearing plate capable of withstanding 131 Ib uplift at joint 4,126 Ib uplift at joint 2 a d 50 b uplift at joint3 ,0 POU I N Vc74�,�'' 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. ,.•GEN'••,��i 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : •• �,� SSC` �� LOADCASE(S) Standard No 68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) •, S O F •'44/ Vert:6=-2(F=-1,B=-1) Z • 1,S,O N A,tG� . Joaquin Velez PE Ne.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verlry design parameters and READ NOTES ON THIS AND WCLUDED M?EK REFERANCE PAGE MB-7073 rev.IM32015 BEFORE USE. Design valld for use only with Mitekm,connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Brachg Indicated Is to prevent buckling of IndividLKA 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 Cdlerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa.FL 33610 L � Job Truss Truss Type ' +Qty Ply 713272146' 1515170 HJ24 Diagonal Hip Girder 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:30 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-Hapztzhn?U r2iOdHke_BNwYRxuaE2utpODub6_zjZs? 5-7-2 5-7-2 Scale=1:15.0 3.54 12 o 1 NAILED ry 7 O N � I 8 3 NAILED NAILED 3x4— 3x6 11 0 3-8 5-7-2 5-3-10 Plate Offsets(X,Y)-_ 1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 3-6 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 3-6 >596 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP I Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=147/Mechanical,3=84/Mechanical,1=231/0-4-15 Max Horz 1=67(LC 8) Max Uplift 2=-89(LC 8),3=-63(LC 8),1=-126(LC 8) Max Grav 2=147(LC 1),3=102(LC 3),1=231(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;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,�� PQU I N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 Ib uplift at joint 2,63 Ib uplift at joint 3 `�� ,Q .•G E•N'•.,• and 126 Ib uplift at joint 1. : ,•��,� S'�. •.• 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. N O 68182 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) •, $ F •'4 Vert:1-2=-60,3-4=-20 •. (V Concentrated Loads(lb) i� T••, Q" �� Vert:8=-19(F=-10,B=-8) i�A %�`s• O R I�.�G�`.` /OWA�E� %% Joaquin Veiez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MR-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 IndMdual 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 knlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systerns,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,Adexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' •,Qty Ply 7132721471 15151 TO HJ24A I Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:30 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-Hapztzhn?Uf2iOdHke_BNwYSLubk2utpODub6_zjZs? 5-7-2 5-7-2 Scale=1:14.9 2 3 2x4 I 3.54 FIT NAILED 11 I 1 i 1 i 12 5 NAILED NAILED 3x4= 2x4 114 3x6 I 0-4-4 5-7-2 r0-4 44 5-2-14 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) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 5-10 >891 180 , BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 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 Left:2x4 SP No.3 REACTIONS. (lb/size) 5=218/Mechanical,1=237/0-3-8 Max Horz 1=67(LC 8) Max Uplift 5=-104(LC 8),1=-80(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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. ll;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 20.0psf 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. ��`,J11 �111111, �� 4)Refer to girder(s)for truss to truss connections. Qv'N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 Ib uplift at joint 5 and 80 Ib uplift at ♦♦♦♦ PV F< oint 1. Q 6)j ♦NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148°x3.25")toe-nails per NDS guidlines. :♦♦ ,,•��G E N 5�.,� ��' 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 68182 LOAD CASE(S) Standard *;• •; 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) -1; Vert:1-2=-60,2-3=-20,4-6=-20 $TrR F Concentrated Loads(lb) ) Vert:12=-19(F=-8,B=-10) ��,'�•�� p \" Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE ME-7473 rev.10M)W1S BEFORE USE. 11 Design valid for use only with MITeK)connectors.This design Is based only upon parameters shown,and Is for an Individual building component not i a truss system.Before use,the building designer must verify the c"Aicabllh/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 lemporary and permanent bracing MiTe k Is always regrired for stability and to prevent collapse with possible personal In"y and property damage. For general gikkince regardng The fabrication,storage,delivery,erection and tracing of Trusses and truss systems,se.eANSI/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 i Truss Truss Type ` `Qty J Ply T13272148 15151TO J01 Corner Jack 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MITek Industries,Inc. Mon Feb 19 12:48:312018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-Im N L5JiQmn_vJACTHLVQw85jm IOPn L7yesd8f RzjZs_ 1-10-15 1-10-15 Scale=1:9.8 5.00 12 2 1 1 I 3 3x6 11 3x4= 1-10-15 _ 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-x[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 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a rVa BCDL 10.0 Code FBC2017[TP12014 Matrix-MP Weight:7 l FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-5(LC 12),1=-8(LC 12) Max Grav 2=46(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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 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. *4�� PCU N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 Ib uplift at joint 2,5 Ib uplift at joint 3 ,� .•G•E N and 8 l uplift at joint 1. �� ••��,� SF•••• No 68182 S OF '41J100 � o Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1avx2015 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 Inas system.Before use.,the building deslgner 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 tracing MITek' is always required for stability and to prevent collapse with possible personal Ir*Ky and property damage. For general guidance regarding the fabrk:atlon,storage,delivery,erection and bracing of trusses and thus systems,seeANSI/TPII Quality CrlteNa,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alevxylria,VA 22314. Tampa.FL 33610 Job Truss Truss Type `,Qty Ply T13272149 15151T0 JOtA Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:32 2018 Page 1 I D:zgoQoiuAQ8g5 H R W MjdZx7azyR56-Dyxklej2X56mxKnfr3Of S LdupiMOW oM5tW NiAtzjZrz 1-4-1 — 1-4-1 _ Scale=1:8.5 5.00,12 2 1 v a ><it 3 3x6 11 3x4= 1-4-1 1-4-1 Plate Offsets(X,Y)-- [1:0-0-QO-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 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:51b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=30/Mechanical,3=23/Mechanical,1=53/0-5-8 Max Horz 1=23(LC 12) Max Uplift 2=-17(LC 12),3=-7(LC 12),1=-4(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ff;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 D011=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. ��`',1 1�1111111 1 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 2,7 Ib uplift at joint 3 t�U N and 4 Ib uplift at joint 1. �� , . ' *EN No 68182 ST OF p N M E %% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A&WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/02/2015 BEFORE USE. Design valld for use only with MITekuD connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before useithe txllding designer must verify the cg-,pik:abllity of design pcxorneters and property kx�orporate this design Into the overall building design. Bracing ndk:ated Is to prevent buckling of Ir}Jtvkiud truss web and/or crx>rd members only. Addition"temporary and permanent bracing M[Tek Is always required for stability and to prevent collapse with possible personal Inpxy and property darnage. For general guidance regadkng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdioble from Truss Plate Institute,218 N.Lee Street,Supe 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' QtyPIY 713272150 15151 TO J02 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:32 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-Dyxklej2X56mxKnfr3OfSLduTiMiWoM5tW NiAtzjZrz 1-10-15 2-1-1 1-10-15 0 2-2' Scale=1:9.7 5.00 12 2 1 I Im 3 11 3x4= 1-10.15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6),[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 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3—3(LC 12),1=-8(LC 12) Max Grav 2=48(LC 1),3=34(LC 3),1=76(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;save=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , 1 will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,% PQU(N �/FZ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 Ib uplift at joint 2,3 Ib uplift at joint 3 `�� ,; .•G•E•N• •$1 .0 •. and 8 l uplift at joint 1. : ••'�,% SSC`••, No 68182 STA OF 44/- A�i:C% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 OWNER 0 WARNING-Verify design parameters and READ NOTES ON TW AND AYCLUDED Mr►EK REFERANCE PAGE MM-7473 rev.1OWM15 BEFORE USE Design valid for use only with MITek®connectors.M design Is based only upon parameters shown,and Is for an kndiMual 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 gnPBy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee street SL lte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type `Qty Ply j 713272151 15151 TO J11 iCorner Jack 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MITek Industries,Inc. Mon Feb 19 12.48.33 2018 Pagel ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-h9V6W_kglPEdZTMsPmYu?ZAxB5eHFFcF6A6FiJzjZry 1-10-15 1-10-15 3.0071-2 Scale=1:20.2 2 3x4 11 i 4 3x4= 3 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 3-4 >999 240 , MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 2 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:9 Ib FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 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. REACTIONS. (lb/size) 4=70/0-5-8,2=51/Mechanical,3=19/Mechanical Max Horz 4=104(LC 12) Max Uplift 4=-37(LC 10),2=66(LC 12),3=-47(LC 12) Max Grav 4=88(LC 19),2=64(LC 17),3=63(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.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& 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 e1b uplift at joint mechanical nt connection(by others)of truss to bearing plate capable of withstanding 37 Ib uplift at joint 4,66 Ib uplift at joint 2 ,,OPQu N and ..'GEN. � No 68182 �-0 - Z S OF '1/ ' ��iC�� •� 0R \'D. N Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 20,2018 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1&03/2015 BEFORE USE. j Design valid for use only with MitekV connectors.this design Is based only upon parameters shown,and is for an Individual Wilding component,not a irurss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall txAlding design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MireW Is always required for stability and to prevent collapse with possible personal Injury and properly darnage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of Musses and truss systems,seeANSIPPI I Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available From Truss Plate Institute,218 N.Lee Street.Sulte 312,Alezandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type r •',Qty Ply T13272152 15151TO J12 Jack-Open 1 1 Job ReferenceLptionap Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:34 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-9L3Uj Kk13iMUAdx2zU37Xmj67V_Z_isO KgsoEmzjZrx -10-15 2-1-.1 1-10-15 0-2- 3.00 12 Scale=1:20.2 2 3x4 1 ILII III v di I� o 4 3x4- 3 1-10-15 2r1-1 r 1-10-15 2- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 2 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-MR Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 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. REACTIONS. (lb/size) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=103(LC 12) Max Uplift 4=-34(LC 10),2=-67(LC 12),3=-41(LC 12) Max Grav 4=87(LC 19),2=65(LC 17),3=60(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.Opsf;BCDL=5.Opsf;h=25ft;B=45f;L=24ft;eave=4ft;Cat. Il;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 34 Ib uplift at joint 4,67 Ib uplift at joint 2 ,�� IN VFX I�� and 41 Ib uplift at joint 3. PQui� .`� 'S...*'GENS • No 68182 -10 � 3 SOF :�441 � r fR N Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND WCLUDED MITER REFERANCE PAGE AM-7473 rev.I&MV2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon pararneters shown,and Is for an kxiividual building corns: anent,not a truss system.Before use,the building designer must verify the aprrllcability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi TT ek" Is always recluked for stability and to prevent collapse with possible personal In"y and property ckxnage. For general guidance regarding the fabricaeon,storage,delivery,eredakxr and bracing of trusses and taus systems,seeANSi/TPI i Quality Criteria,DSB-99 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 i Job Truss Truss Type ' Qty Ply T132721531 15151TO J21 ICorner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:34 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-9L3UjKkl3iMUAdx2zU37XmjEkV2q_isOKgsoEmz Zrx 1-10-15 1-10-15 Scale=1:9.8 5.00 12 2 I I 3 3x4=3x6 11 0-3-0 1-10-15 _ 0-3-0 1-7-15 Plate Offsets(X,Y)-- [1:0-0=0,0-1 LOADING (PST) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 2 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-3-8 Max Horz 1=32(LC 12) Max Uplift 2=-33(LC 12),3=-25(LC 12),1=-35(LC 12) Max Grav 2=46(LC 1),3=34(LC 3),1=76(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. 11;Exp 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&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 ��`,,1 1 1 1 1 111' �� will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `I PpI N .0 • ... 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 2,25 Ib uplift at joint 3 •,O . EN ��i� and 35 Ib uplift at joint 1. ♦� ••��,� SF•••• �� ♦ 0 No 68182 �'.. S OF :40/ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.i1W12015 BEFORE USE. Desi valid for use only with MlTekO connectors.This design is based only upon irameters shown,and Is for car Individual building component,Design Y ( Y Pr Fx ng parent,net a truss system.Before use,the building designer must verify the aiicc"Ily of design parameters and properly incorporate this design into the over pp [wilding 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 coilopse with possbie personal Injury and property damage. For general guidarice regarding the fabrication.storage,delivery,erection and tracing of trusses and taus systems,see-ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty �y 713272154 15151TO J22 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:35 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-dXdsxglwgOULonW EW BaM4_FPNv09j96YZUbMnCzjZrw 1-10-15 2-1-1 1-10-15 0-2-2 Scale=1:9.7 5.00 12 2 i i �co d 3 1 3x4=3x6 11 a3 0 1-10.15 12' a3o 1-7-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a r1/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-3-8 Max Horz 1=32(LC 12) Max Uplift 2=-35(LC 12),3=23([_C 12),1=-36(1_C 12) Max Grav 2=48(LC 1),3=34(LC 3),1=76(LC 1) 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=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(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 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 `,t J 1111 8 1 11, will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ♦♦♦♦ POIU)N VE4 5)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 35 Ib uplift at joint 2,23 Ib uplift at joint 3 `♦♦ ,O .•G•E•N and 36 Ib uplift at joint 1. �,� `SF•'.� �i 0 No 68182 �-10 � ,0 S OF T• A, P.� '0�''�iS/�NAI E��♦ 'Mil Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verity ded9n parameters and READ NOTES ON THIS AND INCLUDED Al"EK REFERANCE PAGE NI-7473 rev.111M 015 BEFORE USE ,I Design valid for use only with MITek®connectors.ltils 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 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/ox award members only. Additional temporary and permanent tracing M[Tek' Is always required tot stability and to prevent collapse wtih possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713272155 15151TO T01 HALF HIP SUPPORTED 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:35 2018 Pagel ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-dXdsxglwgOULonW EW BaM4-FO3vORj8yYZUbMnCzjZrw 2-4-13 5-6-0 2-4-13 -�— 3-1-3 Scale=1:10.5 3x6= 2x4 11 2x4 11 2x4 I 5.00 F12 2 3 4 5 i q 1 I N . O O 6 7 6 2x4 i 2x4 2x4 11 2x4 5-6-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-41 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 0.08 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 i Matrix-S Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-0. (lb)- Max Horz 1=32(LC 12) Max Uplift All uplift 100 Ib or less at joints)1,6,7,8 Max Grav All reactions 250 Ib or less at joint(s)1,6,7,8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-129/250 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ``,1 1 1 1 1 1 1,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `�� 3)Provide adequate drainage to prevent water ponding. ,�. PQU I N �/�< 4)Gable requires continuous bottom chord bearing. `%� ,0 .•G E•N F�pie 5)Gable studs spaced at 1-4-0 oc. : ,•'�,� S'�•••• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 7)`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 No 68182 • will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,7,8. ST OF 4fi��S;�N Al- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIP7473 rev.1061WIS BEFORE USE. Ill Design valid for use only with MlTekm,connectors.This design is based only upon parameters shown,and Is for an Individual binding 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 1 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adclitlorxl temporary and permanent bracing Wek• Is always 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/TPf 1 Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 iJob Truss Truss Type • •I Qty Ply 713272156 15151TO T02 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:36 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-5kBE80mYbKcCQx5R4v5bdBoW 3JeeScVhoBLvJezjZry 4-7-13 5-6-0 4-7-13 0-10-3 4x5— Scale=1:16.7 2 3 1 5.00;12 10 9 5 4 2x4 11 3x5 11 2-7-10 4-7-13 5-6-0 2-7-10 2-0-3 0-10-3 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6] [1:0-G-5,0-6-51,[1:0-2-4,0-1-11 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.08 5-8 >843 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 5-8 >643 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-AS Weight:21 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=24/Mechanical,4=194/Mechanical,1=218/0-5-8 Max Horz 1=80(LC 12) Max Uplift 3=-17(LC 8),4=-63(LC 12),1=-39(LC 12) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=411;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 4-7-13,Exterior(2)4-7-13 to 5-5-4 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. ```1 1 �1 1 i ll, 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 `�� P .. N VF4 �� will fit between the bottom chord and any other members. ,�� ,O e•G E•N �� 6)Refer to girder(s)for truss to truss connections. �� ...•�1 `s$`•••• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. 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 No 68182 sheetrock be applied directly to the bottom chord. * ••# S F '441 10 441 % Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A&WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7073 rev.10D3/2015 BEFORE USE. Design valid for use only with MITekA connectors.This design Is based only upon patameters shown,and Is for an Individual building component-not a truss system.Before use.the building designer must verify the apt-Aicablilty of design pxxameters and property incorporate this design Into the overall buicong 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 6 4 Qty Ply 713272157 1515170 T03 Hip Girder 1 1 •Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:38 2018 Page 1 IDzgoQoiuAQ8g5HRW MjdWazyR56-261?Zinp7xsvfFEpCK73ictrl6FewN7_FSgONXzjZrt 14-2-8 3-1.3 6-2-8 -8-1 7-6-8 8-10-8 10-2-8 11-6.8 12-10-8 13.8-4 17-3-13 20-" 0-9-12 1-4-0 1.4-0 1-4-0 1.4.0 '0-9-12b-6-4 3.1-5 3-1-3 5x6= Scale=1:36.4 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 10 e 12 36 37 4x5= 5 14 4x5— 5.00 12 7x10':z 5x6' 35 I 38 5x6 7x10 zz 9 1 2 4 15 LD0 4x5 4x5 10x12= 18 1 D 0 28 24 29 23 30 22 31 21 32 33 20 34 25 19 36 11 4x5= 6x6= 410= 4x5= 4x5= 3x5 I I 3 13 6 5 12 10-2-8 13-8-4 17-3-13 20 5 0 3 13 3-7-8 3-5-12 3 5 12 3-7-8 3 13 Plate Offsets(X,Y)— [2:0-2-8,0-2-12],[3:0-1-15,Edge],[10:0-3-0,0-2-41,116:0-0-7,Edge],[17:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.12 22-23 >999 180 BCLL 0.0 ' Rep Stress incr NO WB 0.62 Horz(CT) 0.04 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:153 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, 2-17:2x6 SP No.2 except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-8 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):9,6,13 REACTIONS. (Ib/size) 25=1459/0-5-8,19=1461/0-5-8 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Horz 25=126(LC 7) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift 25=-432(LC 8),19=-432(LC 8) GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSVTPI 1. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1715/525,2-3=-2296(718,3-4=-1427/500,4-6=-1332/454,6-7-1332/454, 7-9---1332/454,9-1 1=-133?J454,11-13=-1332/454,13-15=-1332/454,15-16=-1452/511, 16-17=2322f729,17-18---1719/524,1-25-1381/422,18-19---1385t421,3-5=-9651271, 5-8=-978/330,8-1 O=925/335,10-12=-925/335,12-14=-978/330,14-16=-966/271 BOT CHORD 23-24=-406(1528,22-23=-630/2303,21-22=-62812305,20.21=-409/1532 WEBS 2-24=-407/165,2-23=-268/936,4-23=-418/238,9-22=-28/401,15-21=-414/238, 17-21-279/949,17-20-399/169,1-24=-449/1628,18-20=447/1633,9-10=-131/484, 5-6-269/181,13.14=-268/181 ,11111111111//I NOTES `N% 1)Unbalanced roof live loads have been considered for this design. %%N ,� ••G•E•N ��i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=241t;eave=4ft;Cat. ••• S�C`�••• �� 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)Provide adequate drainage to prevent water ponding. No 68182 4)All plates are 2x4 MT20 unless otherwise indicated. * yt 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 =-0 will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 3 ST OF :4 25=432,19=432. ,�••,Al P 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. i� O R ,O•. �\`�� Hanger(s)or other connection device(s) be provided sufficient to 9)down artd 6 lb down at d 116 14b up t 26 Ib dolun and t 6-3-12,126 lb do Ib n 116 bat 14-1-4,support 3-1 b126 lb and 106ab up a 113 b 16-1�n top chorda up at 10-2-8,126 lb ss;0 N A� and 174 Ib down and 83 Ib up at 2-3-12,58 Ib down at 4-3-12,58 Ib down at 6-3-12,58 Ib down at 8-3-12,58 Ib down at 10-3-12, Joaquin Velez PE No.68182 58 ib down at 12-1-4,58 Ib down at 14-1-4,and 58 Ib down at 16-1-4,and 174 Ib down and 83 Ib up at 18-1-4 on bottom chord. MiTek USA,Inc.FL Cert 6634 The designtselection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: LOAD CASE(S) Standard February 20,2018 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE AUL7473 rev.11W302015 BEFORE USE Design valid for use only with MiiekC connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before rise,the building designer must verity the applicability of design parameters and properly Incrxporate this design into the overall I building design. Bracing indicated Is to prevent buckling of Individtal tnm web and/or chord members only. Addifimd temporary and permanent bracing MiTek' Is dwoys required for sfabillty and to prevent collapse with possible personal tNL#y and property damage. For general guidance regarding the fabrk:ation,storage,delivery,erection aril bracing of trusses and inns systems,seeANSI/TPII Quality Criteria,OSS-89 and SCSI Building Component 6904 Parke East Blvd. SdNy IMormaBon ovdidble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type AQty Ply 713272157 15151TO T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:38 2018 Page 2 I D:zgoOoiuA08g5HRW MjdZx7azyR56-261?Zinp7xsvfFEpCK73ictr16FewN7_FSgONX4Zrt LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=f0,2-3=-60,16-17=-60,17-18=-60,19-25=-20,3-10=-60,10-16---60 Concentrated Loads Ob) Vert:23=-51(F)22=-51(F)10=-86(F)26=-86(F)27=-86(F)28=-174(F)29=51(F)30=-51(F)31=-51(F)32-51(F)33=-51(F)34=-174(F)35=-86(F)36=86(F) 37=-86(F)38=-86(F) V WARNING-Verity design parameters and READ NOTES ON THIS AND MICLUDED MIrEK REFERANCE PAGE M9-7073 rev.1003M15 BEFORE USE. ' Design valid 1,x use only with MI1ek,N 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 verity the appllcablilty of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual Russ web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possmle personal Inlay and property damage. For general guldQnce regarding the fabrication,storage,delivery,erection and bracing of fusses and buss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Butiding Component 6904 Parke East Blvd. Safely Information available from Truss Plate klstifule.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type e •Qty Ply 713272158' 15151 TO T04 Common 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:39 2018 Pagel ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-WJsNm2oRuF_mHOp011 elEgQOgWc2fut7U6ZZWzzjZrs 5-8-4 10-2-8 14-8-12 20.5-0 5-8-4 4-6-4 4-6 4 5-8-4 Scale=1:37.5 6x6= 3 5.00 12 � 12 2x4 II 11 20 II 2 4 i 10 13 _o ui 4x5 4x5 1 5 1 0 8 14 15 7 9 62x4 1; 20 II 7x10- 4x10- 5-8-4 _ 14-8-12 20.5-0 5-8-4 9.0-8 5-8-4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 7-8 >773 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:113 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 REACTIONS. (Ib/size) 9=805/0-5-8,6=805/0-5-8 Max Harz 9=-1 24(LC 10) Max Uplift 9=-21O(LC 12),6=-213(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1093/348,2-3=-1090/454,3-4=-1085/456,4-5=-1097/359,1-9=-763/298, 5-6=-762/300 BOT CHORD 7-8=-183!727 WEBS 3-7=-122/408,4-7=-328/231,3-8=-132/412,2-8=-332/23311-8=-210/877,5-7=-224/879 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;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) 10-2-8 to 13-2-8 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 PQU1N VF< 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� ,O .•GENS; 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •••�,� �`�••� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) N O 68182 9--210,6=213. � >t';• 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. CC ST OF • � ' Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MB-7473 rev.1OM32015 BEFORE USE. Design valld lot use only with MifekA)connectors.This design Is used only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer murst verity the appllcc"ity 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 regording the faWatko,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. LI — rm Safety Infoation available from Truss Plate Institute.218 N.Lee Street,Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 - — -- Job Truss Truss Type Qty Ply T13272159 1 15151 TO T06 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:39 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-W JsNm2oRuF_mHOp011 el EqQ 1 J W hnfx47U6ZZwzzjZrs 4-0-0 + 8-1-0 4-0-0 4-1-0 Scale=1:25.4 3.00 12 5x6= 2x4 11 9 2 10 3 4 3x4 � 1 0 M 1 sol 7 6 8 30= 5 2x4 11 3x4 4-0-0 8-1-0 - 4-0-0 4-1-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:51 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 REACTIONS. (lb/size) 8=315/0-5-8,5=300/Mechanical Max Horz 8=144(LC 11) Max Uplift 8=-111(LC 8),5=-132(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-288/226 BOT CHORD 6-7=-2161259 WEBS 2-6=-272/223 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.Opst;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Extedor(2)4-0-0 to 7-11-0 zone;end vertical right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip 41111111111111,, DOL=1.60 3)Provide adequate drainage to prevent water ponding. "s oi'.QU I N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� • Ci E• Is , 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 �� ,••�,� SF•••• i will fit between the bottom chord and any other members. .0 6) Refer to girder(s)for truss to truss connections. No 68182 ' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8=111,5=132. 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. i ST F • �• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MM-7073 rev.10/03!1015 BEFORE USE. Design valld for use oNy with WOW connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a trim system.Before use,the building designer must verify the aWICUbility of design parameters and properly Incorporate this design Into the overall j'=FMI'�n " ing IT@k ,storage,delivery,erection and lxacirrg of trusses and tn>ss systems,seeAN51/iPil Ouadry Criferb,D58-09 and BCSI Budding Component 6904 Parke East BNd. lefy Information avdlade from Trues Plate Institute.218 N.Lee Street.Suite 372,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713272160' 15151TO T07 Halt Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:40 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-_VQI_Np3fY6duYOCJkAXn i z8QwO8OOAHjmJ7SPzjZrr 6-0-0 6-0-0 Scale=1:26.6 3.00 12 5x6= 2x4 II 2 3 4 10 j Li 3x4= 9 1 ci 0 .n CZ e IT 0 7 6 B 3x4= 3x4=5 2x4 11 6-0-0 8-1-0 6-0-0 2-1-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Udi PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.04 7-8 >999 240 j MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 n/a rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-AS Weight:54 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 REACTIONS. (lb/size) 8=315/0-5-8,5=300/Mechanical Max Horz 8=146(LC 12) Max Uplift 8=-82(LC 8),5=-127(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-267/171 WEBS 2-7=-19/267,2-6=-363/253 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. It;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 6-0-0,Exterior(2)6-0-0 to 7-11-0 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 1%11111111/1 3)Provide adequate drainage to prevent water ponding. Q`�� U N �� 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. P` 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 %,�,O ........N'• ��i� will fit between the bottom chord and any other members. ,•.�,� S'�''.• �� 6)Refer to girder(s)for truss to truss connections. i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except Qt=lb) No 68182 5=127. 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. -10; :5 ST OF : 44J i';ff5��N A�* %0%% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03@015 BEFORE USE. Design valid tot use only with MiTekf,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 verify the apf-Ak:abilly of design parameters and properly Incorporate lints 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 WOW Is always required for stability and to prevent elapse with possIb4e 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 Ifom Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ieQty Ply T13272161 15151 TO T09 Monopitch 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:41 2018 Pagel I D:zgoQoi uAQ8g5HRW MjdZx7azyR56-Sh_7BjghPsE U W izOtShmKFV PgKEo7suQxQ2g_szjZrq _ 4-0-8 8-1.0 4-0-8 4-0-8 3.0071-2 2x4 3 4 Scale=1:28.3 II i 3x4% 9 2 B 2x4 11 1 1 1 I� 0 6 7 3x4=5 3x4= B-1-0 i 8-1-0 Plate Offsets X,Y-- 2:0-1-12,0-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.23 6-7 >410 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.49 6-7 >195 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 5 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-AS Weight:49 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 REACTIONS. (Ib/size) 5=300/Mechanical,7=315/0-5-8 Max Horz 7=165(LC 12) Max Uplift 5=-129(LC 12),7=-68(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. 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 7-11-0 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 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. 1�1�1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Qt=1b) ++%f��v IN VllZ 5=129. ++ Pp F< �j 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 ,++ ,O •G E. ��i0 sheetrock be applied directly to the bottom chord. �� .•��,� SF•'.• No 68182 ONY SOF QJ ' .00 . 7 •,SS's 1�N A11 111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE W7473 rev.101MO1S BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appikx"Ity of design parameters and properly incorporate this design Into the overall brdldiing design. Bracing indicated Is to prevent buckling of Individual Mm 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 fabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. —_ Tampa.FL 33610 Job Truss Truss Type Qty Ply 713272162 15151TO T10 Monopitch ll 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:42 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-wuYVP3gJAAML8sYaR9C?sS2asklpsKraA4oE W IzjZrp 4-0-0 4-0-0 Scale=1:13.7 2 3 2x4 I 5.00 12 9 t > 5 4 2x4 11 3x4= 3x6 I 4-0-0 4-0-0 Plate Offsets x,Y)-- (11:0-0-0,0-1-61,f170-1-11,0-4-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a r1/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=143/Mechanical,1=157/0-5-8 Max Horz 1=65(LC 12) Max Uplift 4=-54(LC 12),1=-24(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.Opst;h=25ft;B=451t;L=24ft;eave=41t;Cat. ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extehor(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 3-10-0 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 3-6-0 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. `N�` ;* U N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,1. ` ,� (`,E N 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 �� ••��,� `s��•.� sheetrock be applied directly to the bottom chord. No 68182 ST OF • 00 . <[/Al . Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.IM32015 BEFORE USE. Design viii for use only with MlTekcr�connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a Irtm system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �A T brillding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addiikxiat temporary and permanent bracing IYl dais id Is always required tot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxk:afion,storage,delivery,erection and bracing of trusses and truss systems,see"Sti rpll Cuaitty Criteria,DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Salety Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 Job Truss Truss Type -cty Ply 713272163 15151TO T10A Monopitch Supported Gable 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:42 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-wuYVP3gJAAM L8sYaR9C?sS2 W W kmrsKraA4oE W IzjZrp 4-0-0 4-0-0 Scale=1:13.7 2 3 12x4 I 5.00 12 7 6 1 5 4 3x4= 2x4 3x6 4-0-0 4 -0-0 --_ --- ---� Plate Offsets(X Y)-- [1:0-0-0,0-1-61,[170-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 2 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=235/4-0-0,4=-70/4-0-0,1=136/4-0-0 Max Horz 1=76(LC 12) Max Uplift 5=-20(LC 12),4=-140(LC 3),1=-22(LC 12) Max Grav 5=285(LC 3),1=136(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-113/266 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. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 3-10-0 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(normal to the face),see Standard Industry N Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `, 0;1( . . V 3)Gable requires continuous bottom chord bearing. `% , • G E/� 4)Gable studs spaced at 1-4-0 oc. �� •'•�.� `SF•'•• �� 5 This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. i 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 wideN O 68182 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)5,1 except Qt=lb) _ Dal 4=140. '0 S OF .' <U. 01 P '� : Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 114I7479 rev.10M/20/5 BEFORE USE. Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and is for an kndlvldual building component,not a tnrss system.Before use,the txdidirg designer must verity the applicability of design paameters and properly Incorporate this design Into the overall building design. Bracing indk:ated Is to prevent buckling of kxtivkival Kiss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablitty and to prevent collapse with possible personal ktlray and property damage. For general guidance regarding the fabrbatbn,storage,delivery,erection and bracing of frusses and truss systems,seeANSI/1PI I Guaafy Criteria,DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272164 15151 TO T11 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:43 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-046ucPrxxTUC107n_tjEPgbkJ7?t bjnjPkXn3kzjZro 4-0-0 7-11-8 8.5-8 4-0-0 3-11-8 0-6-0 Scale=1:17.3 4x5= 3x4= 2 12 3 4 5.00 12 11 N 1 Ia 7 3x4= 6 3x5 I 3x4= 5 3x6 ;I 4.0-0 7-11-8 8-5-8 , 3-9.0 3.11-8 — 0.6-0 Plate Offsets(X,Y)-- [1:0-1-11,0-4-131,[1:0-0-0,0-1-6],[6:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) -0.01 1 n/a Na BCDL 10.0 Code FBC2017lrP12014 Matrix-AS Weight:36 Ib FT=200/6 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 WEDGE Left:20 SP No.3 REACTIONS. (Ib(size) 5=297/0-5-8,1--328/0-3-8 Max Horz 1=69(LC 12) Max Uplift 5=-202(LC 9),1=-193(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-453/613,2-3=-376J609,3-6=-326/467 BOT CHORD 1-7=-606/379 WEBS 3-7=-700/432 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=5.0psf;h=25ft,B=45ft;L=24ft;eave=4ft;Cat. %J111111111111 II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C Cxpos�C�COfoamelnbers and forces&MW FRS for reactions sholNn to ``��OPQU IN V�z� 7-10-0 zone;cantilever left exposed;porch left and right e Lumber DOL=1.60 plate grip DOL=1.60 �� , ••GEN 3)Provide adequate drainage to prevent water ponding. �� .•• � `SF'•.• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 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 No 68182 will fit between the bottom chord and any other members. * •; 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=202,1=193. 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 •:• S O F :•14J Z sheetrock be applied directly to the bottom chord. 0 . 14 • O N A' Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Verify dsdgn parameters and READ NOTES ON THIS AND INCLUDED WEK 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 taus system.Before use,the building designer must verify the apt-Alcabllty 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 brackrg MiTek- Is always required tot stability and to prevent collapse with possble personal Intury and property do nage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanpa,FL 33610 Job Truss Truss Type 'Qty Y 713272165 15151TO T12 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:44 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-sGfGglsainc3NAizYaETxt7rhXMAKBOseOH KbAzjZrn 6.0.0 7.11-8 8-5-8 6-0-0 1-11-8 QB-0 4x5= Scale=1:19.6 30= 2 3 4 5.00 F12 12 0 11 1 d q Ia 7 3x4= 6 SII 3x4= 5 3x6 11 3 6-0-0 5-9-0 1-118 060 Plate Offsets MY)-- f1:0-1-11 0-4-13) (1:0.0-0 0-1-6) (6:0.3-0 0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 7-10 >851 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.09 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.02 1 rVa ri/a BCDL 10.0 Code FBC20171TP12014 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=103(LC 12) Max Uplift 5=-192(LC 12),1=-1 83(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-318/348,2-3-229/388,21-6=491f791 BOT CHORD 1-7=-392/234 WEBS 3-7=-838/494 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=24ft;eave=oft;Cat. ``,111 I 1 I1I ll;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Extedor(2)6-0-0 to � U j N V�z�Z�Z 7-10-Ozone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; `� P,Q. • F� �� Lumber DOL=1.60 plate grip DOL=1.60op', ••G E•N �� 3)Provide adequate drainage to prevent water ponding. `s F••. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 No 68182 will fit between the bottom chord and any other members. Z * •; 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5=192,1=183. 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. O'.� S OF44/ ";J* �O N A %��\ 111#1111110% Joaquin Velez PE No.68182 MiTek USA,Inc.I'L Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-VwW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rov.ipMZ015 BEFORE USE Design valid for use only with MITeM connectors.This design is based only upon parameters shown,and Is for an Indh4dual bulding component not a Iftm system.Before use,the building deslgner must vedfy the applicaWlty of design parameters and properly Incorporate this design Into the overall brBlding design. Bracing Indk:ated h to prevent buckling or individual truss web and/or chord memt.�ers only.Additbrol temporary and permanent bracing MiTek Is always required for stability and to prevent collapse wlm possible personal krkaY and property damage. For general grddance regarding the fatxication,storage,delivery,erection arxi tracing of inrsses and hrlss systems,seeANSI/IP11 Auallty CAterta,DSB-09 and BCSI BuBdMy Component 6904 Parke East Blvd. Safety InformaBon ovdlable from Truss Plate Institute,218 N.Lee Sheet Sufte 312,Wexandrlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type •'II Qty I Ply 713272166 15151 TO IT13 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:45 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-KSDe 15tCT5kw?J H9611 i U5g?Dxib3e6Os2Ou7dzjZrm 6-0-0 7-11-8 6-0-0 1-11-8 Scale=1:23.3 2x4 11 3 4 2x4\\ 5.00 F12 2 11 10 1 IT 6 5x6= 3x4= 5 0 33- 8-5-8 0 3-0 8-2-8 Plate Oftsets�XY-- 1:0-0-6,0-01:06-5,0-0-5,[1:Edge,0-2-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.40 6-9 >247 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.32 6-9 >310 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.03 1 rVa Na BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS —�_ Weight_35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=133(LC 12) Max Uplift 5=-203(LC 12),1=-171(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-277/202 WEBS 2-6=-387/531 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 Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-0 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. %% PpU N 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 �%� ,� ••GS EN Will fit between the bottom chord and any other members. �� ,••\1 $C`••,• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) i 5=203,1=171. No 68182 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 ST OF 44J .*'/ON *'/O N A� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design perametere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rw.I&V3,2015 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 rue,the building designer must verity the applicability of design pararneters 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 inns systems.se.eANSI/TPI I Quality Criteria,DSB-89 and SCSI Malting Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate Institute,218 N.Lee Sheet.Sulte 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T13272167 15151T0 T14 Half Hip Girder 1 21 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:45 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-KSDel5tCT5kw7JH961liU5g52xec3dmOs2Ou7dzjZrm 4-11-8 2.4-2 4.7-8 4-" 6.6.8 8.5.8 2-4-2 2-3-6 o- -8 1-7-0 8.5;8 0-3-8 Scale:3/4•=1' 0.25 12 3 7x6 II 2x4 8 4 1 21(4 II 231(4= 10 T Li I I 7 9 6 3x4= 5 3x4= 3x4= 2-4-2 4.11-8 6-68 8 5 8 3-0 2-1-2 2-7-6 1-7-0 1-11-0 Plate Offsets(),Y)-- f3:0-3-0,0-2-01 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.02 5-0 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 IVa r1/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.04 6-7 >999 240 Weight:88 Ib FT=20% LUMBER- BRACING TOP CHORD 2x6 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=113510-5-8,7--659/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-102(LC 8),7=215(1-C 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1807/894 BOT CHORD 6-7.-643/1246,5-6-963/1906 WEBS 3-6=245/426,2-7=-1362/68312-6=3321585,3-5=-1999/1010 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,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 ♦♦♦♦O PQU)N• 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=241t;eave=tft;Cat. ; ,•��G E N 5+�.,� 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 8-3-12 zone;cantilever N O 68182 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 *; 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :• S T O F will fit between the bottom chord and any other members. 0 jv 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1b) i� ,�••,�� O P•,%\�♦�♦ 5=102,7=215. '��s •., OR, , \�`♦♦ LOAD dRoof Live DLumber Increase=1.00,Plate Increase=1.00 (balanced): Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:4-10=-100,7-9=-10,5-9=-244,1-10=-100 MiTek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING•Verily deagn parameters and READ NOTES ON THIS AND AYCLUDED ABTEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.TNs design B based only upon parameters shown,and Is for uir in:lividual building component.not a taus system.Before use,the building designer must verity 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 chard members only. Additional temporary and permanent bracing 'MiTek Is always required for stability and to prevent collapse with possible personal klhxy and property damage. For general guidance wgardinq the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUMl Quality Criteria,DSII-119 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate ktstlMe.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type h, Qty Ply 713272168 15151TO T15 Half Hip 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:46 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-pfnOERugEOsndTsMg?Hx1 IDEeLyAo_p95imRg3zjZd 2-4-2 4-7-8 4-8-0 6-6-12 8-5 0. -8 2-4-2 2-3-6 -8 1-10-12 1.10-12 Scale:3/4'=1' 0.25 12 2x4 I 3 7x6 i I 8 4 2x4 II 23x4= 10 1 ILi 7 9 6 3x4= 5 3x4= 4x5= 03-0 11 2.4-2 4-7.8 4 8.5-8 1 2.1.2 2.3e6 3.9.8 0.2-5 Plate Offsets(X,Y)-- [3:0-3-0,0-1-121,[5:0-2-8.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.11 6-7 >887 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.12 6-7 >836 240 Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5--74710-5-8,7=684/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-229(LC 8),7=-233(LC 8) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1745/1022 BOT CHORD 6 7=-707/1214,5-6--1104/1837 WEBS 3-5=-1926/1157,2-7=1328!753,2-6=-399/552,3-6=-298/400 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft eave=4tt;Cat. 11;Exp C;Encl.,GCp4=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-12 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 `%1111111111' DOL=1.60 �� 1/ 2)Provide adequate drainage to prevent water ponding. `�� P,QU j N VF4 �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� ,� .•G•E•N S; F��i�� 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. i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) No 68182 5=229,7=233. * tF 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s)is the responsibility of others. =-D: :jr LOAD CASE(S) Standard �O••• S O F :441 to 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i� ,�•••.c� O P`,%\�1,�� Uniform Loads Vert:4(110) R -100,5-7=-10,1-10=-100 �i��s �• t�,�� Concentrated Vert9=-533 ds (lb) �1S;0 N A; %% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A147473 rev.1Q93@075 BEFORE USE Design valid for use only with Mllek,D connectors.This design Is 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:abllty 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 tempcxary and permanent bracing Ml Tek Is,always required for stability and to prevent cotiapse with possble personal Miry and property damage. For general guldanc-regarding the fabrication,storage.delivery,erection and bracing of trusses and teas systems.seeANSVMI Gully Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate institute,218 N.Lee Sheet,Sidle 312.Alexandria,VA 22314. 1 Tampa.FL 33610 _ I Job Truss Truss Type Qty Ply 713272169 1515170 716 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:47 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-HrLOSnuS?i?eEdRYDjoAZW IRW IKt XW 3JKMV?CVzjZrk 4-11-8 2-4.2 4-7-8 4 6a-8 2-4-2 2-3-6 '-No 1-7-0 1-11-0 0-3-8 Scale:3/4•=1' 0.25 12 3 7x6 II 2x4 II 8 4 2x4 II 23x4= 10 1 i 1 1 7 9 6 3x4— 5 3x4= 3x4= 30 2-4-2 4-11-8 6-6-8 8-5-8 2-1-2 2-7-0 1-7-0 1-11-0 Plate Offsets(X,Y)-- [3:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (foc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.02 5-6 >999 360 MT20 244!190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 5 n/a We BCDL 5.0 Code FBC2017[TP12014 Matrix-MP Wind(LL) 0.04 6-7 >999 240 Weight:88 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (lb/size) 5=1160/0-5-8,7=683/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-96(LC 8),7=209(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1892/895 BOT CHORD 6-7.-643/1288,5-6=-96312000 WEBS 3-6=-246/461,3-5=-209711010,2-7=-1409/683,2-6=-332/630 NOTES- 1) OTES1)2-ply truss to be connected together with t Od(0.131'x3)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,20-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ,,1111111111/ Webs connected as follows:2x4-1 row at 0-9-0 oc. �� // 2)All plyiconnect ons haveoads are rbeen pequrolvided Ito distributied to all le iesonly loads,except tnoted anoted s(F)or(B),ufront(F) rnless otherwise indicatedD CASEU S)section.Ply to ,`%'opP N• VF�� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. ; •• G E N* 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 8-3-12 zone;cantilever i lett exposed;porch left and right exposed;C-C for members and forces 8•MW FRS for reactions shown;Lumber DOL=1.60 plate grip No 68182 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. -O; 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :• S T O F will fit between the bottom chord and any other members. 441 7)Provide mechanical.connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=lb) ,(�[•�•,�`� O P,•\�`�� 7=los. �``s .,••R ,••.•�(j`�� LOAD CASE(S) Standard �� s�� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 /////111111111 Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:4-10=-100,7-9=-10,5-9=-244,1-10=-100 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 nv.10MM15 BEFORE USE Design valid for use only with Milekis connectors.This 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 treses and huss systems.seeANSI/TPil Quality Criteria,DSB-09 and SCSI Budding 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 T13272170' 15151 TO T18 Hip Girder 2 1 _ I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:48 2018 Page 1 I D:zgoQoi uAQ8g5 H R W MjdZx7azyR56-11 vnf7v4mO7Vsn?knQJP6j I ayBm UGOISZOFYkyzjZrj 4-0-0 ,4-4-8 4-9-0 B-9-0 — - +— - - - 4-0-0 0-4-8 0-4-8 4-0-0 Scale=1:18.8 4x5 I I 2 5.00112 N 3 t o 0 4 NAILED 3x6 11 2x4 11 3x4- 3x6 11 3x4= 4-0-0 4-4-8 4-9-0 8-9-0 4-0-0 o a-a 0-4-8 a-o-o Plate Offsets(X Y)-- [1:0-0-0,0-1-61 [1:0-1-11,0-4-131,[3:0-0-0,0-1-6],[3:0-1-11,0-4-13] 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) -0.02 4-10 >999 240 , MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.03 4-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 3 rVa n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:32 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=506/0-5-8,3=506/Mechanical Max Horz 1=32(LC 24) Max Uplift 1=-167(LC 8),3=-1 67(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-828/300,2-3=-828/300 BOT CHORD 1-4=-2281726,3-4=-228/726 WEBS 2-4=-29/266 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.Opst;h=25ft;B=45ft;L=24ft;eave=oft;Cat. J1111 1 1 1111�� Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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. `,,% U I N 4).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 %� , G ... • will fit between the bottom chord and any other members. ,••�,� S'�••.• 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)except Qt=lb) No 68182 1=167,3=167. *; •; 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. — 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)247 Ib down and 294 Ib up at 4-4-8 on top chord,and 90 Ib down and 55 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the p•;• S OF responsibility of others. 441 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). T• •�� O r,•\�`�� LOAD CASE(S) Standard ��ss •• \ %% 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��,,� 0 N A� Uniform Loads(plf) Vert:1-2=-60,2-3=-60,5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads(lb) MITek USA,Inc.FL Cert 6634 Vert:2=-167(F)4=-145(F) 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M8-7073 rev.IMM15 BEFORE USE. Design valld for use only with MI1ek8 connectors.This design is based only upon putameters shown,and Is for an Incilvidual building component,not a muss 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 cry]/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 fab ik:aflon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quatily Crifella,13511-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply 1 T13272171 ; 15151 TO T19 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:49 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-DET9tSwiXJ FM UxaxL7geexrmvY 1 O?Prcng_5GOzjZri 3-11-8 7.11-0 3-11-8 3-11-8 4x5 I I Scale=1:15.6 2 5.00 12 3 1 r o a i 11 12 4 13 14 JUS24 3x5 II JUS24 3x5 11 3x5 11 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)- [1.0-0-2 0-0-6] [1:0-0-5 0-6-5] [1:0-2-4 0-1-1] [3:0-2-4 0-1-1] [3:0-0-5 0-6-5] [3:0-0-2 0-0-6],[4:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.04 4-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 3 n/a rl/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=861/0-5-8,3=861/0-5-8 Max Horz 1=30(LC 24) Max Uplift 1=-277(LC 8),3=-277(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1490/504,2-3=-1490/504 BOT CHORD 1-4--416/1333,3-4=416/1333 WEBS 2-4=-305/964 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=5.0psf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. , ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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. ` OPQU j N VFZ� 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 � 'SG ... will fit between the bottom chord and any other members. .• �, `SF•'.� �i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) i 1=277,3=277. No 68182 ' 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 0-9-8 oc max.starting at 3-6-12 from the left end to 4-4-4 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 Ib down and 26 Ib up at :• S 0 F 1-6-12,and 58 Ib down and 26 Ib up at 6-4-4 on bottom chord. The design/selection of such connection device(s)is the '14411 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). � (� 0 F( 1 i LOAD d A Dead Live Standard Lumber Increase=1.25,Plate Increase=1.25 (balanced): Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:1-2=-60,2-3=-60,5-8-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:11=-58 12=-486(F)13=-486(F)14=-58 Date: February 20,2018 Q WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MrTEK REFERANCE PAGE A11111-7473 rev.I&VI 15 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal irlksy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPI l Quality Criteria,DS349 and BCSi Building Component 6904 Parke East Blvd. I Safety InfomwMon avaltabie from Truss Rate Institute.218 N.Lee Sheet Suite 312,Alexandria.VA 22314, Tampa.FL 33610 Job Truss Truss Type Qty Ply T13272172 15151 TO T20 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:49 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-DET9tSwiXJFMUxaxL7geexrmlY7o?Udcng_5GOzjZri 3-11-8 7-11-0 3-11-8 3-11-8 45 11 Scale=1:16.4 2 5.00 F12 12 11 3 1 0 n 0 4 2x4 I 3x4 3x6 11 3x4= 3x6 I I 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-0 0,0-1-61,[1:0-1-11,0-4-131,[3:0-0-0,0-1-61,[3:0-1-11,0-4-131__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL L25 TC 0.16 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.16 Vert(CT) -0.02 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-AS — Weight:291b 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=317/0-5-8,3=317/0-5-8 Max Harz 1=-30(LC 10) Max Uplift 1=-83(LC 12),3=-83(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-420/252,2-3=-420/252 BOT CHORD 1-4=-155/350,3-4.155/350 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;6=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 3-11-8,Extedor(2)3-11-8 to j`I I II�11 7-1-14 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� It 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� PQU N 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 %,% ,� ••GEN will fit between the bottom chord and any other members. �, ,•��,� S'$••.• 4*0 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 No 68182 sheetrock be applied directly to the bottom chord. .O:• S OF :4t� • FS•..o R�•o.��%.• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A&WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MIF7473 rev.784),MIS BEFORE USE. Design valid for use only with MITekO connectors.TNs design Is based only uton parameters shown,and Is for an kidlNduol building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �A Lxdlding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V I iTe k Is always rec"red for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatxk:ation,storage,delivery,erection and bracing W trusses and truss systems,seeANSi/iPI I Quality Criteria,DSB-a9 and BCSI Butidng 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 713272173 15151TO T21 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:50 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-hQ1 X4oxKldNC5597vrLtBBNwgyN7kupl0KkfpgzjZrh 3-11-8 7-11-0 3-11.8 3-11-8 4x5 I I Scale=1:16.4 2 5.00 52 3 F.F-] ::� 1 4 n d 11 12 4 13 2x4 11 3x4= 3x6 I I 3x4= 3x6 11 3-11-8 7-11-0 _ 3-11-8 3-11-8 Plate Offsets(X Y)- ]7:0-0.0 0-1-6] [1:0-1-11 0-4-13] [3:0-0 0 0-1-6] [3:0-1-11,0-4-13] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 1 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=686/0-5-8,3-612/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-162(LC 8),3=-146(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-933/230,2-3=-945(231 BOT CHORD 1-4=1166/835,3-4=166/835 WEBS 2-4=-84/509 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=5.0psF,BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ��1111111 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL--1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live lad nonconcurrerlt with any other live lads. POU)N VFz 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 ,�� ,�..'**6E N will fit between the bottom chord and any other members. •• �,� `s�`•••• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt�b) i 1=162,3=146. No 68182 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 Ib down and 57 Ib up at * •; 1-6-4,and 222 Ib down and 57 Ib up at 3-6-4,and 222 Ib down and 57 Ib up at 5-6-4 on bottom chord. The design/selection of - such connection device(s)is the responsibility of others. = AtoO LOAD CASE(S) StandardO•.• S O F :�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i� ,�••,.<` P �� Uniform Loads(plf) �� •• O R 1�.• N Loads ( 3-60'5-8=-20 � S�O �� % Concentrated L aIb) Vert:11=-222 12=-222 13=-222 111111111"1� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-yargy dsslgn parameters and READ NOTES ON THIS AND AMCLUDED MITEK REFERANCE PAGE MY-7473 ray.1/W3W 15 BEFORE USE Design valid for use only with Mllek4%connectors.This design is based only upon parameters shown,and Is for an IndlVidual building component,not i a truss system.Before use,the building designer must verity the applibablity 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 bxactrug M[l T e k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and Lxacklg of trusses and truss systems,seeANSVTPll Quality Criteria,DSB-89 and BCS1 Bolding Comporrbnt 6904 Parke East Blvd. - Salety Indonmalon available from Truss Plate Institute.218 N.Lee Sheet.Slate 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13272174 15151TO T24 1 Halt Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:51 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-gcbvlBxz3xV3jEkJSYs6kMw1 uMhJT08uF_TCLGzjZrg 4-0-0 6-1-4 4-0-0 2-1-4 Scale:3/4'=1' 4x5= 2 3 5.00 F12 1 5 4 2x4 11 3x6 i 4-0-0 6-1-4 4-0-0 2-1-4y Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-8,0-1-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL1.25 TC 0.47 Vert(LL) 0.18 5-8 >402 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.28 5-8 >255 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.14 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=61/Mechanical,4=312/Mechanical,1=305/0-5-8 Max Horz 1=69(LC 8) Max Uplift 3=-45(LC 4),4=-108(LC 8),1=-82(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-306/167 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. ll;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. ` v'N 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 `,�OPQ VE� : , will fit between the bottom chord and any other members. �� , Cr E•. •Ni , 6)Refer to girder(s)for truss to truss connections. �� ,•��,� `S�`�••� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,1 except Qt=1b) i 4=108. No 68182 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 Ib down and 190 Ib up at * •;7F 4-0-0 on top chord,and 90 Ib down and 55 Ib up at 4-2-2 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). Sking— OF •41J i44/ LOAD CASE(S) Standard i T• Q',•• �� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i� •• F{ Uniform Loads(pit) J* J* Vert:1-2=-60,2-3=-60,4-6=-20 0 N Concentrated Loads(lb) Vert:2=-105(F)5=-90(F) Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the cr)�AicabYlty 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 lemrxrary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss (Truss Type QtyI Ply T13272175 15151TO T25 Halt Hip Girder 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:52 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-dp8 HVUybq EdwLOJ VOGNLGZSBVmzC BgH2TeDltjzjZrf 4-6-6 6-1-4__ 4-6-6 1-6-14 Scale=1:16.9 4x5= 2 3 m 5.00 12 Io N NN N' 1 1 9 5 4 NAILED 2x4 11 3x6 11 4-6-6 6-1-4 4-6-6 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6LL1:0-0-5,0-6-5],[1:0-2-8,0-1:11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 5-8 >397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.30 5-8 >245 180 BCLL 0.0 Rep Stress Inch NO WB 0.07 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical,4=370/Mechanical,1=306/0-5-8 Max Horz 1=78(LC 8) Max Uplift 3=-33(LC 4),4=-133(LC 8),1=-75(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-332/181 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);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. tw iIf,II II IIi IIS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,t,� V N �� Q5)'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 wideOP will fit between the bottom chord and any other members. � , � G E•N•'•• [� �� 6)Refer to girder(s)for truss to truss connections. ..••�'� S�•'.• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)3,1 except(jt=1b) 4=133. = No 68182 8)"NAILED"indicates 3-10d(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)164 Ib down and 134 lb up at 4-6-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. -� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p•,• S 0 F 44/� i41, LOAD CASE(S) Standard T• �� O Q ��,�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �� O R 1 G ,� Uniform Vert 1(pit) 2-3=-60,4-6=-20 ��N AX- Concentrated �? �, Loads(Ib) Vert:2=-138(B)9=-99(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL CSR 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify dedyn parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE Mfl-7473 rev.1MMIS BEFORE USE. Design valid for use only with Mliek®connectors.This design Is Irked only upon parameters shown,and Is for an individual building component,no, a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall no' building design. Bracing Indicated Is to prevent buckling of Individual friss 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 glddance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSIIIPI l Quality Criteria,DSB-89 and SCSI Budding 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 CiPly ' 15151TO T26 HIP GIRDER 1 2 Job Reference(optional) 713272176 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:57 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-_myAYBOjenFDR9BTppzW zdAx3njkswQndvwW YwzjZra 6-1-4 10 9 3 15-3-5 19 9 8 24-3-11 28-9-13 39- 33-5.12 7-0 r 6 1-4 4-7-15 4 6 3 4-6-3 4 4 6 3 4-7-15 6 1-4 Scale=1:67.2 NAILED NAILED NAILED 7x10::r NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED zz 5.00 F12 NAILED NAILED 4x5= NAILED 4x5= NAILED 6x6= 4x5= 4x5= NAILED 7x10 23 2 24 25 26 327 28 29 304 31 32 335 34 35 36 6 37 38 39 740 41 42 8 T 1 9 cb I6 43 16 44 4546 15 4748 49 t4 50 51 52 1353 54 55 12 56 57 11 58 59 10 60 6x6= JUS24 2x4 11 NAILED 4x5 7x14 MT20HS= 4x10= 7x14 MT20HS=NAILED 4x5= NAILED 20 11 NAILED 6x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-1-4 10.9 3 1535 19 9 8 24-3-11 28 913 33 5 12 39 7-0 6 1 4 4-7-15 4-0 3 4-0-3 4 6 3 4 6 3 4-7-15 6W Plate Offsets(),Y)-- [1:G-6-5,0-G-51,[1:0-0-6,0-0-21,[2:0-4 4 0-2-4) [8:0-4-4,0-2-41,[9:0-0-6,0-0-21,[9:0-&5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.61 13 >781 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -1.17 13 >407 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.20 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:384 Ib FT=201/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied. 2-5,5-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=3336/x5-8,9=3221/0-5-8 Max Horz 1=59(LC 7) Max Uplift 1=-937(LC 8),9=-899(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=7085/1987,2-3=-9885/2768,3-4=-11632/3227,4-5=-12291/3400,5-6=12291/3400, 6-7=-11422/3165,7-8=-9532/2659,8-9=-6787/1890 BOT CHORD 1-16—1756/6441,15-16=-1755/6455,14-15=-266319885,13-14=-3142/11678, 12-13---3081/11474,11-12=-2555/9532,10-11=-1663/6178,9-10=-1665/6168 WEBS 2-16=01371,2-15=-106314075,3-15-1814/662,3-14-547/2098,4-14-916/391, 4-13=-191!752,5-13=-610/348,6-13=-278/997,6-12=-1025/416,7-12=-602/2273, `1111111111j1 7-11-1816(635,8-11=-1043/3993,8-10=01321 ♦♦NO PpbU I N VF4 NOTES ♦ Q 1)2-ply truss to be connected together with 10d(0.131'x3•)nails as follows: ��% , .'•�G•E•N S'•'•,� �� Top chords connected as follows:2x4-1 row at 0-7-0 oc. F Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. No 68182 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=l01mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. •, S OF 'JJ 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 .0.0 % 44/1 5)Provide adequate drainage to prevent water ponding. ��'��•;c O R , P'•��,�� 6)All plates are MT20 plates unless otherwise indicated. �i�i SS •••,••,••• %% 8) 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 ZZ111N AI`,♦♦♦ will fit between the bottom chord and any other members. 11111111 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) Joaquin Velez PE No.68182 1--937,9--899. MiTek USA,Inc.FL Cert 6634 10)Use USP JUS24(With 1 od nails into Girder&1 Od nails into Truss)or equivalent at 4-7-2 from the left end to connect truss(es)to 6904 Parke East Blvd.Tampa FL 33610 front face of bottom chord. Date: 11)FIII all nail holes where hanger is in contact with lumber. February 20,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE A11111-7473 rev.rlYD3MIS BEFORE USE. Design valid for use only with Mllel<G connectors.This design is based only upon parameters shown,and Is for an Wdlvidual building component,not a truss system.Before use,the building designer must verity the c>"icablily of design parameters aril properly incorporate link design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web ad/or chord members only. Additional temporary and permanent bracing M i iT e k- Is always recluked for slablly and to prevent collapse with possible personal W jry and properly damage. For general guidance regarding line fabricaflon,storage,delivery,erection and bracing of trusses and truss systems,seeAMMI Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. L Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272176 15151TO T26 HIP GIRDER 1 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:58 2018 Page 2 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-SzWZmX1 MP4N43JmfNW UIWgi6pA3zbNgwsZg45N4ZrZ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-8=-60,8-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:8=-1 03(F)10=-58(F)24=-103(F)25=-103(F)26=-103(F)27=-103(F)28=-103(F)29=-103(F)31=103(F)32=11 03(F)33=-1 03(F)34=-1 03(F)35=-1 03(F) 36=-103(F)38=-103(F)40=-103(F)41=-103(F)42=103(F)43=-350(F)44=-58(F)45=-58(F)46=-58(F)47=-58(F)48=-58(F)49=-58(F)50=-58(F)51=-58(F) 52=-58(F)53=-58(F)54=-58(F)55=-58(F)56=-58(F)57=-58(F)58=-58(F)59=-58(F)60=-292(F) "WARNING-Verify design parameters and READ NOTES ON THIS AND MCLUDED MIIEK REFERANCE PAGE AE-7073 rov.1003/2015 BEFORE USE Desiuri valid kx use vnly with IAIR+N connectors.IMs design Is based only upon parameters shown,and Is form Individual building component,rat a truss system.Before use,the txdlding 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 tracing Mi TT ek is always required tot sfablllty and to prevent collapse with possible personal hnBgy and property damage. For genera gukfance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI BuikAng Component 1 6904 Parke East Blvd. Safety IMornuMon avalable from Truss Plate Institute,218 N.Lee Street,Slate 312,Alexandria.VA 22314. — Tampa.FL 33610 Job Truss Truss Type �Qty Ply T13272177 15151 TO T27 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:48:59 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-w93xzt2_AOVxgTLswE?_22FNMaNeKum44DPddpzjZrY 14-0-4 19-9-8 255:12 31-5.12 _ 33-1-0 39.7-0 5-11-0 5-9-4 5 9 4 5-11-0 1-7-4' 6-6-0 ' Scale=1'.67.2 7x10 7x10= 5.00 12 4x5= 6x6= 4x5= 2x4 2x4\\ 3 23 424 25 5 26627 28 7 8 2 22 29 cc 21 30 cb 1 9 a Ia 14 13 12 11 10 5x6— 4x5= 7x6= 4x10= 7x6= 4x5= 5x6= 8 1 4 14-0-419 9 8 25 6 12 31-5-12 39.7-0 8-1-4 5.11-0 5 9 4 5 9 4 5.11-0 8-1-4 Plate Offsets(X Y)— [1:0-6-5,0-0-51,[1:0-0-6,0-0-21,[3:0-4-4,0-2-41,[7:0-4-4,0-2-41,[9:0-0-6,0-0-21,[9:0-&5,0-0-51 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) 0.42 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.81 12-13 >585 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.19 9 n/a rl/a BCDL 10.0 Code FBC2017fTP12014 Matrix-AS Weight:195 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 20 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1583!0-5-8,9=1583/0-5-8 Max Horz 1=79(LC 11) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3190/1166,2-3=-3044/1145,3-4=-3939/1450,4-5=-4317/1557,5-6=-4317/1557, 6-7=-3939/1450,7-8=-3044/1145,8-9=31190/11166 BOT CHORD 1-14=-999/2861,13-14=907/2817,12-13=-1287/3962,11-12=-1296/3962, 10-11=895/2817,9-10=-987/2861 WEBS 3.14=-81/258,3-13=-468/1392,4-13=-624/304,4-12=-125/482,5-12=-335/190, 6-12=-125t482,6-11=-624/304,7-11.468/1392,7-110=81/258 NOTES `,`t►1111111/,1,' 1)Unbalanced roof live loads have been considered for this design. `%`�PQU N•VF(�'�j 2)Wind:ASCE 7-10;Vult=130mph(3-secondgust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=511;Cat. % II;Exp C;Encl.,GCpi=0.18;MW FRS(direct onal)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 8-1-4,Exterior(2)8-1-4 to ;� ,•��G E N 5�.,� 00*0 37-0-15,Interior(1)37-0-15 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. S O F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) Q ' 1=416,9=416. .�\••,� Q ,••� 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 �� s• .•R �.O \`�� sheetrock be applied directly to the bottom chord. S ' 1111811111 1 t% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Ak WARNING-Verity design parameters and READ NOTES ON TFIS AND 1110CLUDED ARTEK REFERANCE PAGE AN1.7173 rev.10/032015 BEFORE USE Design valid for use only wlth MlTeka%connectors.this design Is based only upon parameters shown,and Is for an kxlividual building component,not a truss system.Before use,Itne Lxdlding designer must verify the applioabilty of design parameters and properly Incorporate this design Into the overall brdlding design. Bracing indk:ated 6 to prevent buckling of Individual miss web and/of chord members only. Additional temrxxary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Inkxy and property damage. For general guldonc:e regarding the Lfotxk:otbn,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/IPI l Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnallon available from truss Rate Institute,218 N.Lee Street,State 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13272178 15151 TO T28 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:00 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-OLdJAD2cxidoldw2UxXDbFoYF_k73N HDJt9B9FzjZrX 5-1-0 10-1-4 16-7-5 22-11-11 29-5-12 34-6-0 39.7-0 5 1-0 5 0 4 6 6 1 6 4-5 6-6-1 5-0.4 5-1-0 Scale=1:67.2 7x10= 2x4 11 6x6= 7x10 zz 5.00 12 3 23 24 25 4 5 26 27 28 6 4x5 4x5 21 2 7 2930 oro 4 1 8 III Ia 14 13 12 11 10 9 5x6= 2x4 I I 6x6= 7x10= 4x5= 6x6= 2x4 11 5x6— 51-0 10-1 4 16-7-5 22-11-11 29.5.12 34 6 0 39.7-0 5 1-0 50-4 6.6-1 6 4-5 6-6.1 5.0 4 5-1-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,[1:0-G-6,0-0-21[3:0-4-4 0-2-41 [6:0-4-4 0-2-4] [8:0-0-6 0-0-2],[8.0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.31 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 11-12 >762 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 0.17 8 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:203 lb 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. 1-13,8-10:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=158310-5-8,8=1583/0-5-8 Max Horz 1=98(LC11) Max Uplift 1=-416(LC 12),8=-416(LC 12) FORCES. (ib)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-2=3203/111155,2-3=-2959/1099,3-4-3444/1301,4-5-3444/1301,5-6=-3440(1299, 6-7=-2959/1099,7-8=-320311155 BOTCHORD 1-14-1016/2887,13-14=-1016/2887,12-13=-868/2696,11-12-1107/3453, 10-11-857/2697,9-10=-1004/2887,8-9=-1004/2887 WEBS 3-13=-24/329,3-12=-326/1012,4-12=-395/254,5-11=-447/251,6-11=-325/1006, 6-10=-24/329 t11111I111if /1 NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. �� ,� ••G•E•[V �� 2)Wind:ASCE 7-10;Vult=130mph(3 second gust)Vasal=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=40ft;save—eft Cat. ,•• S�••,� ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 10-1-4,Extedor(2)10-1-4 i to 35-0-15,Interior(1)35-0-15 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate No 68182 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 wideS OF :•4C/Z will fit between the bottom chord and any other members. 1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 01 A,\(••,•<`� O v- 1=416,8=416. ,•��,� 1=416,8=416. �i��` O R ` (j 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 'piss/p N Al sheetrock be applied directly to the bottom chord. 111111111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Vadfy design parameters arrd READ NOTES ON THIS AND BYCLUDED AUTEK REFERANCE PAGE M0-7473 rev.laW,2015 BEFORE USE Design valid for use only with MiTek(l)connectors.This design Is based only upon parameters shown.and Is for an InclMdual building component,not atoms,system.Before use.the LxAlding designer must vedfy the applicablily 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 guldalce regarding the fabrication.storage,delivery,erection and bracing of trusses and tress systerns,seeANSUTPil Quality Criteria,DSB-09 and SCSI 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 T13272179. 15151 TO T29 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:012018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-sXBhOZ3Ei?ltwnVE2t2S7TKgg01 dor_NYXukhhzjZrW 6-1-0 12-1-4 19-9-8 27-5-12 33-6-0 39-7-0 6-1-0 6-0-4 7-8-4 7-8-4 6-0-4 6-1-0 Scale=1:67.2 7x10= 2x4 II 7x10 zz 5.00 Fi2 321 22 23 4 24 25 526 27 4x5% 4x5 220 6 10 19 28 $ Q 1 7 0 n o 12 11 10 9 8 5x6 2x4 6x6= 4x10- 6x6- 2x4 11 5x6 6-1-0 12-1-4 19-9-8 27-5-12 t 33-6-0 __+- 39-7-0 6-1-0 6-0-4 7-8-4 7-8-4 6-0-4 6-1-0 Plate Offsets(X,))-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2,j3:0-4-4,0-2-4],[5:0-4-4,0-2-4],[7:0-0-6,0-0-2],[7:0-6-5,0-0 5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.27 10 >999 240 MT20 244/190 TCD[ 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.55 9-10 >870 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.17 7 Na n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-AS Weight:199 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=117(LC 11) Max Uplift 1=-416(LC 12),7=416(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3222/1145,2-3=-2823/1052,3-4=-3014/1176,4-5=-3014/1176,5-6=-2823/1052, 6-7=-3222/1146 BOT CHORD 1-12=-1000/2900,11-12=-1 000/2900,10-11=-799/2546,9-10=787/2546,8-9=-988/2900, 7-8=-988/2900 WEBS 2-11=-408/221,3-11=-34/417,3-10=222/712,4-10=-510/310,5-10=222/712, 5-9=-34/417,6-9=-409/221 NOTES- 1) OTES `,`�►111I111/��,' roof 2)Wind:ASCE 77--10;zVulltt=13omph(3 second gust)Vasd=t �, 101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B�15ft;L=40ft;eave=5ft;Cat. %% 11; II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 12-1-4,Exterior(2)12-1-4 ,,•�\G E N to 33-0-15,Interior(1)33-0-15 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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 -10 will fit between the bottom chord and any other members. •;• S F •� + 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) O44/ 1=416,7=416. 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 4 Q R 1 N sheetrock be applied directly to the bottom chord. �i S •• ••• �� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND kvcLUDED MrrEK REFERANCE PAGE MN-7473 rev.1O)MI2015 BEFORE USE. Design valid for use only Win MlTela)connectors.this design Is based only upon Ix3rarnetets shown,and Is for an kxilNdual twNding cornponent.rxA a inks system.Before use,the WIding designer mint verify the"icability of design parameters and property h—K--Wrate this design Into the overall building design. Bray,-.hg indicated Is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent[racing MiTek Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guldana:e regarding the j fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA IS1/MII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 15151TO T30 Half Hip Girder 1 1 'Job Reference(optional) 713272180 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Feb 19 12:49:03 2018 Pagel I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-pwJSpF5UEdOM94fd944wDuQykBIKGclf?rNrmazjZrU 4-0-0 9-9-10 15-5 8 21-1-6 26.11-0 4-0.0 59-10 5 7-14 5-7-14 5-9-10 Scale=1:45.5 NAILED NAILED NAILED NAILED 5.00 Fl2 7x10= _ NAILED NAILED 4x5= NAILED NAILED 6x6 NAILED 4x5=NAILED NAILED 4x10= 2 15 16 3 17 18 19 4 20 21 22 5 23 24 25 26 6 III n 1 d i t 27 28 10 29 30 31 9 32 33 34 8 35 36 37 7 6)(6— 2x4 11 NAILED NAILED 4x5= NAILED 7x14 MT20HS= NAILED NAILED 400= NAILED 46 11 NAILED NAILED NAILED NAILED NAILED 4-0-0 9 9-10 15-5.8 21-1-6 26.11-0 4-0-0 5 9 10 5-7-14 5.7-14 5.9-10 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,[1:0-0-6,0-0-21,[2:0-16-8,Edge),[7:Edge,0-3-81,[8:0-3-8,0-2-01,[10:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.44 9-10 >728 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.75 9-10 >430 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress incr NO WB 0.88 Horz(CT) 0.10 7 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:128 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP SS'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. BOT CHORD 2x4 SP SS`Except' 7-9:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 2-10,3-9,5-9,6-8:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1636/Mechanical,1=1572/0-5-8 Max Horz 1=69(LC 8) Max Uplift 7=-600(LC 5),1=-528(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-3198/1099,2-3=-527511837,3-4=-5462/1922,4-5=-546211922,5-6=-3790(1375, 6-7=-1516/604 BOT CHORD 1-11=-1028/2889,10-11=-1025/2896,9-10-1837/5275,8-9=-1375(3790 WEBS 2-10=-878/2547,3-10-580/304,4-9=-442/259,5.9=615/1769,5-8=-1065/499, `111111 111/j1 6-8-1414/3901 PQU I N VF41jpi,,' 1) TES-Unbalanced roof live loads have been considered for this design. � , G.E N 3�.•� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=27ft;eave=oft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 68182 3)Provide adequate drainage to prevent water ponding. *;• •; Ir 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. D 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 S T O F .' will fit between the bottom chord and any other members. o 44/ 7)Refer to girder(s)for truss to truss connections. .(�••, P•,•, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=ib) �,��C` '• •.R 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ,��S# N A. �-* gers) 10)Hanor other connection device(s)shall be provided sufficient to support concentrated load(s)145 Ib down and 191 Ib up at X11/11111111111 4-0-0 on top chord,and 90 lb down and 55 Ib up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is Joaquin Velez PE No.68182 the responsibility of others. MiTek USA,Inc.FL Cert 6634 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 20,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.146MIS BEFORE USE Design valid for use only with Mlle00 connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a If=system.Before use-the buliding designer must verity the applicability of design parameters and properly inc:orpotate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss,web and/or chard members only. Additional tempcxary and permanent bracing M1T@{C Is always reciu ked for stability and to prevent collapse with possitAe personal Injury and property damage. For general guidance regarding the fabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSUiPII Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Intormatian available from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 713272180 15151TO T30 Half Hip Girder 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:03 2018 Page 2 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-pwJSpF5UEdOM94fd944wDuQykBlKGclf?rNrmazjZrU LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,7-12=-20 Concentrated Loads(lb) Vert:2=-105(F)11=-90(F)15=43(F)16=-43(F)17=43(F)18=43(F)19=43(F)20=43(F)21=43(F)22=-43(F)23=43(F)24=43(F)26=-57(F)27=-34(F)28=-34(F) 29=-34(F)30=-34(F)31=-34(F)32=-34(F)33=-34(F)34=-34(F)35=-34(F)36=-34(F)37=-39(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE AN-7479 rev.I&W/2015 BEFORE USE Design valid for use only with MiTek��connectors.This design Is based only upon parameters drown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify fire applk:abAlty of design parameters and properly incorporate this design Into the overall building design. Rracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal k'0y and property damage. For general guidance regarding the ' fabrication,storage.delivery,erection and bracing of trusses and miss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI BuHding Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply 713272181 15151TO T31 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:04 2018 Page 1 ID.zgoOoiuAOeg5HRW MjdZx7azyR56-H6tgOb66?w8DnEEpjnb9l5yCsb80?4apEV7010zjZrT 6.0-0 13-0-4 19.10.12 26.11-0 M-02 7-0-4 6-10-8 7-0-4 Scale=1:45.4 7x10= 2x4 I I 6x6= 4x6= 5.00 52 2 15 16 3 17 4 18 19 5 ij 14 13 1 9 8 7 6 06 II 2x4 11 7x10= 4x6= 3x5 11 6-0-0 13.0.4 19-10-12 26-11-0 6.0-0 7-04 6-10-8 7404 Plate Offsets(X Y)- [1:0-2-12,0-1-51,[1:0-0-5,0-6-51,[1:0-0-2,0-0-61,[2:0-4-0,0-2-41,[5:0-2-12,0-2-01,[T.0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.18 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.35 8-9 >913 180 BCLL 0.0 Rep Stress Incr YES W B 0.81 Horz(CT) 0.06 6 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-AS Weight:128 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1071/Mechanical,1=1071/0-5-8 Max Horz 1=103(LC 12) Max Uplift 6=-354(LC 9),1=-275(1_10 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2.-20591705,2-3-2673/926,3-4--2673/926,4-5--2054/690,5-6=-1000/402 BOT CHORD 1-9=703/1837,8-9=700/1842,7-8=708/2089 WEBS 2-8=-309/893,3-8=-429/2601 4-8=-245/632,4-7=-669/347,5-7=-716/2134 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 10-2-15 zone;C-C for members and forces 6 MW FRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 `�� 2)Provide adequate drainage to prevent water ponding. ��% O IN V F( 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�' ,(DP••G•E•N F�I% 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 S�` will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt--Ab) til ;tit 6--354,1=275. 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. S O F :•441 '0 % 41 J. IIIIIIIIII Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify d@lyn pamrrrarers n d READ NOTES ON TMS AND INCLUDED NNTEK REFERANCE PAGE NO-7473 rev.101OU12015 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 rue,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stabllity,and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabrlcati n,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SaWy IMormalion available from Trus Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13272182 15151 TO T32 Half Hip ±1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:05 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-IJRCEx61mEG400p?HU601JVPy?UpkagyT9sxrTzjZrS 8.0-0 14-4-4 20-6-12 i 26-11-0 8-0-0 6-4-4 6-2-8 6-4-4 Scale=1:45.4 7x10= 2x4 11 6x6= 46= i 5.0071-2 2 15 3 4 16 17 5 I 1 13 4 1 4 r a 9 8 7 6 4x6 11 2x4 11 7x10= 4x5= 3x5 11 8-0-0 14-4-4 20-6-12 26-11-0 8-0-0 6-4-4 6-2-8 6-4-4 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--2-41 LOADING(psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.21 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.05 6 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:132 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1071/Mechanical,1=1071/0-5-8 Max Horz 1=137(LC 12) Max Uplift 6=-354(LC 9),1=-271(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1 957/661,2-3=-2027f717,3-4=-20271717,4-5=-1 474/510,5-6=-1010/407 BOT CHORD 1-9=-679/1726,8-9=-677/1732,7-8=-524/1502 WEBS 2-9=0/285,2-8=-175/348,3-8=-368/225,4-8=-235/612,4-7=-709/358,5-7=-573/1658 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=27ft;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 8-0-0,Extetior(2)8-0-0 to %11118 12-2-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� j�' 1 2)Provide adequate drainage to prevent water ponding. ,`�� P.QU.N V�� j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� ,O .•G E N S'••��i�� 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. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 6=35411=271. 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. F (V i %.,%%% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Vorify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev.ION MIS BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an kidlvidual building component,rx"t a info system.Before use.the txlAdIng designer must verify the applicability of design parameters and properly kx:aporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/ax chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possiole personal Injury and property damage. For general gaAdonce regarding the fabricatkn,storage.delivery,erection and bracing of trusses and trans systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BHd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Truss Truss Type ~— Qty Ply 713272183 15151TO T33 Half Hip 1 1 Job Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:06 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-DV?aRG7NXY0xOYNCrCddgW 2bhPncT2b6hpcVNvzjZrR 7-8-0 10-0-015-8-4 21-2-12 26-11-0 7-8-0 2-4-0 5-8-4 56-8 5-8-4 Scale=1:45.4 7x10= 2x4 I I 6x6= 4x5= 3 16 17 4 5 18 19 6 I 5.00 12 2x4\\ 2 15 14 1 0 . no 10 9 8 7 4x6 11 46= 7x10= 4x5= 3x5 1'. 10-0-0 158-4 21-2-12 26-11-0 10-0-0 5-8-4 56-8 5-8-4 Plate Offsets(X,Y)-- 1:0 2-12,0-1-51,[1:0-0-5,0-6-51,[1:00-2,00-6, 3:0-4-4,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 I TC 0.50 Vert(LL) -0.18 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.40 10-13 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:143 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1071/Mechanical,1=1071/0-5-8 Max Horz 1=171(LC 12) Max Uplift 7=-356(LC 9),1=-266(LC 12) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1948/670,2-3=-1713/621,3-4=-1601/590,4-5=-1601/590,5-6=-1098/389, 6-7=-1018/412 BOT CHORD 1-10=-732/1727,9-10=-591/1550,8-9=-401/1122 WEBS 2-10=-320/242,3-10=-116/456,4-9=-349/220,5-9=-245!621,5-8=-745/371, 6-8=-486/1377 NOTES- 1)Unbalanced roof live loads 2)Wind:ACE 7-10;VuIt=1 30mph11;Exp CS Encl. GCp O.18;MW FRS nd(diirrecct onal)and C-C Exterior(2)0-0-0 tto 3 0 0,Inte orr(1)3-050 to 10 0- 0,Exterior(2)10-0-0 to ,, oil��N V* �'�,, 14-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� ,•�\G E N S�.•� 10 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) p• ST F •� 7=356,1=266. O 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 ,�'•�A\ sheetrock be applied directly to the bottom chord. N R 1 N A� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MA-7473 rev.1047312015 BEFORE USE. Design valld for use only with MITekO connectors.This design is based only upon parameters shown,and Is for cxr individual building component,not a truss system.Before use.,the building designer must verify the(itplicabllty 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 MiT ek' Is always required for stability and to prevent collapse with possble personal Inluay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute-218 N.Lee Street Suite 312,Mexancida.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272184 15151TO T34 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 6.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:06 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-DV?aRG7NXYOxOYNC rCddq W 2XIPrLT_X6hpcVNvzjZrR 6-0-6 12-0-0 19-5-8 _ 26-11-0 6-0-6 5-11-10 7-5-8 7-5-8 Scale=1:45.8 6x6 II 4x5= 4x5= 3 15 16 17 4 18 19 5 5.00 12 4x5 5 14 2 i 13 I 1 1 0 n 0 9 8 7 6 4x6 i I 2x4 I 7x10= 4x5= 3x5 6-0-6 12-0-0 19-5-8 26-11-0 6-0-6 5-11-10 7-5-8 7-5-8 Plate Offsets(X Y)-- [1:0-2-12,0-1-5],11:0-0-5,0-6-51,[1:0-0-2,0-0-6],[8:0-3-8 Edge] LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 8-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.19 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-AS Weight:144 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 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=1071/Mechanical,1=1071/0-5-8 Max Horz 1=205(LC 12) Max Uplift 6=-356(LC 9),1=-260(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2054/64412-3=-1569/535,3-4=-1386/552,4-5=-1156/425,5-6=-1002/429 BOT CHORD 1-9=-765/1835,8-9=-765/1835,7-8=-425/1156 WEBS 2-8=-495/235,3-8=0/303,4-8=-156/282,4-7=-6611385,5-7=-512/1390 NOTES- 1) OTES1)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=271t;eave=4ft;Cat. '� a 116 2 15 zone;C C for members and forcFRS estional)and C-C MW FRS for reactions� (shown;Lumber DOL=1 0 )pla e grip1DOL=1�erior(2)12-0-0 to QU I N 3)Provide adequate drainage to prevent water ponding. GEN 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•��,� S�`�••� �� 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 i will fit between the bottom chord and any other members. No 68182 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 6=356,1=260. 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. 0 3 S F • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 ===7 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MA-7473 rev.10V03MS BEFORE USE. Design valid for use only with MlTekra connectors.this design is based only upon parameters shown,and Is for an individual building component.not a firms system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall W7 MOW building design. Bracing Indk:ated Is to prevent buckling of Individudi truss web and/or chord members only. Additional temporary and permanent bracing MITOW B always required for stabaity and to prevent collapse wtih possbile personal ll*.y and property damage. Nor general guldance 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 T13272185' 15151 TO T35 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:07 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-hhYyec8?I rW oeiyOOv9sNkakEpBsCRyFwTL2vLzjZrO 7-0-6 14-0-0 _ 20-2-0 26-4-0 2t:-11-0 7-0-6 6-11-10 6-2-0 6-2-0 7-0 Scale=1:45.8 6x6 tl 4x5= 5x12= 3 16 4 17 18 5 6 5.00 12 15 4x5 2 0 N N lb V1 14 1 1 l 10 9 19 8 20 7 4x6 II 2x4 11 7x10= 4x5= 3x5 I 7-0-6 14-0-0 20-2-0 26-11-0 7-0-6 6-11-10 6-2-0 6-9-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-51,[1:0-0-5,0-6-51,[1:0-0-2,0-0-6],[5:0-0-5,0-1-11),[9:0-3-8,Edge1 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) 0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.21 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 7 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS I Weight:149 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 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=1071/0-5-8,7=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),7=-348(LC 9) Max Grav 1=1071(LC 1),7=1079(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2033/610,2-3=-1 391/470,3-4=-1 206/498,4-5=-915/362,5-6=-9151378, 6-7=-1010/448 BOT CHORD 1-10=-748/1811,9-10=-748/1811,8-9=-351/915 WEBS 2-10=0/263,2-9=-667/287,4-9=-192/410,4-8=-682/382,6-8=-466/1217 NOTES ttt»111111! 2)Wind!ASC Er77--10;Vuoad30mph(3 second gust)Vasd=10 mP design. QU ph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=l5ft;L=27ft;eave=4ft;Cat. �� , .N 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 14-0-0,Exterior(2)14-0-0 to ♦♦♦ Is,.*GENS*-. 26-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ •• �,\ F •.• 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. No 68182 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. -p; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) S Q F 441 Z 1=254,7=348. 010 ..• 44/ 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 �`� O P,•\�♦♦♦ sheetrock be applied directly to the bottom chord. �j O R 1 s��N A�� C��. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Varlly dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.1""2015 BEFORE USE. -- Design vatld for use only with MITek(r>connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a tnus system.Before use,the building designer must verity the of design parameters and properly ,,corporate thLs design into the overall "ding design. Bracing Indk:ated Is to prevent buckling of in divkluxal truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' Is dways required for stablllty,and to prevent collapse with possible personal Injury and property damage. For general grddance regardng the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilc"e from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i T1327218611 15151 1 TO 736 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:08 2018 Page 1 I D:zgoQoi uAQ8g5 H R W MjdZx7azyR56-9u6Lsy9d39ef FsXaydg5wx7uHC UPxuTP975cRnzjZrP 8-0-6 16-0-0 21-3-12 24-4-0 26-11-0 8-0-6 T 7-11-10 5-3-12 3-64 Scale:1/4'=1' 7x10 7::� 4x5= 3x6= 5.00T2 3 16 4 5 4x5 6 15 7x6 2 0 r$ n N t0 14 1 10 17 9 18 8 7 4x6 I 6x6— 6x6- 4x5= 3x5 11 8-0-6 16-0-0 21-3-12 26-11-0 8-0-6 — 7-11-10 + 5-3-12 5-7-4 Plate Offsets(X,Y)-- [1:0-2-12 0-1-5],[1:0-0-5,0-6-5j,[1:0-0-210-0-61,[5:0-3-40-2-4],[7:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.32 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.04 7 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:156 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 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=1071/0-5-8,7=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),7=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1997/597,2-3=1990/739,3-4=-1064/459,4-5=-684/325,5-0=-735/322, 6-7=-1019/463 BOT CHORD 1-10=714/1798,9-10=-410/1085,8-9=-265/695 WEBS 2-10=-480/336,3-10=-380/960,3-9=-339/253,4-9=-230/649,4-8=-639/341, 6-8=-391/1034 NOTES- //1111111 1)Unbalanced t live 2)Wind:ACE 11;Exp CS Enc�GCpi=0.loads18;MW FRS(diirnd gust)Vasc1=1 01 mph;TCDL=5.Opsf;BCDL=5.Opsf;recct onal)and C-C design. 0-0-0 to 3-0-0,me orr(1)3-0-0 nto 160-0,Extenor( �N '/��F 2)16-0-0 to `ve--4ft;Cat. �`OPQU 26-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�% ,,•��G E N 5+x.•1 �� 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. No 68182 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) S 0F • 1=254,7=308. Q 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 i� ,(�['�• 4 [� sheetrock be applied directly to the bottom chord. eSS;O N Ai %00 ,.``% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 see— Q WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.IOMMI5 BEFORE USE. 1 Design valid for use orgy with MITeka connectors.This design Is based only upon parameters shown,and Is for an individual bulding comrxment,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 tracing MiTek' Is always required tot stc"lty and to prevent collapse with possible personal injury and property damage. For general grtidaice regarding the fabrication,storage,delivery,erection and bracing of inisses and inrss systems,seeANSI1TPi1 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 T13272187 15151 TO T37 Hip 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:09 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-d4gj319FpTm W t?6n W KBKS9g39coigJ RYOng9_EzjZrO 6-0-7 12-0-4 18-0-0 22-4-0 26-11-0 6-0-7 5-11-12 5-11-12 4-4-0 4-7-0 6x6 11 Scale=1:50.4 7x10= 4 5 16 5.00 12 4x5 4x5 15 6 3 6x6 _9 2 s CO 14 I T I1 10 17 18 9 8 7 4x6 I 7x6= 7x10— 4x5_ 3x5 I I 9-0-6 18-0-0 22-4-0 26-11-0 9-0-6 8-11-10 4-4-0 4-7-0 Plate Offsets(X Y)-- [1:0-2-12,0-1-51,11:0-0-5,0-6-5],[1:0-0-2,0-0-6],[570-4-4,0-2-41,19:0-4-12,Edge] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 9-10 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.36 9-10 >884 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 7 n/a Na BCDL 10.0 Code FBC2017lTP12014 Matnx-AS Weight:164 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1071/0-5-8,7=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),7=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2037/604,2-3=-1782/545,3-4=-975/391,4-5=-829/415,5-6=-626/284, 6-7=-1022/458 BOT CHORD 1-10=-728/1820,9-10=-56311368,8-9=-199/521 WEBS 2-10=-318/222,3-10=-67/508,3-9=-714/322,5-9=-251/673,5-8=-613/293, 6-8=-324/851 NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. ,�� V N V 1I1� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.OpsF h=25ft;B=45ft;L=27ft;eave=oft;Cat. `��P,C •• �iF 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 18-0-0,Exterior(2)18-0-0 to �� , GEN 22-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ,N SF •.• �� 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. No 68182 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * •; will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. -b; :CC 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joints)except(jt=1b) S OF 1=254,7=308. 0 4/ ' • 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 1001� ,(�('�•�`� O Q \C1,`� sheetrock be applied directly to the bottom chord. ONA- 00, 111111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verfy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGEM&7473 rev.10WMIS BEFORE USE. Design valid for use only with MITeW,connectors.this design Is based only upon ixtrarneters shown,and is for an Individual buBding component.not a truss system.Before use,the building designer must verify the applicatmty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent t cackling of Individual truss web and/or chord members only. Additional temporary and permanent b fc"ng M[Te k Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general gukiance regarding the fabrk:otlon,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPl1 Quality Criteria,DSO-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 City Ply 713272188 15151 TO 738 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:10 2018 Page 1 I D:zgoQoi uAQ8g5 H R W MjdZx7azyR56-6GE5HeAtamuNV9hz42iZ?MC BAOChPgZhcRai W gzjZrN 20-10-8 6-9-2 13-5-9 19-5-8 20-2-P 26-11-0 6-9-2 6-8-7 5-11-15 -8-9 ---- 6 0 8 0.8.8 Scale=1:53.6 2x4 11 3x6= 5 3x6= 4 6 5.00 Fl2 17 45 16 18 4x5 7 3 3x4 6x8 3x4 2 3x4 N 3x4 15 q 1 3x4 rcJ� 11 10 19 9 20 8 4x6 II 2x4 I! 6x6= 4x10= 3x5 II 6-9-2 13-5-9 20-2-0 26-11-0 6-9-2 6-8-7 - - 6-8-7 6-9-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5] [1:0-0-5,0-6-51,[1:0,0-2,0-0-6],[4:0-3-0,0-2-4],[6:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.08 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.19 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 8 n1a rVa BCDL 10.0 Code FBC20171TPI2014 Matrix-AS Weight:163 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 WEBS Web Brace:Length(member) 6-6-8(3-9); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1071/0-5-8,8=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),8=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2031/564,2-3=-1455/454,3-4=-781/321,4-5=-650/35115-6=-650/351, 6-7=-772/328,7-8=-1010/442 BOT CHORD 1-11=-671/1808,10-11-673/1805,9-10=-476/1266 WEBS 2-10=-589/255,3-10=-44/461,3-9=-837/330,5-9=0/266,7-9=-295/845 NOTES-1)Unbalanced 1 1111111 live have been considered for 2)Wind:ASCEroof 7 1f0;Vulta3omph(3 second gust)Vasd=10 mlph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=27ft;eave=4tt;Cat. `%% PC�U�N 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 19-5-6,Extedor(2)19-5-8 to ,. '• ••••'• i 20-148,Interior(1)25-1-7 to 26-9-4 zone;C-C for members and forces 8,MW FRS for reactions shown;Lumber DOL=1.60 plate grip ; ,•��G E N S�.•� DOL=1.60 3)Provide adequate drainage to prevent water ponding. No 68182 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * •; 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. : ST O F ` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) O '44� 1=254,8=308. �� T .'C r 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 O R 1 0.•' sheetrock be applied directly to the bottom chord. ` ss/0 N AL`\,�,` ///111111111,` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.laV3/201 S BEFORE USE. Design valid for use only Win Mfiek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a taus system.Before use,the building designer must verity the applicability of design parameters and properly hcorporafe this design Into the overall txlWding design. Bracing Indicated is to prevent Lxrckting of Individual truss web and/,x chcxd members only. Additional temporary and permanent bracing MiTek' is always required for slabNity and to prevent collapse with possble personal"and property damage. for general grAdance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPiI Quality Criteria,DS8-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13272189 15151 TO T39 Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:112018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-aToTU_BVL4OE6JG9dlDoXaIQYQVp8FIrr5JG26zjZrM 5-10-5 11-7-14 17-5-8 22-10-8 26-11-0 5-10-5 5-9-10 5-9-10 5-5-0 4-041 6x6 11 Scale=1:49.0 7x10= 4 16 17 5 18 5.00 F12 4x5 6 4x5 15 3 6x6 0 2 a 14 I �I 1 10 19 20 9 21 8 7 4x6 I I 7x6= 3x5 11 7x10= 4x5= 8-9-2 _ 17-5-8 _ 22-10-8 26-11-0 8-9-2 8-8-6 5-5-0 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],[5:0-4-4,0-2-41,[9:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.33 9-10 >976 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.05 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:163 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1071/0-5-8,7=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),7=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2044/609,2-3=-1800/552,3-4=-1027/406,4-5=-881/428,5-6=-580/263, 6-7=-1030/456 BOT CHORD 1-10=-734/1827,9-10=-576/1396,8-9=-187/487 WEBS 2-10=-303/215,3-10=-65/486,3-9=-683!310,5-9=-267/706,5-8=-646/321, 6-8=-336/872 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE CS Enc GCp 0 BOMWFRS(dmph irectional)anddC1C Exterior 2)0-0--O 01 mph; to 3-0-0,lnteroP(1)3 0-0 to 17-5-8,Exterior(2)17 5-8 to `,%N 0;1()IJ�N I/�<� 26-9-4 zone;C-C for members and forces i3;MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,•��G E N 3)Provide adequate drainage to prevent water ponding. 0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * ; will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) ST OF •� 1=254,7=308. Q jV 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 P \�.,�� sheetrock be applied direct) to the bottom chord. 04 ii�s'S;O N A� ,� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNM/G-Vedl y design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE AM-7473 rev.10,W 0/S BEFORE USE. Design valid for use only with MITekn connectors.TNs design is based only upon parameters shown.and Is for an Individual Wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters aril properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual friss web and/or chord members only.Additional temporary and permanent tracing M)iek" Is always required for stability and to prevent collapse with possible personal Inpay and property damage. For general guddrnce regarding the fabrk:ation,storage,delivery,erection and tracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lrss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,Fl- 33610 Job Truss Truss Type Qty Ply 713272190 15151TO T40 Hip t 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:12 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-2fMri KC86O85kTrLBTkl4nlZJgtvtj N_413paZzjZrL F 7-9-2 15-5-8 21-0-824-10-8 26-11-0 7-9-2 7-8-6 5-7-0 3-10-0 2-0-8 Scale=1:47.0 7x10= 4x5= 3x6= 5.00 F12 3 16 174 5 45 6 15 7x6 N 2 d O f` N rD 14 1 10 18 9 19 8 7 4x6 1 45= 6x6= 4x5= 3x5 11 7.9-2 15-5-8 21-0.8 26-11-0 7-9-2 7-8-6 5-7-0 5-1 ae Plate Offsets(X Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-5),[1:0-2-12,0-1-51,[7:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.04 7 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:155 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 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=1071/0-5-8,7=1071/Mechanical Max Horz 1=232(LC 12) Max Uplift 1=-254(LC 12),7=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2010/599,2-3=-20221751,3-4=-1111/468,4-5=-739/332,5-6=-774/334, 6-7=-1018/460 BOT CHORD 1-10=722/1805,9-10=432/1129,8-9=-2861748 WEBS 2-10=-464/330,3-10=-378/9311 3-9=-290/239,4-9=-219/601,4-8=-655/353, 6-8=-412/1088 NOTES- 111111 1)Unbalanced 2)Wind:ASCE CS Encl.,roof GCpl 0 BMW FRS(directional)and CIC Exterior(2)0-0-0 Po 3-0-0,lnterioP(1)3-0-0 ffto 15-5-8,Exterior(2)15 5-8 to ♦♦♦ve--4ft;Cat. ,`�PQu!N V�<� 26-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `♦♦ ,,• G E N 3)Provide adequate drainage to prevent water ponding. 0 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. No 68182 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. -� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) ST OF 1=254,7=308. Q 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 i� ,�•,�`� O P,•` % �.♦♦� sheetrock be applied directly to the bottom chord. �j O R ss��N A�E0;C� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 rA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MS-7473 rev.l aV3/2015 BEFORE USE. Design valid for use only with MITek6 connectors.Tits design is based only upon parameters shown,and Is for an Individual building cornr>o hent,not a truss system.Before use.the Widing designer must verity the(Wicablity of design parameters and properly incc)fpOrate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additbnar temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possible personal Injury and praperty 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 ovalabte from Taus Plate Institute.218 N.Lee Street.Supe 312,Alexandria.VA 22314. -�Tampa,FL 33610 10 Job Truss Truss Type Qty Ply T13272191 15151 TO T41 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:13 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-W rwEvgCmthGyMdQYIAGGd?gjADCxcBt8l PoN7?zjZrK 6-8-0 13-0-8 19-9-4 26-6-0 6-8-0 6-4-8 6-8-12 6-8-12 Scale=1:45.3 6x6 Il 4x5= 46= 4 17 18 5 19 20 6 5.00 F12 16 46 3 4xS 2 15 1 rn o_ I IT I LA 10 9 21 8 22 7 3x8 I 2x4 it 7x10= US= 3x5 11 6-8-0 13-0-8 19-9-4 26-6-0 _ F - 6-8-0 6-4-8 6-8-12 6-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edgej,[9:0-3-8,Edd ej LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.21 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 7 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:148 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 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 1=1054/Mechanical,7=1054/Mechanical Max Horz 1=223(LC 12) Max Uplift 1=-250(LC 12),7=-358(LC 9) Max Grav 1=1054(LC 1),7=1060(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1875/570,3-4=-1392/470,4-5=-1218/495,5-6=-940/354,6-7=-992/428 BOT CHORD 1-10=-707/1663,9-10=-707/1663,8-9=-354/940 WEBS 3-9=-499/237,5-9=-188/370,5-8=-688/387,6-8=-465/1233 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=27ft;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 13-0-8,Exterior(2)13-0-8 to 17-3-7 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. `,�OPQ • ' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� %S •-"GEN ••, 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 �� ,\ S'�••,• �� will fit between the bottom chord and any other members,with BCDL=10.Opsf. i 5)Refer to girder(s)for truss to truss connections. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=250,7=358. ; 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. p ,• S OF 4(/ . x,41 /O N A\- �%%S� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1 010 3/2 0 1 S BEFORE USE. Design valid for use orgy with MITekD connectors.this design Is based only upon parameters shown,and Is for an Individual huNding compo hent,nol a truss system.Before use,the building designer must verity the applicability of design parameters and property kicorporate 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 Lxacing MiTek' Is always teguited tot stability and to prevent collapse with possiNe personal injury and property darnoge. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPI I Quality Criteria,DsB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate Insfitute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272192I 15151 TO T42 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:14 2018 Page i I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-_2Tc60DOe?Op_n?kJtnV9CNuDdYW LbFHX3YwfRzjZrJ 2-5-0 6-8-12 11.0-8 18-9.12 26-10-8 2-5 0 4-3-12 4.312 7-9-4 B-0-12 Scale=1:46.5 7x10= 2x4 11 4x5= 5.00 12 4 14 15 6 16 17 6 3x4 4x5% 13 3 3x4 3x4 2x4 11 6x6= 1 3x4 3x4 11 10 9 8 7 4x5= 4x5= 6x6= 4x10= 3x5 it 6-8-12 11-0- 18-9-12 26-10-8 6-8-12 7-9-4 8.0.12 Plate Offsets(X,Y)-- [4:0-4-4,0-2-41 LOADING(psf) SPACING 2-0-0 CSI. DEF11 in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 7-8 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.87 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS Weight:163 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 WEBS Web Brace:Length(member) 6-9-0(4-8); OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 11=1063/Mechanical,7=1063/Mechanical Max Horz 11=147(LC 12) Max Uplift 111-261(1-13 12),7=-357(LC 9) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1834/562,34=-1552/528,4-5=-1265/450,5-6=-1265/450,6-7=-989/418 BOT CHORD 10-11=-642/1484,9-10=-648/1654,8-9=-531/1389 WEBS 2-11=-1 697/579,39=-332/146,4-9=-34/387,5-8=-540/365,6-8=-520/1457 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=27ff;save=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0.1-12 to 2-5-0,Interior(1)2-5-0 to 11-0-8,Extedor(2)11-0-8 `��1II I I I i I I ��Z� to 14-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , I N 3)Provide adequate drainage to prevent water ponding. • V�� j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ••G•E•N 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 ••' s�'•• will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=�Ib) 11=261,7=357. 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 = O sheetrock be applied directly to the bottom chord. p •, S O F .• 44/ .• OM A; Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 A WARNING-Vedry d*Wgn parameters and READ NOTES ON THIS AND INCLUDED A97EK REFERANCE PAGE W7473 rev.10N3W IS BEFORE USE Design valid for use only with Mllek®connectors.fids design Is based only upon parameters shown,and Is for an Individual building component,not jI lass system.Before use,the building designer must verify the appllcc"Ity of design parameters and Properly Incorporate this design Into the overall txdiding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. AdclltkxxA temporary and permanent bracing MiTek' Is always tegWfed for stability and to prevent collapse with possble personal inkxy,and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of tnsses and truss systems,seeANSI/TPI l Guadty Criteria,DSB-89 and BCSI Budding Component 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 T13272193 15151TO T43 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:15 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-SE 1_KLEOPJWfbwawsblkiQv3X1 g945TQmjHTBtzjZrl 3-10 8 9.7.0 153.0 20.11-0 26-10-8 3 10 8 5 8-8 5-8-0 5-8-0 5.11-8 Scale=1:46.5 7x10 5.00 12 2x4 11 6x6= 4x5= 3 15 16 4 5 17 18 6 14 2x4 11 6x6= i 1 i i 12 11 10 9 8 7 4x5= 4x5= 7x10= 4x5= 3x5 I 3 10 8 t!8 7-0 153-0 20.11-0 26-10-8 3-10-8 rr8-8 5-8-0 5.8-0 5-11-8 Plate Offsets(YY)-- [3:0-4-4,0-2-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.21 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 10-11 >707 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 7 n1a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-AS Weight:153 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.3 REACTIONS. (lb/size) 11=1063/Mechanical,7=1063/Mechanical Max Horz 11=98(LC 12) Max Uplift 11=-267(LC 12),7=-354(LC 9) Max Grav 11=1063(LC 1),7=1063(LC 21) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1692/541,3-4=-1593/568,4-5=-1593/568,5-6=-1131/391,6-7=-1008/403 BOT CHORD 10-11=-69511624,9-10=-554/1512,8-9=-402/1154 WEBS 2-11.1771/683,3-10-0/341,4-9=-,345/200,5-9=2131564,5-8--723/36 1, 6-8=-479/1391 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=27ft;eave=oft;Cat. to 112--7-7 0 z ne;C-C for embeiFRS rs and forces B MWFRS for reactiononal)and C-C s shown;Lumber DOL=1.60 plate griptDOL 1 6E0xterior(2)9-7-0 Qv N Vj 4 3)Provide adequate drainage to prevent water ponding. E•N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•• `SF �i 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. No 68182 6)Refer to girder(s)for truss to truss connections. _ * •: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 11=267,7=354. 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 •:.53 . S OF 4/ sheetrock be applied directly to the bottom chord. 0 Q 1, Iw Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473 rev.10)0312015 BEFORE USE. Design valid for use only with MllekV connectors.This design Is based only upon parameters shown,and is for an Individual building component,not SII 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 Individualtr truss web and/or chord members only. Additional temporary and permanent acing Mi IT ek4 Is always re(oted for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrlcafbn,storage,delivery,erection and bracing of trusses and Miss systems,seeANSVM1 Quality Criteria,DSBd9 and BCSI Building Component 6904 Parke East Blvd. SaWy Information available from Truss Rate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713272194 15151TO T44 Roof Special 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:16 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-wQbMXhFeAceW D487QIpzEdSl uRGgpYka?N 11jKzjZrH 5-10-8 7-7-0 13-11-0 20-3-0 26-10-8 5-10 8 1-8-8 6-4-0 6-4-0 6-7-8 Scale=1:46.5 5.00 12 7x10 2x4 11 6x6= 4x5= 4x5= 6x6= 3 15 16 4 17 5 18 19 6 i 13 14 12 11 10 9 8 7 2x4 II 4x5= 4x5= 7x10= 4x5= 3x4 II 5-10 8 7-7-0 13-11-0 20-3-0 26.10-8 5-10.8 1-8 8 6.4-0 6-4-0 6-7-8 Plate Offsets(X,Y)— [3:0-4-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.23 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 7 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:152 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 REACTIONS. (lb/size) 12=1063/Mechanical,7=1063/Mechanical Max Hoa 12=29(LC 12) Max Uplift 12=318(!-C 8),7=-353(LC 9) Max Grav 12=1063(LC 1),7=1063(LC 21) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-998/386,1-2=-1629/53112-3=-17531586,3-4=-2016/674,4-5=-2016/674, 5-6=-1505/497,6-7=-999/393 BOT CHORD 10-11=586/1667,9-10_559/1615,8-9=511/1533 WEBS 1-11=-575/1771,2-11=-771/317,3-9=-198/545,4-9=-386/233,5-9=-199/559, 5-8=-688/341,6-8=-550t1672 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 1 111111 tj% Wind:ASCE 7-10;Vult=l 30mph 2)11;EOx-7 0 Encl.,GC pi embeW and((3-second es&gust) FRS for reactions 2pto 3-1-12, ep1 r(plate grip to DOLL1 60 a or(2)7-7-0 t J* %% I N � ' ' GENS � '�� 3)Provide adequate drainage to prevent water ponding. �� ,� 4' i 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 wideN O 68182 will fit between the bottom chord and any other members. *;• •; 6)Refer to girder(s)for truss to truss connections. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) =-10 12=318,7=353. 3S F ((/ 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 J sheetrock be applied directly to the bottom chord. � , G R 4 P ��,� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 V WARNING-Verily design panmeten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10iW12015 BEFORE USE. Design valid I,4 use only with MiTek6 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 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.Additlonai temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Inpay and property damage. For general grAdance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criledo,DSB-09 and BCSI BuBAing Component 6904 Parke East Blvd. Tampa.FL 33610 solely IMormaBon available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T13272195 15151 TO T45 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:17 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-Oc9kl1 GGxwmNrEjJ_OKCnr4SFgbsYzljDOmaGmzjZrG 6.9.8 13-5-4 20-1-0 26-10-8 6-9-8 6-7-12 6-7-12 6.9-8 Scale=1:45.7 4x5= 4x5= 6x6= 4x5= 4x5= 1 11 12 2 13 3 14 4 15 16 5 L L I 14 10 9 8 7 6 3x4 11 4x5= 7x10= 4x5= 3x4 11 6-9.8 13-5-4 20-1-0 26.10-8 6-9.8 6.7-12 6-7-12 6-9-8 Plate Offsets()lY)-- [1:0-2-0,0-2-01,[5:0-2-0,0-2-01,[7:0-2-0,0-2-01,[9:0-2-0.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.35 8-9 >924 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.04 6 r1/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS Weight:139 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 REACTIONS. (ib/size) 10=1063/Mechanical,6=1063/Mechanical Max Uplift 10=-352(LC 8),6=-352(LC 9) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-9951383,1-2=-2001/639,2-3=-2617/825,3-4=-2617/825,4-5=-2001/639, 5-6=-995/383 BOT CHORD 8-9=-639/2001,7-8=-639/2001 WEBS 1-9=-668/2096,2-9=-680/334,2-8=-263/669,3-8=-386/222,4-8=-263/669, 4-7=-680/334,5-7=-668/2096 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=27tt;eave=4tt;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 26-8-12 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. POU j N VF4 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 `�� ,0 ••G•E•N ��i0 will fit between the bottom chord and any other members. �� `S F �� 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at-lb) No 68182 10=352,6--352. *; •; 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. -O; •:p ST OF •.44/' Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verity design parameter and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE AM-7473 nine.101032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Ino(norate this design Into the overall building design. Wacing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent Ixackng MITek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the krtxk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPiI Quality CrI11010,DsB-a9 and BCsi autidhg Component 6904 Parke East Blvd. Safety Information ovaAobte from Truss Plate Institute,218 N.Lee Street,Sidle 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713272196 15151 TO T46 Flat Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:18 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-tpj7yNGuiEvESOIVYrRK2XZZEt?HREtSgW8oCzjZrF 4-6-15 9-0.1 13-5-4 17-10-7 22-3-70 26-1 8 4-6-15 4-5-3 4-5-3 4-5-3 4-5-3 4-6-01 5 Scale=1:45.7 NAILED NAILED NAILED NAILED NAILED NAILED 4x6 NAILED NAILED 4x5= NAILED 4x5 NAILED 6x6= NAILED 4x5= NAILED 4x5= NAILED 4x6 1 15 16 2 17 18 3 19 20 21 4 2223 24 5 25 266 27 28 29 7 I 14 30 31 t3 32 33 12 34 35 1136 37 t0 38 39 9 40 41 8 36 II NAILED 4X6 NAILED NAILED 4x5 NAILED 7xl4MT20HS= NAILED 4x5= NAILED 4x6 NAILED NAILED 3x5 II NAILED NAILED NAILED NAILED NAILED 4 6-15 9 0 1 13-5-4 17-10 7 22-310 26.10-8 4-6-15 4-5 3 4-5-3 4-53 4-5-3 4-6-15 Plate offsets(X,Y)-- [1:0-2-0 o-2-0) [7.0-2-0 0-2-0) [8:0-2-12 0-1-8) [9.0-2-0 0-2-0) [13.0-2-0 0-2-0) [14:0-2-120-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.46 11 >688 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.78 11 >409 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.10 8 n/a rVa BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, BOT CHORD 2x4 SP No.t except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-10-1 oc bracing. 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 REACTIONS. (lb/size) 14=1553/Mechanical,8=1585/Mechanicel Max Uplift 14=566(1_C 4),8=578(1_C 5) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1475/572,1-2=-3050/1101,2-3=-4818/1708,3-4=-5405/1855,4-5=-5405/1855, 5-6=-4820/1709,6-7=-3056/1104,7-8=-1495/580 BOT CHORD 12-13---1101/3050,11-12=-1708/4818,10-11=-1709/4820,9-10=-1104/3056 WEBS 1-13=-1176/3261,2-13=1 158/505,2-12=-663/1933,3-12---616/287,3-11—269/642, 4-11=-359/201,5-11=-267/639,5-10=-615/287,6-10=-662/1929,6-9=-1158/506, 7-9=1177/3265 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,`,�OPOU N VF<<c♦♦♦♦ 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. �� , GEN ♦ 4)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. .••\,\ S'�•'.• ♦i 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 0 will fit between the bottom chord and any other members. N O 68182 6)Refer to girder(s)for truss to truss connections. *;• •: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 14=566,8=578. 8)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. •;• ST 0 F ••'(V 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q !V LOAD CASE(S) Standard ♦ �s'•. .R•. \�?,%� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦♦'40 '9 Uniform Loads(plf) i14# ,•N Ai it o% Vert:1- 7=-60,8-14=-20 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IIfREK REFERANCE PAGE AM-7473 rev.IMM015 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 verity the applicability of design parameters and properly Incorporate this design Into the overall anent bracing MiTek balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and perm Is always required for stability and to prevent collapse with possible personal iniury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/iPil Quality Cllteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdoble from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272196, 15151 TO T46 Flat Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:18 2018 Page 2 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-tpj7yNGuiEvESOIVYjrRK2XZZEl?HREtSgW8oCzjZrF LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5=-43(B)10=-34(B)15=-43(B)16=-43(B)17=43(B)18—43(1]1)19=-43(B)20=-43(B)22=-43(B)24=-43(B)25=-43(B)26=-43(B)27=-43(B)29=-46(B) 30=-34(B)31=-34(B)32=-34(B)33=-34(B)34=-34(B)35=-34(B)36=-34(B)37=-34(B)38=-34(8)39=-34(8)40—34(B)41=-35(B) Q WARNING-Vedly design parameters and READ NOTES ON THIS AND AYCLUDED MITEK REFERANCE PAGE M&7073 rev.1OWM15 BEFORE USE Design valid for use only Min milek9 connectors.This design Is 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 MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSViPt I Ouatity Crlteda,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety IMarmallon available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272197 15151TO T47 Hip Girder 1 In j G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:20 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-pBrtN319Er9yiiSuf8uvPTduO2X LIGgAv_?Es5zjZrD 4-5-10 8-10-9 13-3-8 19-9-8 26_3-8 27-9-0 10 — -4--4-15 ---+ 4-4-15 �— 6.6.0 6-6-0 1-5-8 Scale=1:49.3 7x10 2x4 7x10_ 6x8 4 18 5 19 6 7 5.00 12 4x5 3 4x5 r m 2 b 0 Ili � o1i Hill I , 2014 21 22 13 23 24 12 25 26 27 11 28 29 10 9� 7x14 MT20HS 2x4 1' THD26 7x6_THD26 8x12 MT20HS— THD26 THD26 8x10_ THD26 THD26 OX10— THD26 THD26 THD26 TH026 THD26 3x12 M18SHS1 THD26 4-5-10 8-10-9 13-3-8 19- 9-8 26-3-8 27-9-0, 4-5-10 4-4-15 44-15 6-6-0 6-6-0 Plate Offsets(X,Y)-- [1:Edge,0-3-9], 3:0-2-4,0-2-0],[4:0-4-4,0_2-4�,j6:0-3-12,0-2-4],[8:0-5 B,Ed�c 1L_0-5-0 0-4-12] [11:0-2-4,0-5-01,[12:0-6-0,0-4-121,[13:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.28 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.50 11-12 >663 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.11 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017ITP12014 — — Matrix-MS — Weight:411 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, 4-6:2x4 SP No.1,6-7:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2x4 SP No.2*Except* 2-14,2-13,3-13,3-12:2x4 SP No.3,7-8:2x6 SP No.2 WEDGE Left:2x6 SP No.2 REACTIONS. (Ib/size) 1=7301/0-5-8,8=8061/(0-3-8+bearing block) (req.0-4-12) Max Horz 1=206(LC 25) Max Uplift 1=-2396(LC 8),8=-2582(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-16059/5286,2-3=-14195/4639,3-4=-1 1148/3618,4-5_8475/2718,5-6=-8475/2718, 6-7=-2024/640,7-8=-8504/2682 BOT CHORD 1-14=-5015/14709,13-14=-5015/14709,12-13=-4377/13094,11-12=-3343/10233, 10-11.592/1854 WEBS 2-14=-537/1487,2-13=-1782!704,3-13=-1134/3343,3-12=-3818/1379,4-12=-1819/5543, ,I 1 1 1 1 4-11=-2347/869,5-11=-450/302,6-11=-2819/8837,6-10=-5040/1691,7-10=-2427/7624 `,`�OPQUIN NOTES- VES 1)2-ply truss to be connected together with 10d(0.131"x3•)nails as follows: ,�� , .••�G E NS � Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. •• F •' 1*� Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. N O 68182 0 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)2x6 SP SS bearing block 12"long at it.8 attached to each face with 3 rows of 1 Od(0.131"x3")nails spaced 3"o.c.12 Total "0 fasteners per block.Bearing is assumed to be SP No.2. r ST OF Q/ 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. �i •• Q:••N�,� ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ��j� ••'• ,•R t'\�? 6) Provide adequate drainage to prevent water ponding. '40 s /Q N AL`8%% 7)All plates are MT20 plates unless otherwise indicated. I/111 �' 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 6904 Parke East Blvd.Tampa FL 33610 1=2396,8=2582. Date: 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from February 20,2018 26-0-12 to connect tnjqsfP-)to hark face of bottom chord. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.10,932015 BEFORE USE. Design valid for use only with MITekO connectors.this design Is based only upon parameters shown-and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional ternporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance reWxcAw the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Cdtetla,DSB-89 and SCSI Bueafng Component 6904 Parke East Blvd. Safety Information avallobie from Truss Plate Institute.218 N.Lee Street.State 312 Alexandria.VA 22314. Tampa.FL 33610 L Job Truss Truss Type Qty Ply T13272197 1515170 T47 Hip Girder 1 2 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:20 2018 Page 2 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-pBrtN319E r9yiiSuf8uvPTduO2X LIGgAv_?Es5zjZrD NOTES- 12) 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=-60,4-6=-60,6-7=-60,8-15=-20 Concentrated Loads(lb) Vert:11=-1 051(B)20=-1 616(B)21=-1 051(B)22=-1 051(B)23=-1 1051(B)24=-1051(B)25=-1051(B)26=-1051(B)27=-1051(B)28=-1051(B)29=-1051(6)30=-1034(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MU-7473 rev.10N MIS BEFORE USE. f �� Design valld for use only with MITek®connectors.This design is based only upon Ixjrameters 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 tx ik9ng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal In"y and property damage. For general guidance regarding the fabxk-atbn,storage,delivery,erection and tracing of imsses and tnss systems,seeANSI/TPiI Cuwilty Criteria,DSB-a9 and BCSI Bu9dng Component 6904 Parke East Blvd. Safety Information available frorn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 1 Truss Truss Type Qty Ply 713272198 15151TO T48 Monopitch Girder 1 n Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:212010 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-HOPFbPJn?9HpJr14DsP8xh9BdSuvUoeJ8eloPXzjZrC 3-11-13 7-10-14 _ 12-1-8 3-11-13 3-11-2 4-240 Scale=1:33.1 2x4 I 4 5.00 12 45�r 3 4x5 2 1 I 7 11 6 12 13 3x8_ 3x8 I THD26 7x6_ THD26 6x6 5 THD26 THD26 THD26 3-11-13 7-10-14 12-1-8 3-11-13 _3-11-2 4-2-10 Plate Offsets(X,Y)-- [1:0-0-0,0-0-21,[3:0-2-0,0-2-0),[5:0-3-0,0-2-1 ,_[6:0-3.0,0-4-8, 7:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.11 6-7 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.03 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:151 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 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=2601/0-5-8,5=4102/0-3-8 Max Horz 1=205(LC 8) Max Uplift 1=-847(LC 8),5=-1446(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5515/1816,2-3=-3409/1092 BOT CHORD 1-7=-1829/5023,6-7=-1829/5023,5-6=-1110/3129 WEBS 2-7=-542/1591,2-6=-20951795,3-6=-1220/3651,3-5=-4086/1449 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. Webs connected as follows:2x4-1 row at 0-9-0 oc. J11 1111 t1j 2)All loads are considered equally applied to all plies,except if noted as front(F)or back face in the LOAD section.Ply to 3)Wind:ASCE 7-10 Vuply connections have It130mphen d(3-secdolnd gust)V sd only loads TCDL)b OpsfUBCDLnless=5)Opsfshindicated. 5ft;B=45ft;LS24fftt)eave=4ft;Cat ��OQ�QU�N. i II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ;� ,,.��G E N 5�...• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=847,5=1446. -10 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from � the left end to 11-6-4 to connect iruss(es)to front face of bottom chord. ;3 S O F 4 8)Fill all nail holes where hanger is in contact with lumber. i �� R O r LOAD CASE(S) Standard 'moi s ••• ,' !\�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads(lb) MITek USA,Inc.FL Cert 6634 Vert:7=-1565(F)6=-1043(F)11=-1043(F)12=1043(F)13=-1049(F) 6904 Parke East Blvd.Tampa R.33610 Date: February 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE Md-7473 rev.104)3@015 BEFORE USE. Design valid for use only with MiTek2,)connectors.This design Is based only upon pararneters shown,and Is for an individual building component,not a miss system.Before use,the building designer must verify the applicability of design parameters and rxoperly Incorporate this design Into the overall twilling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M[Te k is always required for stability and to prevent collapse wtih possible personal Injury and property damage. For general grddance regarding the fabxcation,storage,delivery,erection and bracklg of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Butiding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Sulte 312.Alexandria,VA 22314. Tampa,FL 33610 I I Job Truss Truss Type Qty Ply T13272199 15151TO T49 Common Girder 1 e� G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:22 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-IaydolJPmSPgx?cGnZwNUuiL3rFHDEmSNIULxzz ZrB 4.1-8 7-2-8 10-3-8 14-5-0 4-1-8 3-1-0 3-1-0 4-1-8 Scale=1:26.8 5x6= 3 5.00 F12 4x5 4x5 2 4 5 1 Id 8 15 7 16 6 17 18 6x6= 3x8 II THD26 7x10= THD26 3x8 II THD26 THD26 THD26 6x6= THD26 4-1-8 7-2-81038 14-5-0 4-1-8 3.1-0 3-1-0 4-1.8 Plate Offsets(X,Y)- 11.0-0-0 0-2-3] [3:0-3-0 0-2-4] [5-Edge 0-2-3] [6:0-",G-1-81,[7:0-5-0,0-4-41,[8:G-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.16 7.8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:151 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb(size) 1=3308/0-5-8,5=4587/0-5-8 Max Horz 1=55(LC 24) Max Uplift 1=-1067(LC 8),5=-1310(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7003/2284,2-3---5612/1799,3-4=-5620/1802,4-5=-7670/2276 BOT CHORD 1-8=-2053/6390,7-8---2053t6390,6-7=-20521/030,5-6=-2052!7030 WEBS 3-7=-1265/4027,4-7=-2208/575,4-6=-411/1810,2-7=-14551575,2-8=-431/1232 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:20-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,`1111 11111 j1 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 `,1/ V)N V ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. � OP,Q •F(� 3)Unbalanced roof live loads have been considered for this design. �% , G E•►V 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;save=oft;Cat. ,•• `SF•••, ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 N 0 68182 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. - - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=1067,5=1310. S S O F .• 4U 8)Use USP THD26(With 16d nails Into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from (V the left end to 13-6-4 to connect truss(es)to back face of bottom chord. .(�• ,AIQ ,••� � 9)Fill all nail holes where hanger is in contact with lumber. i�� •.4 0 R O,. �\`%% Sndard 1 ODead AD A REooS)Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �/S�O N A; Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:1-3=-60,3-5=60,9-12=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:6=-1043(6)8=-1533(B)15=-1043(B)16=-1043(8)17=-1043(B)18=-1035(B) Date: February 20,2018 p Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED IBTEK REFERANCE PAGE MJF-7473 rev.10M3i2015 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a trim system.Before use,the building designer must verity the applicabllty of design parameters and properly incorporate this design Into the overall � building design. Bracing Indicated is to prevent buckling of Indlvidual truss web and/or chard members only. Additional temporary and permanent bracing Mi•ak` Is always required for stability and 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 Inforrnallan available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272200 15151 TO T50 Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:23 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-DmW??4K1 WmXXZ9BTKGRc16FXLFhYys3ccyEuTQzjZrA g.2-2 8-2-14 14-5-0_ 6-2-2 2-0-12 6-2-2 Scale=1:23.5 6x6 6x6 I! 2 3 5.00 12 I 15 14 a 16 13 4 1 0 Ia 6 5 3x8 I I 2x4 11 2x4 3x8 11 6-2-2 8.2-14 14-5-0 6-2-2 2-0.12 6-2-2 Plate Offsets(X,Y)-- [1:0-0-2 0-0-61 [1:0-0-5 0-&5] [1:0-3-8 Edge] [4:0-0-2 0-0-6] [4:0-0-5 0-6-5] [4:0-3-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.08 5-12 >9W 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 5-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.02 1 n1a Na BCDL 10.0 Code FBC20171TP12014 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=577/0-5-8,4--57710-5-8 Max Horz 1=47(LC 11) Max Uplift 1=-151(LC 12),4=151(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-888/396,2-3---767/406,3-4---8881396 BOT CHORD 1-6=-277!762,5-6275I`767,4-5=-2741762 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;save=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 6-2-2,Exterior(2)6-2-2 to 1111111/ 8-2-14,Interi12-5-13 to 14-5-0 zone;C-C for members and forces 6 MW FRS for reactions shown;Lumber DOL--1.60 plate grip �1 ��/ or(1) DOL=1.60 ".%.OPpU I N VF�� 3)Provide adequate drainage to prevent water ponding. �1� , 0 E. C� � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `SFS �i 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. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=1b) * •; 1=151,4=151. 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 =-O sheetrock be applied directly to the bottom chord. •• ST O F .• i 0 4o i O R 10 N```. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 -� A WARNING•Yert/y dealgn parammtom and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE A07473 rev.10/03/2015 BEFORE USE W. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an individual 1:"ldlrr�.i 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.AddBorol temporary and permanent bxacing MiTek' Is always required for stability and to prevent collapse with possible personal toy and properly damage. For general guidance regading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIfTPI t Quality Criteria,DSB39 and SCSI BuNding Component 6904 Parke East Blvd. S&ety Irdomudlon avallable from Truss Plate Insfltule,218 N.Lee Sheet,Suite 312 Alexancirla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 7132722011 15151 TO T51 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:24 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-hz4ODQLfH4fOAJmfu_yrZJnjLf 17hJ PlgczS?szjZr9 4-0-0 5 1-8 4-0-0 1-1-8 Scale=1:17.1 4x5= 2x4 11 2 3 5.00 F12 1 8 3x5 11 4 3x4= 113- 4-0-0 51-8 a3- 3-9-0 1-1-8 _-- Plate Offsets(),1)-- [1:0-0-2 0-0.6) [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 0.29 Vert(LL) 0.07 4-7 >918 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 4-7 >952 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 1 rda Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 Ib FT=20% L LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 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 Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=387/0-5-8,1=241/0-3-8 Max Horz 1=69(LC 8) Max Uplift 4=-278(LC 8),1=-138(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-256/179 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=4tt;Cat. II;Exp C;End.,GCpi--0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ``,III11I11IIII 3)Provide adequate drainage to prevent water ponding. QU I N �/�4 Z��e 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦♦♦P 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 ♦�♦ ,� ••G•E•N will fit between the bottom chord and any other members. .•• `SF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding,100 Ib uplift at joint(s)except 01=11b) 4=278,1=138. No 68182 '. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)171 Ib down and 204 Ib up at = 4-0-0 on top chord,and 98 Ib down and 93 Ib up at 4-2-2 on bottom chord. The desigrdselection of such connection device(s)is the responsibility of others. p : :cc 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S T O F .• UJ LOAD CASE(S) Standard ��T• 'A- O P•.'\�44/♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �� s ., O R \ •• G ♦♦♦ Uniform Loads(plf) Vert:1-2=-00,2-3=-60,4-5=-20 ��N A� ♦♦♦ Concentrated Loads(lb) Vert:2=-132(B)8=-98(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ME.7473 rov.16D3W IS BEFORE USE Design valid lot use only with Milek�connectors.Ihls design Is based only upon parameters shown,and Is tot an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is dways requited tot stability and to prevent collapse with possible personal"and property damage. for general guldcnce regarding the ki1xicatlon,storage,delivery,erection and brocing of trusses and truss systems,seeANSI/TPII Quality CAteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexar sift VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T13272202 15151 TO I T52 Monopitch i 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:25 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-A9emOmM H2NnFoTKrShT46XKtt3MhQm Uv3Gj?YlzjZrB 5-1-8 I 518 2x4 11 Scale=1:17.7 2 5.00 F1-2 i 8 i 7 Lj 3x5 1 3 2x4 11 3- 5-1-8 3- 4-10-8 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 (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 3-6 >617 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.08 3-6 >755 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-AS Weight:20 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=199/0-5-8,1=199/0-3-8 Max Horz 1=85(LC 12) Max Uplift 3=-145(LC 12),1=-100(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.Opst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-12 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 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 `�� IN V E� will fit between the bottom chord and any other members. % PO 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) �� ,� ••(,E N•• �� 3=145,1=100. SFS••• �� 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. No 68182 * �'• F �� ,� . Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20,2018 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7473 rev.14I4132015 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 applk:atAIty 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 musses and truss systems,se.eANSi/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.Mexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13272203I 15151 TO Vol Valley 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:25 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-A9emQmMH2NnFoTKrShT46XKy23ReQmUv3Gj?YlzjZr8 1.11-8 3.11-0 J 1-11-8 1-11-8 3x6- Scale=1:7.3 5.00 12 2 3 1 �e ro 8 d IBM 2x4 i 2x4 0 3-11-0 0- - 0 3.10-6 _ Plate Offsets(X,Y)— [2:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n1a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rt/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=9(LC11) Max Uplift 1=-25(LC 12),3=25(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.Opst;h=25tt;B=45ft;L=241t;eave=4ft;Cat. II;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 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,,J 111 1111 f 111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. �PQU j N 1/�4 Z.*� , No 68182 -10' • ST OF '441 %�T' 'c P •�� O R �•p•. \``�� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 20;2018 Q WARNMG-Verify design parameters and READ NOTES ON TMS AND INCLUDED MIIEK REFERANCE PAGE 117173 rev.10/01@0f5 BEFORE USE � Design valld for use only with MITekm connectors.This design Is based only upon parameters shown,and Is for an individual building component,not o tnrss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate tits design Into the overall buildingsss design. Brachg Indk:ated Is to prevent bucMing of Indlvidrlal buss web and/or chord members only. AddlbrxN temporary and permanent bracing Ml lek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiance regarding the fabdcc lion,storage,delivery,erection and bracing of trusses and tnus systems,sf-?eANSI/TPI l Quality Criteria,OSS-89 and SCSI Sullang Component 6904 Parke East Blvd. Solely Information avdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713272204 15151 TO i V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 19 12:49:26 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-eLC8e6Nwphv6Qdv20 P_Jekt7oTnt9Dk2lwSZ41zjZr7 1-11-8 3-11-0 1118 1118 3x6— Scale=1:7.3 5.00 12 2 1 3 1 a 0 0 2x4 2x4 3-10-6 3-11-0- 3-10-6 0- 0 Plate Offsets(X,Y)- (2:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:10 Ib FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=25(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. I �� O .•G E'N 3. F��i�� No 68182 :5S OF 44/ft . i"41;ss��N Ai ` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: February 20,2018 WARNING-Veft design peremetws and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.101031015 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 Wlding designer must verity the applicabiily of design Txuameters and properly hx:cxporate this design into the overall buiding design. Bracing Indicated Is to prevent txrckling of Individual truss web and/or chord members only. Additional temporary•:md r xermanent tx x:irhi MiTek' Is always required for slabllify and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,se.eANSI/1PI I Quality Criteria,DSB-39 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property ° offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth, 1 TOP CHORDS 3 diagonal or X-bracing,is always required. See BCSI. 1 CI 2 ('23 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Q WEBS Cs.4, 4 may require bracing,or alternative Tor I -r- ILIO p bracing should be considered. S 3 r�1 3 O 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building C78 cr>i designer,erection supervisor,property owner and plates 0-1114'from outside For 4 x 2 orientation, locate BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. t The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR responsibility of truss fabricator.General practice Is to 4 X 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur, 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone Is DSB-89: Design Standard for Bracing. a. not sufficient BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria, Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015