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1895 Atlantic Beach Dr - Permit RES17-0305 �3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J`r 1r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0305 Description: NEW SINGLE FAMILY Estimated Value: 357669.95 Issue Date: 1/18/2018 Expiration Date: 7/17/2018 PROPERTY ADDRESS: Address: 1895 ATLANTIC BEACH DR RE Number: 169505 1580 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS LLC Address: 414 OLD HARTS RD STE 502 FLEMING ISLAND, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 5�:1,yjyJCity of Atlantic Beach APPLICATION NUMBER Js r s� Building Department (To be assigned by the Building Department.) 800 Seminole Road jam ' 7 c)S Atlantic Beach, Florida 32233-5445 I \ Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: z ( t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (59 FA TLA/0—CtL' ��A�(NLpepartment review required Yes No uildin Applicant: (,C)—'s, in a&Z o n i n Tree Administrator Project: G( /�\JG,LC PPdA L�t ublic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Wppproved. ❑Denied. [—]Not applicable (Circle one.) Comments: UILDING PLANNING &ZONING Reviewed by: i' , Date:l 4.2- 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 CITY OF ATLANTIC BEACH *s J JAN - 3 2015 800 Seminole Road Atlantic Beach,Florida 32233 s1 Telephone(904)247-5800 FAX(904)247-5845 J;3 9"' REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 1-3-18Received by: Resubmitted: Permit Number: ?,1E S-4 - 03Q Original Plans Examiner: Project Name: Lot 57 Project Address: 1895 Atlantic Beach Drive Contractor: Toll Bros., Inc. Contact Name: Brianna Tallman Contact Phone : 904-595-5243ee taliman tolibrothers.com Revision/Plan Check/Permit Fee(s)Due: S't-,.!�o 8 Description of Proposed Revision to Existing Permit: A/C location to match the location on the Arch Plans. I i Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: ,Public W/U Approval: By signing below.I (printnaan -Tf'Jl) 1 e} � affirm Out( the above revision f is in lusive of the propose ha g I Signature of Contractor/Agent(Cuntraci r,nust sign if increase in valuation) Date f Offiee Use Only i Date: l� ` Approved: Rejected: Notified by: t W s Plan Review Comments: e'S7.1/4ef C k - o k' c��y a �.� -................_ ................___ _........._..... ___._.__.___ Department review re wired Yes No _, Buil i ._.._........... x Plannin &Zonin Tree Administrator flaLxaminer Pu lic Work iPublic Utilities - Public Safety Date CtWed411V16 RW3 Fire Services ?iL`i,l� City of Atlantic Beach APPLICATION NUMBER �s S� Building Department (To be assigned by the Building Department.) y 800 Seminole Road SI 7 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (�� ui � YLAK)V C(L'_ L� 1 apartment review required Yes No ldin Applicant: , �-h {? 2Q j2fanning &Zoning Tree Administrator Project: I b' JG LC Public Utilities u b I is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING 2 Reviewed by� �60�— Date:0 1—'(_— fE- TREE ADMIN. Second Review: Approved as revised. []Denied. [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES f PUBLIC SAFETY Reviewed b�// � Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: _ Date: Revised 05/19/2017 '�fTY OF ATLANTIC BEACH �Ii3? 800 Seminole Road JAN - 3 2018 Atlantic Beach,Florida 32233 Telephone(904)247-5800 .. 1 FAX(904)247-5845 3 REVISION REQUEST SKEET OR CORRECTIONS TO REVIEW COMMENT 4 x Date: 1-3-18 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Lot 57 Project Address: 1895 Atlantic Beach Drive Contractor: Toll Bros., Inc. Contact Name: Brianna Tallman Contact Phone: 904-595-5243 Contact e-mail: btaliman@tollbrothers.com Revision./Plan Check/Permit Fee(S)Due: $ Description of Proposed Revision to Existing Permit: A/C location to match the location on the Arch Pians. I Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing � ) � �G�11 n B si m below.i rr,tnan3c��G� __. ...__...r..._ _ affirm that the above revision i is in lusive of the propose hag WZL S-4-4 1 Sow- I. 3- ► � Signature of Contractor/Agent(contractor must sign if increase in valuation) Date I Office Use Only i k Date: Approved: / Rejected: Notified by: z i Plan Review Comments: r De artment review required Yes No nning&Zonin Tree Administrator Plans Examiner Public Works Public Utilities m —__.......................... Public Safety Fire Services Date OeMed4/13116 Rev.3 Si—Vi ,+ City of Atlantic Beach APPLICATION NUMBER J�r t% Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 _ Phone(904)247-5826 • Fax(904)247-5845 r, E-mail: building-dept@coab.us Z�� routed: Date ( Z t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: rj 1� YJ_ArjTiepatment review required Yes No Applicant: 1 �-C� (? (ZQ S fanning &Zonfn Tree Administrator Project: Cc.� /NG LC 1� Ly ublic u is i sties Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : 4lDate:4gw 4z.-0 9 IV TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 tj ATY OF ATLANTIC BEACH J' ► "''� ZO18 i 800 Seminole Road t}y' j s J JAN - 3 I ;; Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 C. REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT JAN 0 4 2013 Date: 1-3-18 _ Received by: Resubmitted: I Permit Number: (ll`1 0305 Original Plans Examiner: _ Project Name: Lot 57 Project Address: 1895 Atlantic Beach Drive Contractor: Toll Bros., Inc. Contact Name: Brianna Tallman — Contact Phone: 904-595-5243 Contact e-mail: btallman@tollbrothers.com b Revision./Plan Check/Pctm.it Fee(s)Due: $ Description of Proposed Revision to Existing Permit: A/C location to match the location on the Arch Plans. i t Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.i (print name) G_nTib) Ino affirm that the above revision ! is in lusive of the propose ha g A A AK�/W/_N j Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date i office Use Only " Date: Approved: V Rejected: Noti y Plan Review Comments: De artment review required Yes No Planning &Zonin7aS Plans Examiner Tree Administrator Pu W Works ' Pubiic Utilities PUblic Safety Fire Services Date cnntmUO3/16 to a tr� ir�JCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 R E �1 7 —' y s os Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us DEC 13 20f? Date routed: City web-site: http://wvtw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: YLAfy7tC epartment review required Yes No uildin Applicant: [� {® 2(D Alranning &Zoning Tree Adminis ra or Project: I�' (.c /� 3G,LC, L ublic Works ublic Utilities Public a ety Fire Services Review fee $ 50 Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Z i 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable P WOR Comments: UBLIC UTILITIES i ( 7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ]]Y E rY OF ATLANTIC BEACH lJAN - 3 !" 800 Seminole Road 2018 i;' Atlantic Beach Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR JAN 0 4 20i t CORRECTIONS TO REVIEW COMMENT Date: 1-3-18 Re eived by: Resubmitted: Permit Number: 0305 Original Plans Examiner: Project Name: Lot 57 Project Address: 1895 Atlantic Beach Drive i Contractor: Toll Bros., Inc. Contact Name Brianna Tallman Contact PhOne: 904-595-5243 Contact e-mail: btallman@tollbrothers.com Revision./flan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: A/C location to match the location on the Arch Plans. Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W I U Approval: i Fay signing below.I (print name) j affirm that the above revision is in lusive of the propose ha g 1. 3- i Signature of Contractor I Agent(Contractor must sigrr if increase in valuation) Date office use Only ) a Date: �I Approved: !I Rejected: Notiti y j I'lan Re4iow Comments: _.._- De artment review required Yes NoA,/ Ae, Buil i ._......._.._._.. .. __ ' (,,Planning &Zonin Tree Administrator Plans Examiner Pu lie Works / ubfic Utilities ............. .-- Public Safety Date creaw,rivia t .s Fire Services City of Atlantic Beach t PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date `7 Project Address 9 9 J"_ /4-7_e_ nJT( 2 OC;)- Dr— Number of Units Commercial Residential V_/1" 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 f New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application#t 17 — 3 y cc Water System Development Charge $ � Sewer System Development Charge $ , n Ste. (3 C7 Water Meter Only $ r' S UU Reclaim Meter Only $ ( Q 0o Water Meter Tap $ Sewer Tap $ Cross Connection $ '50( 60 Other $ TOTAL $S r �� (Notes) APPROVED Kayle Moore, P.E. V-\ Date 12—11-51f Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED r r REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this day of ,20 , by the City of Atlantic Beach,Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and TOLL FL VLLP 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 1895 Atlantic Beach Dr, Parcel#67-132 08-2S-29E.174 • 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. USER her agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. 14 Date 111Z011-1 Property Owner: Ste v n .M en,Division Sr.Vice President,TOLL FL VI,LP(signed i re of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this_W day of K/DJ.F, A bue&- ,201'1 , by 2�i.Q, _WAXA11-_ ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. jyp---� Signattk of N ary Public,State of Florida / Approved/Public Works Department: Personally Known V t Produced Identification(Type) - .,rvr Notary Public State of Florida Scott Wil tams, Pub is Works Director Melissa Sue Lieberman a- a My Commission GG 12,M6 %R. .__Expired 09/18/2021 RIGHT-OF-WAY/EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1895 Atlantic Beach Drive Phone 904-595-5243 Permittee Steven Merten Email btallman0tollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location(Reference to Cross-Street) Costal 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 imtnediately 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 o expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights an vileges. • The Director of Pu4 Works shall be notified twenty-four(24)hours prior to starting work and again immediately up pletion. Date Permittee:Steve?r*01111 Division Sr.Vice President,TOLLFL VI,I.P(signed in presence of N taryPublic) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this COAD day o1 AA�t J7lN.l�ty ,201 by( JTQi1�R_ �y KI �Ilkl- ,who personally appeared before me and (printed name of Permittee) acknowled he/she ed the instrument voluntarily for the purpose expressed in it.` Personally Known V/ ig ature ofN taryublic,State of Florida Produced identification(Type) E,,AVt., ° Notary Public State of Florida Melissa Sue Lieberman My Commission GG 126068 Expires 09/18/2021 OFFICE COPY i FORM R405-2014 + FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method I I Project Name: Davenport Bonus 2883 Left S Builder Name: Toll Brothers R Street: Lot 57 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 li Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3577.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3397.80 ft2 b.Frame-Wood,Adjacent R=13.0 180.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft' I! 4. Number of Bedrooms 4 d.NIA R= ft' 10.Ceiling Types (2129.0 sgft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1859.00 ft' 6. Conditioned floor area above grade(ft') 2883 b.Under Attic(Vented) R=19.0 270.00 ftz c.NIA R= fta Conditioned floor area below grade(ft') 0 11.Ducts R ft' 7. Windows(329.3 sgft.) Descriptlon Area a.Sup:Attic,Ret:Attic,AH:Garage 6 414 a. U-Factor. Dbl,U=0.34 329.33 ftz SHGC: SHGC=0.27 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.645 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (2883.0 sgft.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2129.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 754.00 ft' None c.N/A R= ft' 15.Credits Pstat Total Proposed Modified Loads: 68.16 p.CC Glass/Floor Area: 0.114 ASS Total Baseline Loads: 78.67 - I hereby certify that the plans and specifications covered by Review of the plans and "vAE A� this calculation are in compliance with the Florida Energy specifications covered by this v0 =F 0 Code. calculation indicates compliance )r with the Florida Energy Code. PREPARED BY: i cak Before construction is completed DATE: //-2y�.oi7 -� this building will be inspected for 0 compliance with Section 553.908 * ° I hereby certify that this building, as designed,is in compliance Florida Statutes. with the Florida Energy Code. Oji WE OWNER/AGENT: Brianna Tallman BUILDING OFFICIAL: DATE: 12/12/17 DATE: 'Z 9 - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. I -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1:1 and an envelope leakage test report in accordance with R402.4.1.2. 1 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Davenport Bonus 2883 Left S Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2883 Lot# Owner: Toll Brothers Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 57 Atlantic Beach Permit Office: Atlantic Beach 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 IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2883 28076 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2129 .21290 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 754 6786 No 1 1 1 Yes Yes Yes FLOORS f # FloorType Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet -1 Slab-On-Grade Edge Insulatio Main 190 ft 0 2129 ft2 __-_ 0 0 1 _2 Floor Over Other Space 2nd Floor — _-- 754 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v 4 Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2381 ft2 534 ft2 Medium 0.6 N 0.9 No 0 26.6 k ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC f 1 Full attic Vented 300 2129 ft2 N N I 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 Blown 150 ft2 0.11 Wood 2 Under Attic(Vented) Main 38 Blown 1225 ft2 0.11 Wood 3 Under Attic(Vented) 2nd Floor 38 Blown 634 ft2 0.11 Wood 4 Under Attic(Vented) 2nd Floor 19 Blown 120 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Frame-Wood Main 19 _20 0 10 0 200.0 ft2 0 0.23 0.6 0 2 E Exterior Frame-Wood Main 19 77 0 10 0 770.0 ft2 0 0.23 0.6 0 3 NE Exterior Frame-Wood Main 19 11 2 10 0 111.7 ft2 0 0.23 0.6 0 4 N Exterior Frame-Wood Main 19 40 0 10 0 400.0 ft2 0 0.23 0.6 0 5 W Exterior Frame-Wood Main 19 77 0 10 0 770.0 ft2 0 0.23 0.6 0 6 S Garage Frame-Wood Main 13 20 0 9 0 180.0 ft2 0 0.23 0.01 0 7 NW Exterior Frame-Wood Main 19 6 2 10 0 61.7 ft2 0 0.23 0.6 0 8 S Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 0 0.23 0.6 0 9 E Exterior Frame-Wood 2nd Floor 19 20 3 9 0 182.3 ft2 0 0.23 0.6 0 10 N Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 0 0.23 0.6 0 11 W Exterior Frame-Wood 2nd Floor 19 20 3 9 0 182.3 ft2 0 0.23 0.6 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None A 3 8 24 ft2 2 S Wood Main None .4 2 8 8 21.3 ft2 WINDOWS Orientation shown Is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.27 24.0 ft2 7ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 . 2 E 2 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft2 1 ft4 in 1 ft 0 in Drapes/blinds Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.34 0.27 6.0 ft2 1 ft 4 in 1 ft 0 In None Exterior 5 4 E 2 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 5 N 4 Vinyl Low-E Double Yes 0.34 0.27 36.0 ft2 9 ft 4 in 1 ft 0 in None Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.34 0.27 36.0 ft2 1 ft 4 In 1 ft 0 in Drapes/blinds Exterior 5 7 W 5 Vinyl Low-E Double Yes 0.34 0.27 20.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 8 E 9 Vinyl Low-E Double Yes 0.34 0.27 45.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 9 W 11 Vinyl Low-E Double Yes 0.34 0.27 8.0 ft2 1 ft4 in 1 ft 0 in Drapes/blinds Exterior 5 10 W 11 Vinyl Low-E Double Yes 0.34 0.27 4.0 ft2 1 it 4 in 1 ft 0 in None Exterior 5 11 N 4 Vinyl Low-E Double Yes 0.34 0.27 21.3 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 12 W 5 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 13 NE 3 Vinyl Low-E Double Yes 0.34 0.27 54.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 11122/2017 1:26 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 438 ft2 438 ft2 52 ft 9 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000433 3275.5 179.82 338.18 .4106 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 48 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 48 kBtu/hr 1440 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert 4 Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— --Return— Air CFM 25 CFM25 HVAC# -# Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 414 ft2 Attic 117 ft2 Default Leakage Garage (Default) (Default) 1 1 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJXJ Jan [[ ]]Feb ]Mar A r Ma Jun [X]Jul [X]Au Se Oct [ ]Nov Dec HeatinJan [X]Feb Xj Mar Apr May �xl Jun E ]Jul E ]Aur�SeP Oct (X]Nov Dec Ventin Jan [[ ]l Feb [[X]Mar [X A r [ May Jun 1 Jul ]Aug Se [X]Oct [X]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 7B 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 6B 6B 68 68 68 66 66 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index,the more efficient the home. Lot 57 Atlantic Beach CC, Atlantic Beach , FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3397.80 ft' b.Frame-Wood,Adjacent R=13.0 180.00 ft' 3. Number of units,If multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 1859.00 ft 6. Conditioned floor area(ft') 2883 b.Under Attic(Vented) R=19.0 270.00 ft' 7. Windows- Description Area c.N/A R= ft2 2 a. U-Factor: Dbl, U=0.34 329.33 ft' 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Garage 6 414 SHGC: SHGC=0.27 b. U-Factor. N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor: N/A ft7 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.645 ft. Area Weighted Average SHGC: 0.270 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2129.00 ft' a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 754.00 ft' c.N/A R= ft= b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ��-T10 ST�T6' Construction through the above energy saving feat res which will be installed (or exceeded) y - O in this home before final inspection. Otherwi e, a ew EPL Display Card will be completed ,,,�'''� based on installed Code c pliant features Builder Signature: Date: 12/12/17 * � i Address of New Home: 1895 Atlantic Beach Drive City/FL Zip: Atlantic Beach, FL 32233 WE f *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy.efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *`Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 57 Atlantic Beach CC Permit Number: Atlantic Beach , FL, i, MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Alr leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402A through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended Infiltration control measures; 3.Interior doors, if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be tumed off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. r 0 R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. 0 R402.4:3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. P R403:1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts, air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(2513a)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 13 R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. 13 R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55•F(13•C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. E R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from.the lowest to.the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100•F to 140•F(38"C to 60•C). • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy i 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: r 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. f p R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the f` Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not Include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. I 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed In an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. - O R403.6:1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oll-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently Installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 _ I FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Davenport Bonus 2883 Left S Builder Name: Toll Brothers Street: Lot 57 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. / Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be Insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have Basketed doors 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Davenport Bonus 2883 Left S Builder Name: Toll Brothers Street: Lot 57 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 2883 sq.ft. Cond.Volume: 28076 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE I FLOW: I ELA: Eq LA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During.testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, -THES7,q? performance results demonstrate compliance testing shall be conducted by an ti0 = �0 with Florida Energy Code requirements in approved third party.A written '�� accordance with Section R402.4 1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. Ob �y� PRINTED NAME: Brianna Tallman BUILDING OFFICIAL: DATE: 12/12/17 DATE: 41 �L•,9• ;0/2 11/22/2017 1:26 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 OFFICE COPY Building Permit Application r City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job address: 1895 Atlantic Beach Drive Permit Number: C 1Q� Legal Description: Lot 57 Atlantic Beach Country Club Unit 2, Parcel#67-132 08-2S-29E.174 RE# 169505-1580 Valuation of Work(Replacement Cost)$ 1,151.55 Heated/Cooled SF 2883 Non-Heated/Cooled 658 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New home construction. Florida Product Approval# See attached. for multiple products use product approval form Property Owner Information Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue city Ponte Vedra State FL zip 32081 Phone 904-217-0739 E-Mail _ btallman(@tollbrothers.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) TOLL FL VI, LP Contractor Information Name of Company: Toll Bros., Inc. Qualifying A ent: Steven R. Merten Address 160 Cape May Avenue city Ponte-Ve ra State FL zip 32081 Office Phone 904-595-5243 Job Site/Contact Number 904-595-5243 State Certification/Registration# CGC1510225 E-Mail btallman@ 0 ro ers.com Architect Name& Phone# Toll Architecture (407) 248-5800 Engineer's Name&Phone# Lou Pontigo & Associates (904) 242-0908 Workers Compensation Policy#MWC30267702 / Expires: 9/1/2018 _ Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU YING TWICE FOR IMPROVEMENTS TO YOUR PROP Y. IF YOU INTEND TO OBTAIN FI CING, CONSULT WITH YOUR LENDER OR AFnature Y BEFORE RECORDING R NOTICE OF COMMENCEMENT. ( i nat a Owner or Agent including Contractor) Contractor) Signed an swo o(or affirmed)before me this_day of Signed and swo to(or affirmed)before me this day of ) rnbe� '2D11 by Q_ W A cignmbe� �t-1 by '}et_ IWA-e, ( ' a u e Xion Nota blic tate of Florida Notary Public State of Florida Melissa Sue Lieberman My Commission GG 126068 >p Melissa Sue Lieberman Expires 09/18/2021 / My Cres mission r22G126066[ ersonally Kno Personally Known OR ''�qn '[ ]Produced Iden [ ]Produced Identification Type of Identification: Type of Identification: OFFICE COPY ��pIzca e Co es: ,20.ZO FL .RIDA BUILDING�O��I,®w- o��+'�C� YTSE ®I�tJC,� . csuZt �cx�cl�e one)• APP-roved Disapproved , . Approved w/ Conditions Review Ntials/Date: " 9' 0/ 7 Development Size � labitable Space ,?3 s.rNon-Habitable F npervious area Usceilaneoucs Information XUP-Wcy Croup -3 Pe of Constructiony tuber of Stories �- ling District.g. GL. K. Occupancy Load Sprinklers Required d Zone gi.tions/comments: NOTICE OF COMMENCEMENT State of: FLORIDA Tax Folio No. 169505-1580 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 57 Atlantic Beach Country Club Unit 2,67-132 08-2S-29E.174 Address of property being improved: 1895 ATLANTIC BEACH DRIVE,ATLANTIC BEACH,FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 160 CAPE MAY AVE.,PONTE VEDRA,FL 32081 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS.,INC. Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN,Division Sr.Vice President Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): f zz THIS SPACE FOR RECORDER'S USE ONLY OWNERVJ Signed: Date: it ?D V—7 Doc#2017283910,OR BK 18217 Page 875, efore me L day ofA,D jj- 1-,�I f in the Coun of St.Johns, Number Pages:1 tate OfFlori ha rsonally appeared S1 Q.y Cfl1 Recorded 12/12/2017 11:24 AM, otary Publi at Large,State of Flori a,County of ST.JOHNS. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY y commission expires• � RECORDING $10.00 ersonally Known: or roduced Identification: =Public of FbridaMelissa Sue an SU G1280881 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA OFFICE C0PY Project Name: Toll Brothers,Inc. Permit# AE-3 30 S Project Address: 1895 Atlantic Beach Drive,Atlantic Beach,FL 32233 Lot 57 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 Therma-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 FL 10008.1 12.Glass Block US Block/Hy-Lite Glass Block Window 70 PSF JFL 185.12 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# 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 IT 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 K6 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 Walking deck membrane N/A FL 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 1 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 ones listed in this document must be approved by the Building Official. Brianna Tallman (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: btallman@tollbrothers.com T Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek Pi RE: 14622TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: TTampa,Brothers Project Name: . Model: Davenport - Caribbean P ' FL 33610-4115 Lot/Block: 057- Subdivision: Atlantic Beach Address: 1895 Atlantic Beach Dr., . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 63 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+�T,11125011290 eal# Truss Name Date No. Seal# Truss Name Date 1 CJ01 11/14/17 118 1712501307 l 705 11/14/17_ 12 1 T12501291 1 CJ02 111/14/17119 1 T1 2501 308 1 T06 111/14/17 13 1 T12501292 1 CJ03 111/14/17120 1 T1 2501 309 1 T07 111114117 14 1 T12501293 J EJ05 111/14/17 121 I T125013101 T08 111/14/17 15 1 T12501294 1 F01 111/14/17 122 1 T12501311 1 T09 111/14/171 16 1 T125012951 F02 111/14/17 123 1 T12501312 I T10 11/14/17 7 IT12501296IF03 111/14/17124 1T12501313]T11 11/14/17 18 1 T12501297 I F04 111/14/17125 1 T12501314 I T12 111/14/17 19 1 T12501298 1 F06 111/14/17126 1 T12501315 I T13 111/14/17 110 I T12501299 I F07 111/14/17127 , 1 T12501316 I T14 111/14/17 111 I T125013001 F08 111/14/17128 1 T12501317 I T15 111/14/17 112 1 T1 2501301 1 F09 111/14/17129 1 T12501318 I T16 111/14/17 113 1 T125013021 F10 111/14/17130 1 T125013191 T17 111/14/17 114 1 T1 25013031 FG01 111/14/17131 1 T1 2501 320 1 T18 111/14/17 115 1 T12501304 I T02 111/14/17132 1 T12501321 1 T19 111/14/17 116 I T12501305 I T03 11/14/17133 1 T12501322 I T20 111/14/17 17 I T12501306 I T04 111/14/17134 1 T12501323 T21 1 11/14/17 ,�111111111111/I The uss s)referenced ve have prepared by USA,Inc Gunder my direct supervision on based onithe parameterMiTek `` �\G�pECLE N..4,jq�!/ provided by Building Component Supply. �•'' � SF ' O ' n Engineer's Name: Magid, Michael � 53681 Truss Desi 9 9 9 - * • 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 %13'. STATE O 441 411that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters 0��' -� 0 R t O P••\�'` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were iii s'S •••••••'•�1� ` firMiTek. rly � ' soIeomers 4 N A leeference purpurpose only,and was not taken into accontinthe preparation of these designs. MiTek has not independently verified the applicability of the design Michael S.Magid PE No.53681 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: November 14,2017 Magid, Michael 1 of 2 RE: 14622TO - Site Information: Customer Info: Toll Brothers Project Name: . Model: Davenport - Caribbean Lot/Block: 0578 Subdivision: Atlantic Beach Address: 1895 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. Seal# Tr iss_Name I Date 35 IT12501324IT22 111/14/17 136 I T12501325 I T23 111/1 4/1_7 J 137 I T12501326 I T24 111/14/171 138 IT12501327IT25 111/14/171 139 IT12501328IT26 111/14/17 140 IT12501329IT27 111/14/171 41 I T12501330 I T28 111/14/17] 142 I T12501331 T29 1 11/14/17 1 143 I T12501332 I T30 111/14/1_T] 144 I T12501333 I T31 111/14/171 45 I T12501334 I T32 111/14/171 146 IT12501335IT33 111/14/171 147 I T12501336 I T34 111/14/171 148 I T12501337 I T35 1 11/14/17 1 149 I T12501338 I T36 111/14/171 150 I T12501339 I T37 1 11/14/17 1 151 I T12501340 I T38 1 11/14/17 1 152 I T12501341 I T39 1 11/14/17 1 153 I T12501342 I T40 1 11/14/17 1 154 IT12501343 IT41 1 11/14/17JOFFICE COPY 155 1 T12501344 1 V01 111/14/1_T] 156 I T12501345 1 V02 111/14/171 157 1 T12501346 1 V03 1 11/14/17 1 158 I T1 2501 347 1 VO4 1 11/14/17 159 1 T12501348 1 V05 111/14/171 160 1 T1 2501 349 1 V06 111/14/17 161 1 T1 2501350 1 V07 111/14/171 162 1 T12501351 1 V08 111/14/171 163 1 T12501352 1 V09 1 11/14/17 1 2of2 f t Job Truss Truss Type City Ply T12501290 14622TO CJ01 Jack-Open 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:312017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-kbY08r_OwE6GRg019fajvNCDwCEBmRL9ykurE4yJKpA 1-6-12 1-6-12 2.83712— Scale=1:9.8 2 2x4 11 i 0 Iv 6 I 3 4 2x4 11 1-6-12 , 1-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rVa BCDL 10.0 Code FBC2014frP12007 Matrix-MR Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-12 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=56/0-5-8,2=40/Mechanical,3=16/Mechanical Max Horz 4=38(LC 12) Max Uplift 4=-13(LC 8),2=-28(LC 12),3=-3(LC 12) Max Gray 4=56(LC 1),2=40(LC 1),3=27(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with Milek(b connectors.this design Is Ixjsed 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 briding design. Bracing indicated Is to prevent budding of Individual tniss web and/or chord members orgy. Additional temporary and permanent bracing MiTek. Is always required fa stabltly and to prevent collapse with possible personal Miry and property dcxnage. For general guidance regarding the fab ricatlom storage,delivery,erection and bracing of trusses and it=systems.seeANSI/iPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informallon available from Truss Plate Institute.218 N.Lee Street.Stlte 312.Alexancift VA 22314. Tampa.FL 33610 f � Job Truss Truss Type Ory Ply 712501291 14622TO CJ02 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:32 2017 Page 1 I D:BeMAmGcpAocREjRHMO9SodyuBU 1-Cn6pLB_OhYE73pbVjM 5ySbIMecYE VubJBOdPmXyJKp9 1-6-12 1-6-12 2x4 I I 2 283 12 Scale=1:14.7 1 ,n 10 N N 4 3 2x4 II 1-6-12 1 6-12 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) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 Ma n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MR Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc pudins, 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. (Ib/size) 4=56/0-5-8,2=41/Mechanical,3=15/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-20(LC 8),2=-43(LC 12),3=-23(LC 12) Max Grav 4=63(LC 19),2=46(LC 17),3=37(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces S MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. Q WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1693/2015 BEFORE USE. Design valld for use only with Mllel<Qil connectors.Ibis design is txrsed only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the upplicability of design parameters and properly Incorporate lhls design Into the overall building design. Bracing Indicated is to prevent buckling of indtvkiuxA truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for slabillty and to prevent collapse with posstAe personal inhxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TPI l Quality Criteria,DSS-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiabie from Truss Plate knsMute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 f 1 Job Truss Truss Type City Ply T12501292 14622TO CJ03 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:32 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-Cr16pLB_OhYE73pbVjM5ySbIL6cXEVubJBOdPmXyJKp9 3-6-12 3-6-12 2.83 F12 Scale=1:14.5 2 i Io 2x4 II 1 N O N YN 3 4 2x4 I 3-6-12 3-6-12 Plate Offsets(X,Y)-- [4:0-2-0,0-1-41 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:12 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=134/0-5-8,2=95/Mechanical,3=39/Mechanical Max Harz 4=72(LC 12) Max Uplift 4=-32(LC 8),2=-64(LC 8) Max Grav 4=134(LC 1),2=95(LC 1),3=65(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=24ft eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UN-7473 rev.l aW,2015 BEFORE USE Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verity the apr�licabuity or design parameters and property Incorporate sink design into the overall � building design. Bracing indicated Is to prevent buckling of indtvkivat truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posst�le persoral Injury arid properly darnage. For general x:e gukkrrewxding the faltrk:atkxi,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quality criteria,DSB-89 and SCSI Building Component s 6904 Parke East Blvd. Safely trNormatlon avallc"e from Truss Plate Institute,218 N.Lee Street,Suite 31'2,Alexandria VA 22314. Tampa.FL 33610 ��, r , Job Truss Truss Type Oty Ply T12501293I 14622TO EJ05 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:33 2017 Page 1 ID:8eMAmGcpAocREjRHMo9SodyuBU t-g_gBYX?eSrM_gzAhH4cB_oHV3OrLE LrS02NylzyJKp8 5-4.8 5-4-8 Scale=1:14.5 2 4.00 F12 7 N N O N 1 3 3x6 11 3x4= 5-4-8 5-4-8 Plate Offsets(X Y)-- [1:0-0-0,0-1-51,[1:0-1-10,0-6-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 3-6 >610 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:18 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=141/Mechanical,3=71/Mechanical,1=213/0-5-8 Max Horz 1=73(LC 12) Max Uplift 2=-74(LC 12),1=-40(LC 12) Max Grav 2=141(LC 1),3=95(LC 3),1=213(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)2,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Va-Hy deefge parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the c"AlcabllN of design parameters and property Incorporate this design Into the overall building design. Bracing Indk;aled 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 inlay and property darnage. For general gUldvae regcxdrxa Ire fatxk:atkin,storage,delivery,erection and bracing of trusses and truss systems,speANSi/TPI I Qualty Criteria,DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alerrancift VA 22314. Tampa,FL 33610 i r Job Truss Truss Type Qty Ply 712507294 W22TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:34 2017 Page 1 I D:BeMAmGcpAocREjRHM09SodyuBU 1-8AEZmtOGD9Url7ltgn7QXOgkoPFJzoXbfi6VqPyJ Kp7 0-48 0--8 Scale=1:33.5 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 36 0 .r ,a . I... .... - 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 2-10-12 1 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 20 2-0 1-6 12 1 4-0 1-4-0 1-4-04-0 1-4-0 1-40 1-4-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-4 Plate Offsets(X,Y)-- [33:0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 rVa n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight:91 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(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(fiat) REACTIONS. All bearings 20-2-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)34,18,33,32,31,30,29,27,26,25,24,23,22,21,20, 19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Varity design parameter and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MI-7473 rev.fay WIS BEFORE USE Design valid for use only with MiTek s,O connectors.This design Is based only upon parameters shown,and Is for an lndK4dual 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. Brach indicated Is to prevent buckling of indhkh,"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 I1My and property damage. For general guidance regarding ttre fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPlf Quality Cr Lala,DSB-89 and SCSI BuYdng Component 6904 Parke East Blvd. Sdety Intormallon available from Truss Plate ksittute,218 N.Lee Street.Suite 312.Alexandrla.VA 22314. Tampa.FL 33610 r , Job Truss Truss Type City Ply 712501295 14622TO F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:35 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU1-dMoxzDty_TciwHK30Vff4DNiSpOpi5RItMs3NsyJKp6 0-1-8 H1�a o 2-a� a�a8� 0-1 ScA?e=1:3x.1 3x6= 4x6= 1.5x3= 1.5x3= 1.5x3 11 4x6= 4x6-3x6 FP= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 26 24 0 25 'T 22 21 20 19 18 17 16 15 13 12 4x6= 3x8 MT20HS FP= 4x6= 4x6= 4x6= 5x6= 1.5x3 11 10.2.4 11-3 0 17-9-0 17-1;()-8 20-2-0 10-2-4 1-0-12 6-6.0 0 -8 2-3-8 Plate Offsets()IY)— [1:Edge 0-1-81 [10:0-2-12 Edge] [11:0-1.8 Edge],[18:0-1-8,Edge],[25:0-1-8,0-0-41,126:0-1-8,G-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.27 18-20 >786 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.42 18-20 >502 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-19:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23--814/0-3-0,14=2421/0-5-8 Max Grav 23=825(LC 3),14=2421(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-822/0,1-2=-823/0,2-3=-1954/0,3-4=-2539/0,4-5=-2286/300,5-6=-2286/300, 6-7=-2286/300,7-8=-796/1061,8-10=0/1712,10-11=0/1256 BOT CHORD 21-22-0/1538,20-21=0/2365,18-20=0/2608,17-18=-300/2286,16-17=-736/1514, 15-16=-1362/126,14-15=-212210,13-14=-2134/0 WEBS 10-14=2370/0,1-22=0/1061,2-22=-995/0,2-21=0/578,3-21=572/10,4-18=-723/2, 5-18=-35/274,10-15=0/1465,8-15=-1361/0,8-16=0/952,7-16=-1023/0,7-17=0/1259, 6-17=-571/0,11-13=-1707/0,10-13=0/1446 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(lb) Vert:11=-1058 2)Dead:Lumber Increase--1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:112-23=10,1-11-100 Concentrated Loads Qb) Vert:11=-1058 Q WARNING-Verify design pen peters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 nv.1603/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly IncorT�orate this design into the overall 10 I, building design. Bracing Indicated Is to prevent buckling of individual truss web ani/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Ir*ry arxi property damage. For general guidance regarding the fabrication,storage,deRvery,erection and bracing of trusses and truss systems,seeANS1/Ml Cully Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. li Safely Information available from Tmiss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r , Job Truss Truss Type Qty1 Ply T12501295'' 14622TO F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:35 2017 Page 2 1 D:BeMAmGcpAocREjRHM09SodyuBU 1-dMoxzD 1 v_TciwHK30Vff4DNiSpOpi5RltMs3NsyJKp6 LOAD CASE(S) Standard 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-100,10-11.20 Concentrated Loads Ob) Vert:11.1058 4)2nd Dead+Floor Live(unbalanced):Lumber Increase--1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-23=1 0,1-10=20,10-11=-100 Concentrated Loads Ob) Vert:11=-1058 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-100,10-11=-20 Concentrated Loads(lb) Vert:11=-1058 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-23=-10,1-10=-20,10-11=-100 Concentrated Loads(ib) Vert:11=-1058 7)1 st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads Ob) Vert:11=-1058 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-5=-20,5-10=-100,10-11=-20 Concentrated Loads(lb) Vert:11=-1058 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-6=-1 00,6-10=-20,10-11=-100 Concentrated Loads Ob) Vert:11=-1058 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-1 0,1-5=-20,5-10=-100,10-11=-20 Concentrated Loads(lb) Vert:11.1058 Q WARNWG-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11.7473 rev.10103/2015 BEFORE USE Design valid for use only with Mllek b connectors.This design Is based only upon parameters shown,and Is for an Individual building c:omr onent not a truss system.Before use,the building designer must verify the apt Aicabiity of design parameters and properly Incorporate this design Into the overall Wilding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Addtfonai lemporary and permanent bracing MiTek' m always required for stability and to prevent collapse with possible personal Injury and property damage. For general grid nce regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avatlabie from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria,VA 22314. Tampa,FL 33610 L f 1 Job Truss Truss Type City Ply T12501296 14622TO F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:36 2017 Page 1 I D:BeMAmGcpAocREjRHM09SodyuBU t-5ZMJ BZt XlmkZXRvGyCAucRvv5DjDRXqu60bcvlyJKp5 0.1-8 0 H�� tom—i ScAi e=1:34.1 4x6= 4x6= 1.5x3= 4x6= 1.5x3 11 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 i 24 0 q 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-8-0 16-2-0 18-8-0 20-2-0 1 .6 2-6-0 2 6-0 7-2-0 2-6 0 2 6-0 16.0 Plate Offsets(X,Y)-- [1:Edge 0-1-81 [11:0.1-8 Edge] [16:0-1-8 Edge] 117:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Ven(LL) -0.37 16-17 >653 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.57 16-17 >418 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 HOrz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014[TP12007 Matrix-S I Weight:103 Ib FT 20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-19,15-16. REACTIONS. (Ib/size) 22=1089/0-3-0,12=108910-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1084/0,11-12=-1084/0,1-2=-1119/0,2-3=-2807/0,3-4=-3892/0,4-5=-4473/0, 5-6=-447310,6-7=-447310,7-8=-3892/0,8-10=-2807/0,10-11=-1119/0 BOT CHORD 20-21=0/2110,19-20=0/3478,17-19=0/4278,16-17=0/4473,15-16=0/4278,14-15=0/3478, 13-14=0/2110 WEBS 11-13=0/1445,1-21=0/1445,10-13=-1379/0,2-21=-1379/0,10-14--0/969,2-20=0/969, 8-14=-933/0,3-20=933/0,8-15=0/575,3-19-0/575,7-15=-538/0,4-19=-538/0, 7-16=-145/635,4-17=-145/635,5-17=-302/14,6-16=-302/14 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING-Verity deign,...and READ NOTES ON 1113 AND 10CLUDED Illi REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valld for use only with MITeW connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall wit builIs always required for stabs�and to prevent collapse with g indicated Is to prevent bucIdIng of Indtvidual truss web and/or chard members possble personal injury and property damage.only. or general g temporary ulda ce reegand rpermanent bracing MiTek' fotxicatlan,storage,deRvery.erection and bracing of trusses and tr rss systems,seeANSi/TRI Cully Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Informalon available from Trim Plate Institute,218 N.Lee Street.Suite 312,Nexadrla,VA 22314. Tampa,FL 33610 r , Job Truss Truss Type Qty Ply 712501297 14622TO F04 GABLE 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:36 2017 Page 1 ID:8eMAmGcpAocREj RHM09SodyuBU 1-5ZMJBZI XlmkZXRvGyCAucRv_QDrOReju60bcvlyJKp6 0-1-8 H1-3-0 —I 1-8-0� Scale=1:24.3 3x4= 3x4= 3x4 11 13x4— 2 3 4 5 6 7 8 9 10 11 1 1 22 21 20 1 Ram A 3x4= 3x4= 3x4= 3x4 11 6-8-0 7-4-0 8-0-0 8-8-8 __1V -4-0 1 2-8-0 2 0 4-0-0 4-8-0 5-4-0 6-0-8 6.7-8 7-0. 7- -8 6 9-40 10.8-0 12-0-0 13.2-0 1 0 148-0 1 4-0 0.2 1.2-0 0--0 1-3-0 0-8-0 � 0-8-0 0-8-8 0-7-0 8 0- -8 0 -B 0.7-8 14-0 14-0 1-2-0 0.2-0 1-40 0.0-8 0-3-8 0.7-8 0.8-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge1.[4:0-1-8,Edge],[20:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 21 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.05 21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 HOrz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:71 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-9-0 except Qt=length)23=0-3-0. (Ib)- Max Grav All reactions 250 Ib or less at joints)12,13,14,15,16,17,18 except 23=322(LC 1),19=268(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-325/0,2-3=-390/0,3-4=-390/0 BOT CHORD 21-22=0/390,20-21=0/390 WEBS 1-22=0/303,4-19=-357/0,4-20=0/519 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable studs spaced at 1-4-0 oc. 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. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is based only upon pararnelers shown,and is for oA)individool Wilding component,not a truss system.Before use,the building designer must verify the aWIccblity of design parameters and properly Incorrxxale this design Into the overall tiding design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Adclllonal temporary and permanent bracing MiTek Is always reyulred for slabilty and to prevent colk>pse with possible personal Injury and property damage. For general guidance regarding the fat*icatlm storage-delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I QLKdity Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Sdety Irlormakm available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria,VA 22314. Tempe,FL 33610 f � Job Truss Truss Type Qty Ply 712501298 W22TO F06 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:37 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-ZlwiOv29W 4sQ9bUSW vh79eSFddG3A7Q2LgLARkyJKp4 0-1-8 3x4= 1.5x3 II 1.5x3 11 H 1-3-0 2 �0-S3 4 M= Scale=1:9.4 9 1.5x3= O Y 3x4= 3x4= 8 7 6 5 3x4 11 30= 1-4-0 1 8 8 3-8-8 141-0 0 4 8 2-0-0 Plate Offsets(YY)-- [6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2(fiaf) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=184/0-3-8,5=190/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. A WARNING-VerW design paramefeis and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.laV3,2015 BEFORE USE. Design valid for use only with Mnek(fD connectors.Itds design Is Ixistad only upon f)nametets shown,and Is for an Individual building component not a truss system.Before use,the building designrm must verity 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 chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collalose with possible personal hJray and property damage. for general guidance regcxding the tabilcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Butiding Component 6904 Parke East Btvd. Srlefy IMorma6on available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tempa,FL 33610 I I Job Truss Truss Type Oty Ply T12501299 W22TO F07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:37 2017 Page 1 ID:SeMAmGcpAocREjRHM09SodyuBU1-ZlwiOv29W4s09bUSWvh79eSFzdH?A8G2LgLARkyJKp4 1 3x4= 2 1.5x3 11 3 1.5x3 11 4 3x4 11 Scale=1:9.4 9 1.5x3= G Y S 7 6 5 3x4= 3x4= 1.5x3 11 3x4 11 1.6-12 2-10-12 3.8-8 4 1-6-12 + 14-0 0 9 12 Plate Offsets(X,Y)-- 17:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 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 3-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A WARNMNO-VMIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 rev.10103/1015 BEFORE USE. Design valid for use only with MllekO connectors.This design Is txtse.d only upon parameters shown.and is for cxr Irxdividual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Mis 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 fatrk:atkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Cuallty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Insitfute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r , Job Truss Truss Type Qty Ply 7125013001 14622TO F08 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:38 2017 Page 1 g ID:8eMAmGcpAocREjRHM09SodyuBU1-1 xT4cF3nH0_Hnk3e3dCMhs?OM1 d7vb4BZK4jzAyJKp3 t� 1 3x6= 2 3x4 11 Scale=1:9.5 4 3 3x4= 3x6= 1.10-0 1-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Ven(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Mattix-P Weight:14 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-10-0 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) 4=87/1-10-0,3=87/1-10-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1&03WI5 BEFORE USE. Design valid for use only with MlfekO connectors.This design IS LXIsed only upon parameters shown,and Is for an Individual Lauding ccA riPonent,not a truss system.Before use,the bWiding designer must verity the applicat�plty of design parameters and properly incorporate this design Into the overall bLAding design. Bracing indicated Is to prevent buckling of Individual imss web and/or chord members only.Additional temporary cxid permanent tracing M rek* Is always rec**ed for sta"Ity and to prevent collapse with poabie personal k*jry and property damage,. For general guidance regcmdIng the fabrication,storage,delivery,erection and bracing of trusses and tnss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormallon avalic"o from Truss Plate hutthute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tarrpa,FL 33610 Job Truss Truss Type r ,Ory Ply 7125013011 1462270 F09 Floor 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:39 2017 Page 1 ID:BeMAmGcpAOCREjRHM09SodyuBU1-V71 Spa4P2h680udrdKjbE3XOv0kheuSKozgGWdyJKp2 111-30 —i 1612 r � Scale=1:33.1 5x6= 4x6= 4x6= 1.5x3 II 1.5x3 II 34 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 it 23 O q 22 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-3-12 15-9-12 18-3-12 19-9-12 1 6-0 2-6 0 2 6 0 6-9-12 2-6-0 2 6-0 1_&O Plate Offsets(X,Y)-- 11:Edge 0-1-8] [11:0-1-8 Edge] [12:Edge 0-1-81 [16:0-1-8 Edge] 117:0-1-8 Edge],122:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.34 16-17 >683 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.54 16-17 >436 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.70 HOTz(TL) 0.09 12 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=1079/Mechanical,12=2124/Mechanical FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-22=-1072/0,11-12=-2119/0,1-2=-1099/0,2-3=-2757/0,3-4=-3807/0,4-5=-4349/0, 5-6=-4349/0,6-7=-4349/0,7-8=-3827/0,8-10=-2789/0,10-11=-1147/0 BOT CHORD 20-21=0/2078,19-20=0/3409,17-19=0/4179,16-17=0/4349,15-16=0/4190,14-15=0/3436, 13-14=0/2115 WEBS 11-13--0/1410,1-21--0/1463,10-13=-1346/0,2-21=-1361/0,10-14--0/937,2-20=0/944, 8-14=-900/0,3-20=-908/0,8-15=0/544,3-19=0/553,7-15=-506/0,4-19=-517/0, 7-16=-171/563,4-17=-155/579,5-17=-269/27,6-16=-263/33 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(lb) Vert:11=-1058 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE X7473 rev.10/0312015 BEFORE USE. Design valid for use only with MnekO connectors.Ihis design Is txued only upon prsamelers shown,and Is for an Individual t.,ullillnil cd.vnponent,not a truss system.Before use,the building designer must verify the appticci ltty of design parameters and properly Incorlxxale this design Into the overall Nit buldi ng design. Bracing Indicated Is to prevent buckling of Ir dMclual truss web and/or chord members only. Addltioncl tempdxary and pwnnanent txackng M(Te k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidcxice regord ing the fabricatlorx storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/TPI I Quality Ciltaria,OSB-09 and BCSI Building Component 6904 Parke East Blvd. SaWy Information avclable from Truss Plate Instihrte.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply T12501302j 14622TO F10 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:39 2017 Page 1 ID:89MAmGcpAocREjRHM09SodyuBU1-V71 Spa4P2h68OudrdKjbE3XaQQyUe2mKozgGWdyJKp2 Scale=1:33.0 3x6= 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 ccq��T 35 a i 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 II 3x4= 3x6 FP= 3x4 II 11-12 2-10-12 1 2-12 5-6-12 6-10.12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 16-2-12 17-6-12 , 18-10.12 ,19-9-12, 1-6-12 1-4-0 1-4-0 1-4-0 1-40 1-4-0 11_ 1-4-0 1-4-0 1-4-0 1-4-0 1 4-0 1-4-0 1-4-0 0-it-0 Plate Offsets(X,Y)-- [33:0-1-8,Edge1,[34:Edge,0-1-81 LOADING(Psf) SPACING- 2-0-0 CSI. DEFL in floc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 rVa rVa BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight:90 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-9-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)34,18,33,32,30,29,28,27,26,25,24,23,22,21,20, 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. 0 WARNING-lIeNly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekP connectors.This design is txi—i only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the apf Alc<rbility of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent bucidi ng of Individual truss web and/or chord members only. Atlalllonal temporary and permanent bracing M iTe k Is always required for sta Ally and to prevent collapse with passible personal tnpay and property damage. for general guidance regarding the fabricalkn,storage,delivery,erection and trading of trusses and tiles systems,seeANSI/IPI I Quality Cruerlo,DSB-89 arid BCSI BuNdUp Component 6904 Parke East Blvd. Solely Information avalabie from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexanci t VA 22314. Tampa,FL 33610 t , Job Truss Truss Type Qty Pty T12501303 14622TO FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:40 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU1-zKbgOw5lp?E?02C1B2EgnH4hHg9aNKSU1dZq23yJKpt 3-7-12 7-1-12 10.7-12 14-3-8 3-7-12 3-6-0 3-6-0 3-7-12 Scale:1/2'=1' 2x4 11 4x5= 5x6= 1 5x6= 2 4x5= 3 4 5 i 9 8 it 12 7 13 3x4 II 5x6= 4x10= THD46 THD46 5x6— THD46 3x4 ii 3-7-12 7-1-12 10-7-12 143-8 3-7-12 3-6-0 3-6.0 3-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.19 7-8 >873 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.01 6 rVa n/a BCDL 5.0 Code FBC2014lTP12007 Matrix-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP 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) 10=915/0-4-8,6=1166/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=813/0,1-2=-2505/0,2-3=-3663/013-4=-3663/014-5=-3144/0,5-6=-985/0 BOT CHORD 8-9=0/2505,7-8=0/3144,6-7=0/261 WEBS 1-9=0/2390,2-9=-672/0,2-8=0/1201,3-8=-336/0,4-8=0/538,4-7=-474/0,5-7=0/2990 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. 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP THD46(With 16d nails into Girder&1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-10-12 from the left end to 12-1-12 to connect truss(es)to front face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase--1.00,Plate Increase=1.00 Uniform Loads(pill Vert:1-5=-100,6-10=-10 Concentrated Loads(lb) Vert:11=-180(F)12=-180(F)13=180(F) 0 WARN/VG-Vorlly dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.111931015 BEFORE USE. Design valid for use only with MllekG cone-.tors.Ibis design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indK4dud truss web and/or chord members only.Additional temporary aund permanent bracing MiTek• Is always required for stability and to prevent collapse with possItAe personal Injury and property damage. For general guidance regarding the fabdcatbn.storage-delivery,erection and bracing of trusses and buss systems,seeANSi/1PIt Qudity Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomwlon available from Truss Plate Inslfrde,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 t , Job Truss Truss Type Ory Ply T12501304 14622TO T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:412 17 Page 1 I D:BeMAmGcpAocREj RHM09SodyuBU 1-RW9CEG5faJMseCnD1113JUdsgEY76xAdGHJNaVyJKpO 6.5-8 12-11-0 6-5-8 6-5.8 5x6_ Scale=1:28.0 2 7.00 12 13 12 14 11 3 1 Li Ia 4 3x8 11 2114 11 axe II 6-5-8 12-11-0 6-5-8 6-5-8 Plate Offsets(X,Y)— [1:0-0-0,0-0-11,[1:0-0-1,0-4-1],[1:0-3-8,Edge),[3:0-0-0,0-0-11,[3:0-0-1,0-4-1],[3:0-3-8,Edge) LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.10 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:49 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=517/0-5-8,3=517/0-5-8 Max Horz 1=-107(LC 10) Max Uplift 1=-136(LC 12),3=-1 36(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-637/236,2-3=-637/236 BOT CHORD 1-4=-95/478,3-4=-95/478 WEBS 2-4=0/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 9-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 Ib uplift at joint 1 and 136 Ib uplift at joint 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 shestrock be applied directly to the bottom chord. 0 WARNAVG-Vai/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design vdld for use only with Mliek6 connectors.[his design Is lxtsed only i[,on rano nneters shown,and is kx an Individual lxlNding ,mponent,not a irks system.Before use,the bullring designer must verity the applicability of design Parameters and properly It corp«ate this design Into the overall MR fxAUrng design. Bracing I clicated Is to prevent buckling of Individual truss web and/«chord members only. Addtfond temporary and permanent bracing MiTek• IS always required f«stability and to prevent collapse with possible personal Inh1ry anal property dcxnage. For general g/dax:e reg«ding the fabricatiorx storage,delivery erection and bracing of trusses and truss systems,se:eANSI/TP1I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Tris Plate Institute,218 N.Lee Street,Suite 312.Alexa cirla,VA 22314. Tampa,FL 33610 Job Truss Truss Type OtyPly T12501305 14622TO T03 Roof Special Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:42 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU 1-vijbRc6l LcUiGMMOITH isi9l oev?rlanUx2w6yyJKp? 6-5-8 7-5-15 13-10.10 20-5-0__ 6-5-8 1-0-7 6-4-11 6.6-6 Scale=1:35.9 5x6= 2 3 7x6 7.00 12 4 3x4 3.00 L12 5 6 29 7 28 8 9 19 10 20 1 11 Ia 18 17 3x4-Z�- 46= 3x8 11 6x6— 16 15 14 13 12 6-5-87-5 15 12-9-0 13 10 10 20-5-0 6-5-8 1-07 5-3.1 1-1-10 '1 6-6.6 Plate Offsets(X,Y)-- [1:0-0-0,0-0-1],[1:0-41,0-4-1],[1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 18-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.10 18-27 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 HOrz(fL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:96 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 JOINTS 1 Brace at Jt(s):20 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. All bearings 7-11-8 except Qt=length)1=0-5-8,16=0-3-8. (lb)- Max Horz 1=-11 O(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)11 except 1=-136(LC 12),14=-1 49(LC 9),13=-132(LC 22),12=-135(LC 9),15=-1 63(LC 12) Max Grav All reactions 250 lb or less at joint(s)11,13,11 except 1=520(LC 1), 14=338(LC 22),12=329(LC 22),15=347(LC 1),16=250(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-644/213,2-3=-553/248,3-4=-545/220 BOT CHORD 1-18=-85/500,17-18=-85/500,16-17=-81/498,15-16=-81/498 WEBS 2-18=-45/252,8-14=-251/155,4-19=-627/164,19-20=-660/183,20-21=-636/170, 15-21=-714/212 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=25ff;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 7-5-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Alr plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11,11 except Qt=1b)1=136,14=149,13=132,12=135,15=163. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design Peramefws and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.1Ns design Is Lased only upon parameters shown,and Is for on indhAduol building component,not a truss system.Before use,the building designer must verify the aWicabitity of design paameters and properly incorr orate this design Into the overall "ding design. Bracing Indicated Is to prevent buckling of lndMduxi truss web and/or chord members only. Addtkxlal temporary and permanent brack,g MiTek• is always regalred for sfc tAfty and to prevent collapse wfth possble personal hW arxi property damage. For general grid<rrc:e regarding the fabrication,storage,delivery,erection and bracing of misses and(tris systems,see.ANSI/TPI I Cudty Criteria,DSB-89 and SCSI Bulkling Component 6904 Parke East Bbd. Safety Information available from Taus Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 r Job Truss Truss TypeOty Ply 14622TO T04 Roof Special 4 1 712501306 Job Reference optional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:43 2017 Page 1 ID:89MAmGcpAocREjRHM09SodyuBU 1-OvHzfy7w5wcZtWxcsAoXOvi9F2DuarnwjboUtOyJKp_ 6-5-8 7-5 15 12-8.4 20-5-0 6-5-8 1-0-7 5-2-5 7-8-12 Scale=1:34.4 5x6= 2 _ 3 3x6 7.00 F12 3.00 12 2x4 II 15 4 14 1s 1 s [a 7 3x8 II sxs= 6 2X II 4x5= 3xB II 6-5-8 12-8-4 20-5-0 6-5-8 6-2-12 7-8-12 Plate Offsets(X,Y)-- [1:0-0-0,0-0-1],_1:0-0-1,0-4-1],[1:0-3-8,Edge],[5:0-0-0,0-1-13],[5:0.2-13,0-9-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.24 6-13 >384 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.19 6-13 >487 180 BCLL 0.0 ' Rep Stress incr YES WB 0.10 Horz(TL) 0.02 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:75 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 N0.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 6=660/0-5-8,1=567/0-5-8,5=407/0-5-0 Max Harz 1=-11O(LC 10) Max Uplift 6=-381(LC 9),1=-127(LC 12),5=-181(LC 12) Max Grav 6=677(LC 22),1=567(LC 1),5=407(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-718/159,2-3=-564/157,3-4=-626/168,4-5=-622/90 BOT CHORD 1-7=-43/5831 6-7=-431583,5-6.43/583 WEBS 4-6=493/318 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 7-5-15 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except Qt=1b) 6=381.1=127,5=181. 6)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design Pam wfera and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev.1aV32015 BEFORE USE Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Adaltkxdi temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormalton avalable,from Truss Plate"tute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712501307 14622TO T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:43 2017 Pagel I D:8eMAmGcpAocREjRHM09SodyuBU t-OvHzfy7w5wcZtW xcsAoXOvi5c2C6aidwjboUfOyJKp_ 2-1-14 6.3-8 7 3-15 14-6-12 20-3-0 2-1-14 4-1-10 1-0-7 7-2-13 5-8-4 Scale=1:37.7 5x6= 4 5 3x6` 3.00[12 7.00 Fl2 2x4 11 4x6= 12 6x8= 2x4 11 1 6 7 3x5 G �� 13 LLJ V, N 11 10 9 8 3x4 11 6x6— 3x4 4x5= 6-3-8 12-6-4 20-3-0 6-3-8 6-2-12 7-8-12 Plate Offsets(X Y)-- [3:0-2-4,0-1-81,[6:0-4-12,0-3-01,[11:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.19 8-9 >500 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:88 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 REACTIONS. (Ib/size) 11=605/0-3-8,8=497/0-5-0,9=495/0-5-8 Max Horz 11=-69(LC 10) Max Uplift 11=-1 69(LC 12),8=-174(LC 9),9=-1 48(LC 9) Max Grav 11=605(LC 1),8=497(LC 1),9=509(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-11=-524/225,2-3=-851/287,2-4=-720/251,4-5=-528/223,5-6=-697/251 BOT CHORD 10-11=-195/614,9-10=-195/614,8-9=-439/1048 WEBS 6-8=-1017/451,6-9=-561/358 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=241t;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 2-2-5,Interior(1)2-2-5 to 6-3-8,Exterior(2)6-3-8 to 7-3-15,Interior(1)14-6-12 to 20-1-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except Qt=1b) 11=169,8=174,9=148. 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. 8)Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. A WARNING-Verily 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 MITeka 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 chard members only. Additional temporary and permanent bracing M[Te k Is always required for stability and To prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of mines and truss systems,seeANSt/TPI l nuatty Criteria,11368-09 and SCSI Building Component 6904 Parke East Bivd. Safety Itdormallon available from Truss Plate Institute,218 N.Lee Street,Sudte 312.Alexandria VA 22314. Tampa,PL 33610 Job Truss Truss Type r r Ory Ply 712501308 W22TO T06 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:45 2017 Page 1 I D:BeMAmGcpAocREjR HM09SodyuBU1-KHPj4e8AdXtH7p5_bq?UKnbAr?x21DDBvHbiHyJKoy 18-1-0 18-1-0 1 6.00 F12 14 Scale=1:49.7 X13 12 11 to sxs� I 8 7 I 6 5 294 i 4x5 3 2 1 i 36 II 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 18-1-0 18-1-0 Plate Offsets(X,Y)-- [1:0-2-5,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S Weight:159 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 15-16,14-17 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. All bearings 18-1-0. (lb)- Max Horz 1=381(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)16,1,17,18,19,20,21,22,23,24,25,26,27 except 28=147(LC 12) Max Grav All reactions 250 Ib or less at joint(s)16,1,17,18,19,20,21,22,23,24,25,26,27,28 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-659/214,3-4=-532/169,4-5=-505/161,5-6=-459/144,6-7=41611129,7-8=-375/115, 8-9=-3331101,9-10=-289/86 WEBS 3-28=-130/321 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 17-11-4 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 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16,1,17,18,19, 20,21,22,23,24,25,26,27 except(jt=1b)28=147. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.141=2015 BEFORE USE. Design valid for use only wltti MITek�conrnec:tors.111is design is Lxlsed only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the oppllcablity of design parameters and properly Incorporate this design Into the overall briding design. Brachy indicated Is to prevent budding of Individual truss web and/or chord members only. Addltkxnd temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxicatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaWy Intormallon avaliable from Truss Plate InsBtufe,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t , City Ply 712501309 14622TO T07 Roof Special 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:46 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU t-oUy5H_9o0r?8kzgBXl LEOYKibFFAnOKMPZ08EjyJKox 6-8-0 13-4-0 6-8-0 68-0 Scale=1:52.5 4x5 i 3 6.00 F12 8 2x4 11 2 7 4x5 i 1 aj 6 5 9 4 2x4 11 4x10= 2x4 11 6-8-0 13-4-0 68.0 6-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.15 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:93 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 1 Row at midpt 3-4 REACTIONS. (Ib/size) 4=522/Mechanical,6=522/Mechanical Max Horz 6=267(LC 12) Max Uplift 4=-257(LC 12),6=-17(LC 12) Max Grav 4=620(LC 17),6=522(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-468/17,2-3=-500/199,3-4=-484/362,1-6=-461/92 BOT CHORD 5-6=-335/189 WEBS 2_5=450/345,3-5=-375/631,1-5=0/317 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 13-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)6 except Qt=lb) 4=257. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNNVG-yeMydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.769,1015 BEFORE USE Design vaild for use only wilh Mllekb connectors.lhis design Is based only upon parameters shown,and is for an Individual bulldiny component,not a foes system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall b/ding design. Bracing Indicated Is to prevent buckling of Individual trras web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pensaal hW and property damage. f-or general gudax:e regcxcinxg the fabrication storage,delivery,erection and bracing of fusses and turas systems,seeMSI/TMl Guaft Cr#wlo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormaBon available from Trus Plate Institute,218 N.Lee Street Suite 312 Alexadrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type r City Ply I 712501310 14622TO T08 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:47 2017 Page 1 ID:SeMAmGcpAocREjRHM09SodyuBU1-GgWUUKA0997?M7FN5OsTZ1tlgfVDWS1 WeDmhn9yJKow 3-5 11 5-10-8 12-9-0 3 5-11 2-4-13 610-8 6x6 11 Scale=1:26.5 7.00 F12 3 3.00112 6x6= i 4x5= 4x5 ZZ 4 i qq zz m d, Lb N N 9 7 10 b it 12 13 8 JUS24 4x5=JUS24 7x10— JUS24 JUS24 JUS24 5 4x5 11 JUS24 5x10 MT20HS= 3-5-115-1 8 12-9-0 35-11 2-4-13 610 8 Plate Offsets(X,Y)-- [1:0-2-0 0-2-0] [3:0-2-0,0-2-121,[4:0-2-0,0-2-0],[5:Edge,0-2-4],[6:0-5-0,0-4-8],[7:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.10 5-0 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.25 5-6 >604 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 HOrz(fL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:84 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. WEBS 2x4 SP No.3'Except* 4-5:2x6 SP No.2 REACTIONS. (lb/size) 8=1858/0-3-8,5=2146/0-5-8 Max Harz 8=-44(LC 6) Max Uplift 8=-237(LC 5),5=-224(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1552/232,1-2=-1977/222,2-3=-2186/246,3-4=-2044/22114-5=-1219/207 BOT CHORD 6-7=-207/2042,5-6=-53/311 WEBS 1-7=-261/2398,2-7=-1058/163,2-6=-258/52,3-6=-34/1329,4-6=-131/1706 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=45tt;L=24ft;eave=4ft;Cat. Il;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8=237,5=224. 8)Use USP JUS24(With 1O nails into Girder&1O nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 11-10-12 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-8=-20 Concentrated Loads Ob) Vert:6=-502(F)9=-502(F)10=-502(F)11=-502(F)12=-502(F)13=-505(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mr-7473 rev.1010312015 BEFORE USE. Design valld for use only with MilekG connectors.this design Is only upon parameters shown,and Is for an individual Wilding cumt,onent,not a truss system.Before use,the building designer must verify the apt-licablilly of design parameters and property IncorWrate this design into the overall building design. Bracing indicated Is to prevent budding of Individual it=web and/or chord members only. Addtk>naI temporary and permanent txacing MiTek' Is always required for statAlly and to prevent cdlapse wilh possUe personal Injury and property darnage. For general guidance regarding the fdxlcalbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMormallon available from Truss Plate Instfhde.218 N.Lee Street Suite 312,Alexandria,VA 22314, Tarrpa,FL 33610 1 1 Job Truss Truss Type Qty Ply T12501311 14622TO T09 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:47 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBUI-GgW UUKAQ997?M7FN5OsTZltsxfb_WSOWeDmhn9yJKow 6-10-8 13-9-0 6-10-8 6-10-8 Scale=1:52.5 4x5 3 6.00 F12 8 2x4 2 7 4x5-5- 1 1 6 5 9 4 20 11 4x10= 2x4 11 6-10-8 13-9-0 6-10-8 6.10-8 Plate Offsets(X,Y)-- [1:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.17 4-5 >964 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:94 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 WEBS 1 Row at midpt 3-4 REACTIONS. (Ib/size) 4=538/Mechanical,6=538/0-5-8 Max Horz 6=276(LC 12) Max Uplift 4=-259(LC 12),6=-24(LC 12) Max Gray 4=639(LC 17),6=538(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-504/21,2-3=-537/207,3-4=-498/36211-6=-476/99 BOT CHORD 5-6=-347/201 WEBS 2-5=-464/353,3-5=-381/668,1-5=0/333 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ff;B=45ff;L=24ft;save=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 13-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 4=259. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Vadfy daNgn par'emeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MfF 7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®conr K: fors.This design is txlsed only upon Parameters shown,and is for an Individual buffairlg com f,orlent,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 taus web and/or chord members only.Additional temporary and permanent bracing M[Te k Is always mquNed for stability arxf to prevent collapse with possible personal tlbxy and property damage. Forgeneral QuIclance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safely IMomralian avalabie from Teas Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Oty Ply T12501312 14622TO T10 Flat Girder 1 2 Job Reference o Ifonal Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:48 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-ks4sifB3wSFs_HpZfjNi5zPxp3rzFzFfttVFJbyJKov 5-1-12 10-1-12 15-1.12 20-3-8 5-1-12 5-0-0 5 o-0 5-1-12 4x5= 4x5= 2x4 11 6x6= 4x5= Scale=1:56.4 1 2 11 3 12 4 5 10 13 14 15 9 16 17 8 18 19 20 7 21 22 23 246 3x5 11 JUS24 JUS24 6X8= JUS24 4x10— JUS24 JUS24 54= JUS24 3x5 11 JUS24 JUS24 JUS24 JUS24 5-1-12 10-1-12 15-1-12 20.3-8 5-1-12 5-G-0 5 0 0 5-1-12 Plate Offsets(X,Y)-- [6:0-2-12,0-1-81,[7:0-3-0,0-2-121,[10:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.18 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) 0.01 6 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:373 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 6-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-10,5-6 REACTIONS. (Ib/size) 10=3147/0-3-8,6=3542/0-3-8 Max Uplift 10=-1 548(LC 4),6=-1736(LC 5) Max Grav 10=3286(LC 2),6=3691(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2866/1395,1-2=-1472/696,2-3=-1970/922,3-4=-1970/922,4-5=-1535/723, 5-6=-2904/1409 BOT CHORD 8-9=-706/1490,7-8=-732/1552 WEBS 1-9=-1471/3113,2-9=-1 1821636,2-8=-516/1005,3-8=-282/200,4-8=-472/896, 4-7=-1092/598,5-7=-1492/3171 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:2x4-1 row at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 10=1548,6=1736. 8)Use USP JUS24(With 1 Od nails into Girder&1 O nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 19-8-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-60,6-10=-20 7,1117ARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. gn valid for use only with Mitek&connectors.tris design Is Lxised only upon poramelem shown,and Is for an individual building component,not uss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate thisdesign Into the overall ding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary cm d permanent brachg MiTek" i is always rectulfed for stability and to prevent collapse with possible personal trftry and property damage. For general guidance regarding the fabrication,starage,delivery,erection and bracing of trusses and buss systems,seeANSI/TPI I Quality Criteria,DS11-69 and 8CS1 Building Component 6004 Parke East BW. Safety Intorma8on available Rom Truss Plate insflbrte,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 712501312 1462270 710 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:48 2017 Page 2 I D:BeMAmGcpAocREj RHMOgSodyuBU t-ks4sifB3wSFs_HpZfjNi5zPxp3rzFzFfttVFJbyJKov LOAD CASE(S) Standard Concentrated Loads(lb) Vert:8=-502(B)13=-502(8)15=-502(B)16=-502(B)17=-502(B)18=-502(B)20=-518(B)21=-518(B)23=-518(B)24=-524(8) Q WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473re,1010312015 BEFORE USE. Design valid for use only with MITekG connectors.lids design is based only upon parametersshown,and Is for an indiNdual 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 No* bolding 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 WA illty and to prevent collapse with possible personal"and property darnoge. For general guidarKx-reoarding the fabrication,storage,delivery,erection and tracing of trusses and huss systems,seeAN$1/,PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormallon available from Truss Plate Institule,218 N.Lee Street Suite 312 Alexancift VA 22314. Tampa,FL 33610 Job Truss Truss Type r • Qty Ply 712501313 14622TO T11 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:49 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-C3eEv7BhhmNjbROmDRvxeAy4CS8Q_QTp5XFor2yJ Kou 5-2-4 10 2-12 153 4 20-5$ 52-4 5 0 8 50-8 5-2-4 5x6= 4x5= 2x4 11 6x6= 5x6= Scale=1:59.9 1 2 11 3 12 4 5 10 13 14 15 16 9 17 18 8 19 20 7 21 22 23 6 3x5 11 THD46 8x10= THD46 7x10—_ THD46 THD468Xi0= THD46 3x5 11 THD46 THD46 THD46 THD46 THD46 5-2-4 10 2-12 153-4 20 5-8 52-4 50 8 50-8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-01,[5:0-3-0,0-2-01,[6:0-2-8,0-2-01,[7:0-&8,0-4-8),[8:0-5-0,0-4-81,[9:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Ven(TL) -0.17 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 6 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:451 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x6 SP No.2,1-9,5-7:2x4 SP No.2 WEBS T-Brace: 2x6 SP No.2-5-6 OTHERS 2x6 SP No.2 2x6 SP No.2-1-10 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131`x3°)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=2293/0-5-8,6=2058/0-3-8 Max Uplift 10=-306(LC 4),6=-306(LC 5) Max Grav 10=6392(LC 12),6=5486(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-4879/323,1-2=-2430/118,2-3=-3171/147,3-4=-3171/147,4-5=-2408/120, 5-6=-4711/324 BOT CHORD 8-9=-122/2452,7-8=-124/2432 WEBS 1-9=-256/5373,2-9=-1464/286,2-8=-114/1561,3-8=-287/201,4-8=-113/1643, 4-7=-1549/283,5-7=-254/5219 NOTES- 1)2-ply truss to be connected together with 1 O(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:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)rl/a 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. Continued on page 2 A WARNING-Vwffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev_10/0312015 BEFORE USE- Design SEDesign valid for use only with MilekG connectors.this design is txlsed only upon parameters shown-and Is for c n Individual building corn fx>nenl,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 MOW is always required for stability and to prevent collapse with possible personal Injury and property dcxnage. "general guidance reW jfding the fatxkgtion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexardrW,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12501313 14622TO T11 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:49 2017 Page 2 ID:8eMAmGcpAocREjRHM09SodyuBU 1-C3eEv9BhhmNjbROmDRvxeAy4CS8(:Z_QTp5XFor2yJKou NOTES- 8) OTES8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)10=306,6=306. 9)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 18-3-12 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-5=-60,6-10=-20 Concentrated Loads(lb) Vert:8=-275(F)13=-277(F)14=-275(F)16_275(F)17=-275(F)18=-275(F)19=-275(F)20=-275(F)21=-275(F)23=-275(F) Q WARNING-Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.1003,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon rxxameters shown,and Is for an individual bolding component not a truss system.Before use,the building designer must verify the aWicablity of design parameters and properly Incogxxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• Is dways required for skbllly and to prevent collapse with r,ossbie personal Ink"and rxoperty damage. For general guidance regad ing the fdricatim storage,delfvery,erection and bracing of muses and inns systems,seeANSi/TPI I Qua lly CrIlw1a,DSB-89 and SCSI BuNdMy Component 6904 Parke East Blvd. Sd'My IMormallon available from Truss Plate Instituie,218 N.Lee Street Suite 312 AlexarxNla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712501314 14622TO T12 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:50 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-hFCc7LCJS4VaDazymeQABOVU"IjOdyKB_MOUyJKot 20.11-8 20-11-8 1 6.00 F,2 15 Scale=1:54.8 X14 13 12 I 11 10 6x6 9 8 7 5 4 i I i I 323 I 2 co a 3x4 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 6x6= 20-11-8 20-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) nta Na 999 MT2o 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 HOrz(fL) -0.00 17 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S Weight:188 lb FT=20e/ 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 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:25-26. WEBS 1 Row at midpt 16-17,15-18,14-19,13-20 REACTIONS. All bearings 20-11-8. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)17,1,18,19,20,21,22,23,24,25,26,27,28,29,30,31 Max Grav All reactions 250 lb or less at joint(s)17,1,18,19,20,21,22,23,24,25,26,27,28,29,30, 31 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-692/231,2-3=-628/201,3-4=-591/191,4-5=-547/175,5-6=-504/161,6-7=-462/146, 7-8=-418/131,8-9=-375/116,9-10=-333/101,10-11=-290/86 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 20-9-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIIfPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,1,18,19,20, 21,22,23,24,25,26,27,28,29,30,31. 0 WARNMVG-VM/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 nm.I&V12015 BEFORE USE Design valid for use only with Mlfekaa connoctors.this design is based only upon parameters shown.and is for an individual Ixwiiding 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 IrxdNkival truss web aril/or chord members only. Additional temporary and permanent bracing MOW lei• Is always requlred for stablffy and to prevent collapse with possible personal Inkxy and property dcxnage. For general guidance regarding the fabrlcallm storage,deltvery,erection and bracing of trusses and truss systems,seeANSi/IPI I Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely Irdormallon avalabte from Truss Plate Insfitule,218 N.Lee Street,Sulte 312.Alexandria.VA 22314. Tanya,FL 33610 Job Truss Truss Type r 'Qty Ply 712501315 14622TO T13 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:512017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-9Rm_KhDxDNdRrkYBKsxPjbl UIGgSSPL6ZrkvwwyJKos 6-7-1 13.1.12 20-0.0 6 7-1 6-6-12 6-10-4 2x4 11 Scale=1:59.5 4 6.0012 11 1 4x5-:r- 3 3 6x6-:r- 2 2 10 1 6 12 13 5 6x8= 5x6- 3x8 I I 9-10-7 20-0-0 9.10-7 10.1-9 Plate Offsets(X,Y)— [1:0-3-8 Edge] 11:0-0-3,0-5-01,[1:0-0-1,0-0-31,[4:0-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.40 5-6 >593 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.76 5-6 >313 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 5 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:111 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 1 Row at micipt 4-5,3-5 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=794/Mechanical,1=794/0-5-8 Max Horz 1=407(LC 12) Max Uplift 5=-316(LC 12),1=-101(LC 12) Max Grav 5=875(LC 17),1=794(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1219/152,2-3=-987/106 BOT CHORD 1-6=-469/1096,5-6=-251/586 WEBS 2-6=-363/264,3-6=-103/629,3-5=-810/356 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-10-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=316,1=101. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with Milek<,connectors,this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckIN of Individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek" is always rectuked for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, bracing of storage,delivery,erection and bracof busses and truss systems,seeANSI/iPI l Quality Cribrta,DSB-89 and SCSI BuYd6904 Parke Eget BNd. ng Component Te 33610 Sdety INornu lon avoiloNe from Rate ate Institute,218 N.Lee Street,Suite 312 Alexandiki VA 22314. nVa,Park* Job Truss Truss Type Qty Ply T12501316i 14622TO T14 Roof Special Girder 1 A L 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:52 2017 Page 1 ID:8eMArnGcpAocREjRHM09SodyuBU1-deKNY1 EZ_hilSu7LutZSeGpafdgFYBkgFoVTSSNyJKor 4-11-8 9-9 4 14-7-0 19-6 8 4-11-8 4-9 12 4-9 12 4-11-8 5x6= 4x5= 2x4 11 6x6= Scale=1:63.0 1 2 13 3 14 4 5 7x10= 3x6= ' I n d 3x6= 3x6= 11\4V- AM 12 21 I8 10 15 16 17 9 18 19 8 20 21 7 2223 24 6 3x8 I I JUS24 8x10_ JUS24 6x8= JUS24 7x6_ TH026 3x4 11 JUS24 JUS24 JUS24 JUS24 JUS24 4-11-8 9-9-4 14-7-0 19 6 8 4-11-8 4-9-12 4-912 4-11-8 _ Plate Offsets(X,Y)— [5:0-3-8 Edge] [7:0-3-0,0-4-01,[8:0-4-0,0-4-01,[9:0-5.0,0-4-8],[10:0-4-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(fL) -0.01 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:467 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10:2x6 SP No.2 WEBS T-Brace: 2x6 SP No.2-1-10 OTHERS 2x6 SP No.2`Except* 2x6 SP No.2-5-12 5-11:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3°)nails,Sin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=4225/0-3-8,12=4253/0-3-8 Max Uplift 10=-1755(LC 4),12=-1768(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-3694/1565,1-2=-1619/670.2-3=-2171/892,3-4=-2171/892,4-5=-1667/691, 6-11=-250/691,5-11=250/691 BOT CHORD 8-9=-680/1639,7-8=-700/1687 WEBS 1-9=-1611/3896,2-9=-1421/667,2-8=-549/1249,3-8=-283/204,4-8=-516/1166, 4-7=-1350/637,5-7=-1561/3772,5-12=-4255/1769 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:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 10=1755,12=1768. 9)Use USP JUS24(With 1 Od nails into Girder&1 O nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 15-10-12 to connect truss(es)to front face of bottom chord. 10)Use USP THD26(With 16d nails into Girder&NA91D nails into Truss)or equivalent at 17-10-12 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is In contact with lumber. 12 Wamin :Additional permanent and stability bracinQ for truss system not part of this component desi n is always required. 0 WARNING-Vadfy dedyn panmefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.14393,2e15 BEFORE USE Design vdld for use only with MfTek®connoctors.this design is based only upon p.xameters 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. Racing Indicated is to prevent buckling of IndlNdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is dways required for stab/tty and to prevent eoNopse with possibbe personal Inkey and property carnage. nor general gu ldcance regardkn0 the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Insttlute.218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 712501316 14622TO T14 Roof Special Girder 1 A L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. TUB Nov 14 07:31:52 2017 Page 2 I D:BeMAmGcpAocREjRHM09SodyuBU 1-deKNYI EZ_hilSu7LuZSeGpafdgFYBkgFoVTSSNyJKor LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(lb) Vert:8=-774(F)15=-774(F)17—774(F)18=-774(F)19=-774(F)20=-774(F)21=-774(F)22=-774(F)24=774(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010311015 BEFORE USE. Design valld for use only with MiTek®connectors.This design is based only upon p,witneters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the over," building design. Bracing Indicated Is to prevent buckling of Individual tusks web and/or chord members only. Addition,temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guldance regarding the falodcatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Cdtedo,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety informadon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type r Qty Ply T12501317 14622TO T15 Monopitch Supported Gable t 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:53 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU t-5gtllNFBI?t942iXSGztoO7?o4kdwNP009D0_pyJKoq 18-5-8 18-5-8 6.00 12 14 1 Scale=1:46.9 29 13 12 i 6x6 i g10 8 7 5 6 - 4 3 2 1 3x4 i 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 18-5-8 18-5-8 Plate Offsets(X,Y)-- [9:0-0-0,0-1-121,[9:0-3-0,Edge],[10:0-1-15,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 16 n/a n1a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:145 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 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 15-16,14-17 REACTIONS. All bearings 18-5-8. (lb)- Max Horz 1=358(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)16,1,17,18,19,20,21,22,23,24,25,26,27,28 Max Grav All reactions 250 Ib or less at joint(s)16,1,17,18,19,20,21,22,23,24,25,26,27,28 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-596/195,2-3=-544/173,3-4=-503/160,4-5=-460/145,5-6=-418/131,6-7=-376/116, 7-8=-333/101,8-10=-290/86 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=2f;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-9-15 to 3-9-8,Extedor(2)3-9-8 to 18-3-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16,1,17,18,19, 20,21,22,23,24,25,26,27,28. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design volld for use only with MI IekG%conr�lors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulldtrng 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 tris web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for statAtty and to prevent collapse with posble personal k*jry and property danage.. For general guidance regarding the fabrication,storage,delivery,erection and bracing of treses and Muss systems,seeANSI/TPl1 Qua9ty,Criteria,DSB-89 and SCSI SuNdkly Component 6904 Parke East Blvd. Safety Information availoHe from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Targe,FL 33610 Job Truss Truss Type 'Oty Ply 712501318 14622TO T16 Roof Special t t Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:54 2017 Page 1 I D:BeMAmGcpAocREjRHM09SodyuBU 1-ZOR7zjFpW I?OiCHj?_U6LEf?dTvufbcYFpyZXFyJKop 6-0-15 12-1-12 17-0-4 24-3-8 6-0-15 6-0-13 4-10 8 7-3.4 Scale=1:48.7 6X6= 3 7.00 F12 14 15 4 7x6// 4.00 Ll2 2x4\\ 2 16 4x5 Zz 5 13 1 1 N 9 17 18 8 7 6 7x6= 3x5 11 3x8 II 4xt0= Ot3r0 8-6-3 17-0-4 19-6-12 24-3-8 0 3 0 8-3-3 8-6-1 2 6-8 4-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-6],[1:0-0-0,0-0-1],[3:0-3-0,0-2-41,[5:0-2-4,0-2-0],[6:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.30 8-9 >774 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) . -0.45 8-9 >516 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.03 6 rVa rVa BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:130 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`Except' 5-8:2x4 SP No.2 WEDGE Left:2x6 SP No.2 REACTIONS. (Ib/size) 6=871/Mechanical,1=942/0-3-8,7=119/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-483(LC 12),1=-580(LC 12) Max Grav 6=871(LC 1),1=942(LC 1),7=129(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1399/1339,2-3=-1224/1355,3-4=-1279/1414,4-5=-1147/1157,5-6=-840/822 BOT CHORD 1-9=-1148/1147,8-9=-677!752 WEBS 2-9=-403/269,3-9=-733/526,3-8=-648/578,4-8=-622/533,5-8=-1031/1009 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=4511;L=24ft;save=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Extedor(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 6=483,1=580. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNAVG-VeA1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev.101V"15 BEFORE USE. " Design valid for use only with MiiekO connectors.This design is bay ed only upon parameters shown,and Is for an indlNdual buldirg component.not a truss system.Before use,the building designer must verify the ar4AIcoblity of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Addlflorol 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/IPI I Quality Crtierta,DSB-89 and BCSI Bult Component 6904 Parke East Blvd. Safely Information available from Taus Plate Instflule.218 N.Lee Street,Suite 3112 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12501319 14622TO T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:55 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU t-1 C?VA3GSHc7sJMsvZhOLuRCAatFzO2yhUTi63hyJKoo 6 0-15 12-1-12 17-0.4 243-8 6-0-15 6-0-13 4-148 7-3-4 Scale=1:46.7 6x6= 3 7.00 FIT 14 15 4 7x6// 4.00 12 2x4cc \\ 2 16 4x5 5 13 L6 1 N 9 17 16 8 7 6 3x8 I 7x6= 4x10= 3x5 I I 00 8-6-3 17-0-4 18-6-12 24-3-8 a32 B-3-3 8-6-1 1 6-B 5-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-61,11:0-0-0,0-0-11,[3:0-3-0,0-2-41,[5:0-2-4,0-2-01,[6:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.32 8-9 >688 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.47 8-9 >470 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:130 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:2x6 SP No.2 REACTIONS. (ib/size) 6=761/Mechanical,1=900/0-3-8,7=271/0-7-12 Max Horz 1=175(LC 10) Max Uplift 6=-432(LC 12),1=-565(LC 12),7=-28(LC 12) Max Grav 6=778(LC 2),1=900(LC 1),7=271(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1324/1310,2-3=-1 15511326,3-4=-1 138/1328,4-5=-1019/1079,5-6=-751/779 BOT CHORD 1-9=-1 122/1083,8-9=-647/696 WEBS 2-9=-406/269,3-9=-742/532,3-8=-569/476,4-8=-582/516,5-8=-971/889 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ff;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Qt=lb) 6=432,1=565. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Vertry design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MAf7473 rev.16032015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an lndvidual building component,not a truss system.Before use,the building designer must verify The c"Alcat ilty 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. Adcltlonal temporary and permanent bracing M176 k" Is always required for stobility and to prevent coNapse with possible r e sono/hpxy cxxl property darnage. For general guidance regarding the fabricatim storage,delivery,erection and tracing of husses 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,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 71j, ly 14622TO T18 Roof Special 1 �Job Reference(optional) 712501320 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:56 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-VPZtNOH42wFjxVR67PXaQfkLgHc27h1 ri7Rgb8yJKon 6-0-15 12-1-12 17-0-4 24.3.8 6-0-15 6-0-13 4-10 8 7-3-4 6x6= Scale=1:46.5 3 14 15 7.00 12 3x4 / 4 7x6// 4.00 12 i 2x4\\ 3x4 i 2 16 3x4 i 4x5 5 13 3x4 n 3x4 5, N ci 9 17 18 6x6= 8 7 6 3x8 II 4x10= 3x4 II 0 8-6-3 16-6-12 1 - 24-3-8 0-3-0 8-3-3 8-0-9 5 7-3-4 Plate Offsets QX Y)— [1:0-3-8,Edge1,[1:0-0-1,0-6-61,[1:0-0-0,0-0-11,[3:0-3-0,0-2-41,[5:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.22 9-12 >870 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:140 Ib FT=20% LUMBER- BRACING- TOP RACINGTOP 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) 6-7-3(3-7); OTHERS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (Ib/size) 6=706/Mechanical,1=839/0-3-8,8=386/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-208(LC 12),1=-225(LC 12),8=-74(LC 12) Max Grav 6=706(LC 1),1=839(LC 1),8=525(LC 19) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1199/398,2-3=-1063/415,3-4=-884/446,4-5=-778/279,5-6=-613/278 BOT CHORD 1-9=-324/1027,8-9=-128/593,7-8=-128/593 WEBS 2-9=-422/251,3-9=-134/566,3-7=-139/271,4-7=-542/329,5-7=-161/574 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=45ff;L=24ft;eave=4ff;Cat. II;Exp C;Encl.,GCpi--0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1O.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except(1t=lb) 6=208,1=225. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10W M15 BEFORE USE. Design valld for use only with Milek(b connectors.This design Is based only ufx)n parameters shown,and Is for an individual building component.not , a truss system.Before use,the building designer must verify the appllcabllty 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 arxd to prevent collapse with possble personal Injury and property darnoge. For general guidance regardkig the fabrication,storage,delivery,erection and bxactig of busses and tnss systems,see.ANSI/TPI l Quality Criteria,DSB-89 and SCSI BuYding Component 6904 Parke East Blvd_ Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 3112 Alexandrkl VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12501321 14622TO T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:57 2017 Page i ID:8eMAmGcpAocREjRHM09SodyuBUt-zb7GbklioDNaZf0Ih62pzsHVOh_is_6_xnBD7ayJKom 6-0-15 12-1-12 1Z24-" 6-0-15 6-0-13 4-10 8 7-3-4 Scale=1:48.7 6x6= 3 7.00 12 14 15 4 7x6/! 4.00 Ll2 2x4\\ 2 16 4x5 ZZ 5 13 W 1 N 9 17 _ 8 7 6 3xe 6x6 4x10= 3x5 I I 0-3-0r 0 8-6-3 14-2.14 17-0-4 24-" 8-3-3 5-8-11 2-9-6 7-3-4 Plate Offsets(X,Y)-- [1:0-3-8_Edge],[1:0-0-1,0-6-6],11:0-0-0,0-0-11,[3:0-3-0,0-2-4],[5:0-2-4,0-2-0],[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 0.71 Vert(LL) 0.22 9-12 >780 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.25 9-12 >693 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:130 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:2x6 SP No.2 REACTIONS. (lb/size) 6=888/Mechanical,1=912/0-3-8,8=132/0-7-12 Max Harz 1=-175(LC 10) Max Uplift 6=-329(LC 12),1=-501(LC 12),8=-80(LC 12) Max Grav 6=888(LC 1),1=912(LC 1),8=229(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1329/1020,2-3=-1153/1035,3-4=-1214/810,4-5=-1086/608,5-6=-805/481 BOT CHORD 1-9=-880/1092,8-9=-424/716,7-8=-424/716 WEBS 2-9=-410/294,3-9=-669/466,3-7=-183/523,4-7=-612/408,5-7=-481/885 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;save=4ft;Cat. 11;Exp,C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Extedor(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)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)8 except(jt=1b) 6=329,1=501. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. WARNING-Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UN-7473 rev.10N312015 BEFORE USE. Design valid for use only with MiTek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• IS alwoys required for stability and to prevent collapse with possible personal Injury and property dornage. for general guidance regarding the fabrication.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Cdtwla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avaNcrile from Truss Ptale,institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type City Ply T12501322 14622TO T20 Roof Special 1 1 l Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:58 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU t-Snheo4l KZXVRApaUEgZ2V3gh65MrbW F7ARwngoyJKoI 6-0-15 12-1-12 17-0-4 24-3-8 6-0-15 6-0-13 4-10-8 7-3-4 Scale=1:48.7 5x6= 3 7.00 12 14 15 4 6x8 zz� 4.00 Ll2 4x5 i 2 16 4x5 5 13 1 N 9 8 7 6 3x8 11 2x4 11 7x10- 4x5= 3x4 11 0 6-0-15 12-1-12 12- -14 17-0-4 24-3-8 0-3-0 5 9-15 6-0-13 0 -2 4-9-6 7-3-4 Plate Offsets(X,Y)-- 11:0-3-8 Edge] [1:0-0-1,0-6-61,[1:0-0-0,0-G-1] [5:0-2-4,0-2-01,[8:0-4-12 Edge] LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.07 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.15 6-7 >995 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:134 Ib FT=20% LUMBER- BRACING- TOP RACINGTOP 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:2x6 SP No.2 REACTIONS. (ib/size) 8=1118/0-7-12,6=405/Mechanical,1=409/0-3-8 Max Horz 1=-175(LC 10) Max Uplift 8=-501(LC 12),6=-92(LC 12),1=-258(LC 12) Max Grav 8=1118(LC 1),6=417(LC 22),1=432(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-480/47814-5=-337f75'5-6=-346/147 BOT CHORD 1-9=-402/376,8-9=-402/376,7-8=-15/254 WEBS 2-9=-334/259,2-8=-579/633,3-8=-418/149,4-8=-471/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces 8r MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=lb) 8=501,1=258. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekV 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 tracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabilcatkxt storage,delivery,erection and bracing of trusses and truss systems,seea4NSl/TPlt Quality CrBeria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply I 712501323 14622TO T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:59 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-w_FOOOJyKrdloz9hoX4H2HMruUdhK?7HP5gKCTyJKok 6-1-10 11-11-12 16-10-424-1-8 6-1-10 5-10-2 4-10-8 7-3-4 Scale=1:49.1 6x6= 4 7.00 FIT 15 16 5 7x6// 4.00 L12 2x4\\ 3 17 45 zzz 4x5 i 14 6 2 1 N 9 18 19 8 7 3x8 6x6= 4x10 3x4 11 I I = 8-6-14 16-10-4 24-1-8 - 8-6-14 8-3-6 7-3-4 Plate Offsets(X,Y)-- [1:0-3-8 Edge] [4:0-3-0,0-2-41,[6:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.40 8-9 >726 180 BCLL 0.0 Rep Stress incr YES WB 0.39 Horz(TL) 0.03 7 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:130 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=959/0-3-8,7=959/Mechanical Max Horz 1=-174(LC 10) Max Uplift 1=-248(LC 12),7=-256(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1384/43413-4=-1254/454,4-5=-1367/556,5-6=-1224/378,6-7=-894/341 BOT CHORD 1-9=-350/1226,8-9=-165/816 WEBS 3-9=-385/241,4-9=-132/566,4-8=-234/648,5-8=-644/353,6-8=-253/1045 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b) 1=248,7=256. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. A WARNING-VerHy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MM7473 rev.10/03/2015 BEFORE USE. Design vaiki for use only with Mlfol<connectors.this design Is based only upon pixameters shown,and Is for an individual brildin component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the over, building design. Bracing indk:ated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always rec"Fed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and brackg of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormation available from Truss Plate Institute.218 N.Lee Street,Sate 312,Alexandria,VA 22314. Tempe,FL 33610 Job Truss Truss Type Qty Ply T12501324 14622TO T22 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:31:59 2017 Page 1 I D:BeMAmGcpAocREjRHM09SodyuBU1-w_FOOQJyKrdloz9hoX4H2HMrtUdmK?BHP5gKCTyJKok X1-10-0 6-1-10 11-11-12 16-10.4 24-1-8 1-10 0 4-3-10 5-10-2 4-10-8 7-3-4 Scale=1:49.3 6x6= 4 7.00 F12 11 12 5 7x6// 4.00 Lt2 2x4\\ 3 13 4x5 2x4 I 8x6— 6 1 � N LLJ 'A 10 9 14 15 8 7 4x6= 6x6 4x10= 3x4 I I 8-6-14 16-10-4 24-1-8 8-6-14 8-3-6 7-3-4 Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,[6:0-2-4,0-2-01,[10:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.40 8-9 >708 180 BCLL 0.0 Rep Stress incr YES WB 0.39 Horz(TL) 0.03 7 Ma n/a BCDL 10.0 Code FBC2014/rP12007 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 REACTIONS. (Ib/size) 10=953/0-3-8,7=953/Mechanical Max Horz 10=-158(LC 10) Max Uplift 10=-248(LC 12),7=-252(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1329/411,3-4=-1210/431,4-5=-1355/550,5-6=-1214/373,6-7=-888/338 BOT CHORD 9-10=-333/1180,8-9=-160/807 WEBS 2-10=-1339/444,3-9=-335/23114-9=-116/530,4-8=-2361644,5-8=-639/352, 6-8=-246/1034 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;6=45ft;L=24f;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-10-0,Interior(1)1-10-0 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 zone;C-,C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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(jt=1b) 10=248,7=252. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AML7473 rev.1&03;2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndNklual 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,seeANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Intormalion available from Taus Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12501325 14622TO T23 Roof Special 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:00 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU t-OApODmKa58m9Q7ktMFbW aUvOduzr3R?Qdl P"JKoj 6-1-10 11-11-12 16-10-4 24-1-8 31--9 2-7-1 5-10-2 4-10-8 7-3-4 Scale=1:49.3 6x6= 4 1 7.00 F12 12 13 5 7x6// 4.00 LL2 2x4\\ I 3 If 2x4 11 6x6— 14 4x5 1 6 1 9 15 16 10 _ 8 7 4x5= 7A— 410= 3x4 11 8-6-14 16-10-4 24-1-8 8-6-14 8-3-6 7-3-4 Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,[6:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.38 8-9 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 REACTIONS. (lb/size) 10=953/0-3-8,7=953/Mechanical Max Horz 10=-143(LC 10) Max Uplift 10=-251(LC 12),7=-249(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 284/407,3-4=-1198/427,4-5=-1354/545,5-6=-1213/369,6-7=-887/335 BOT CHORD 9-10=321/1169,8-9=-156/803 WEBS 2-10=-1299/429,3-9=-300/222,4-9=-108/528,4-8=-236/642,5-8=-640/351, 6-8=-244/1032 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=25ff;B=45ft;L=24ft eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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) 10=25117=249. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNWG-Verify design parameters and READ NOTES ON THIS AND XCLUDED WTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE- Design SEDesign valid for use only with MilekO connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regcxding the fabrication,staage,delivery,erection and bracing of trusses and friss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Buitding Component 6904 Parke East Blvd. Safety information available from Teas Plate Ins9lute,218 N.Lee Street Suite 312 Alexandria-VA 22314. Tampa,FL 33610 r Job Truss Truss Type City Ply 712501326 14622TO T24 Roof Special 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:01 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-sMMmR6LCsSu01 HJ3wy617iSE51Juonl asP9RGLyJKoi 5-3-2 1-1 11-11-12 16-10-4 20-0-15 2338-15 5 3 2 1 5-10-2 4-10-8 3-2-11 3 8-0 Scale=1:49.4 6x6= 7.00 F12 4 13 14 4.00112 2x4\\ 5 7x6 2x4 11 6x6= 6x6= 2x4 11 1 3 6 7 12 Cl) 10 16 17 11 _ 9 8 4x5= 7x6— 4x10= 4x5 8-6-14 16-10-4 23-8-9 23 Q-15 8-6-14 836 6-10.5 G-0-6 Plate Offsets(YY)-- L4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.36 9-10 >779 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 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 REACTIONS. (Ib/size) 11=938/0-3-8,8=938/0-4-3 Max Horz 11=-11O(LC 10) Max Uplift 11=-246(LC 12),8=246(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1210/375,3-4=-1176/394,4-5=-1257/459,5-6=-1097/325 BOT CHORD 10-11=-352/1126,9-10=-201/769,8-9=-2561802 WEBS 2-11=-1256/417,3-10=-284/210,4-10=-93/519,4-9=-173/559,5-9=-497/259, 6-9=-48/345,6-8=-1 101/359 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=4ff;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 11-11-12,Extedor(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 20-0-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 11=246,8=246. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-VeA/y deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MITek®connectors.This design is Lxsed only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the ap Aicat.,ility 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 M176k' is always required for stability and to prevent collapse with posslt,le personal injury and property damage. For general guidance regarding the fabrlcatim storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Sarety IMomralon avalabte from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply 712501327 14622TO T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:02 2017 Page 1 I D:89MAmGcpAocREjRHMOgSodyuBU 1-KZw9eSMrdmOtfQuGTfe_gv_OgiapXMTj52u_pnyJKoh 6-11-11 11-11-12 16-11-13 21-8-15 6-11-11 5 0-1 5-0-1 4-9 3 6x6= Scale=1:45.8 7.00 F12 3 11 12 4x5= 6x6= 6x6= 4x5= 1 4 5 10 13 PZ m 4 9 8 14 15 7 6 2x4 I I 7x10= 4x10= 2x4 II 6-11-11 16-11-1321-8-9 21-4-15 6-11-11 10-0-1 4-8-13 0 Plate Offsets(X,Y)— 13:0-3-0,0-2-01,[8:0-4-8 Edge] LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.39 7-8 >654 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.79 7-8 >326 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 6 n/a rda BCDL 10.0 Code FBC2014ITP12007 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 20 SP No.2 BOT CHORD Rigid celling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=858/0-3-8,6=858/0-4-3 Max Horz 9=82(LC 10) Max Uplift 9=-225(LC 12),6=-225(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-807/307,1-2=-945/270,2-3=-12131415,3-4=-970/329,4-5=-750/206, 5-6=-863/288 BOT CHORD 7-8=-189/637 WEBS 1-8=-305/1112,2-8=-926/411,3-8=-178/697,3-7=-57/339,4-7=-737/330, 5-7=-279/1059 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. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-11-13 to 21-7-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 9=225,6=225. 7)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 112'gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MII-7473 rev.laV3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bultding design. Bracing Indicated Is to prevent buckling of individual thus web aril/or chord members only. Additional temporary and permanent bracing M ffe k 7' �7 Is always required for statAlity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Buik ing 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 Ory Ply T12501328 1462270 T26 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:03 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBUt-olUXroMT038kHaTS1 N9DC7Xau601 GkntJieYLEyJKog 4-5-14 8-8-5 11-11-12 15 3 3 20-3-8 4 5 14 4-2-6 3-3 7 3.3-7 5-0-5 7.00 12 6x6_ Scale=1:45.0 4 2x4 11 BX6 6x6= 4x5— 1 4x5 5 6 11 12 13 i 0 vu 1 14 15 16 17 10 8 8 7 4x5= 7x10= 4x10= 2x4 11 8-8-5 15-3-3 20-3-8 8-8-5 6-6-15 5-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.32 9-10 >739 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:146 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) 10=800/0-3-8,7=800/0-3-8 Max Horz 10=54(LC 11) Max Uplift 10=246(LC 8),7=-210(LC 12) Max Grav 10=805(LC 18),7=800(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-762/221,3-4=-929/315,4-5=-695/263,5-6=-550/173,6-7=-757/293 BOT CHORD 9-10=-190/529,8-9=-170/544 WEBS 2-10=-778/300,2-9=-64/440,3-9=-631/281,4-9=-157/608,5-8=-574/284,6-8=-256/825 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=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Extedor(2) 11-11-12 to 15-3-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 10=246,7=210. 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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAL7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek(b connectors.Thisdesign a based orgy upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing in dlcated Is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent tracing Ml lek• Is always required for stability and to prevent collapse wtth possble personal injury and property damage. For general guidance regarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,see.ANSVTPi l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Btvd. Sdety Informallon available from Taus Plate InsOhute,218 N.Lee Street,Su ffe 312,Alexanci to VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply � T12501329 14622TO T27 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:04 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-Gx2v38N59NGbuk2eb4gSIK4kTVOV?GsOYMN5tgyJKof 11-11-12 5-2-10 10-1-12 10�4�14 13.6-10 15-0-14 20.3-8 5-2-10 4-11.2 0-32 1-6-14 1-6d 5-2.10 7.00 F12 M= Scale=1:45.0 4x6 i 5 4x5= 4x5= 2x4 11 4x6 6x6— 4x5= 1 2 3 7 8 14 15 6 f4 9 10 m 13 12 11 10 9 2x4 11 6x6= 4x10= 4x5= 2x4 11 5-2-10 10-1-12 1014,14 136-10 15-0-14 , 20-3-8 5-2-10 4-11-2 0-32 3-1-13 1-6-4 5-2-10 Plate Offsets(YY)-- [5:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.03 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.0711-12 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.43 Horz(TL) 0.01 9 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:158 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) 13=800/0-3-8,9=800/0-3-8 Max Horz 13=25(LC 11) Max Uplift 13=-287(LC 8),9=-297(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-754/30511-2=-483/178,2-3=-632/217,3-4=-632/217,4-6=-534/218, 6-7=-632/224,7-8=-489/172,8-9=-752/316 BOTCHORD 11-12=-194/495,10-11=-178/501 WEBS 1-12=-288/783,2-12=-519/287,3-11=-262/169,7-10=-507/271,8-10=-270/776, 7-11=-1 01/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Extedor(2) 11-11-12 to 13-6-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb) 13=287,9=297. 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. 8)Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Ail WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bxised only upon parameters shown,and Is for m kidiAdual building component riot a truss system.Before use,the bullding 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 indNkdual 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 Injury and property daxnage. for general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANS1/TPtI Quality Criteria,DSB-89 ofd BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate institute,218 N.Lee Street,Suite 312-Alexandria.VA 72314. Tampa,FL 33610 Job Truss Truss Type City Ply T12501330 14622TO T28 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:04 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU 1-Gx2v38N59NGbuk2eb4gSIK4gcVRe?EdOYMN5tgyJKof 5-1-12 10-1-1212 1-12 20-3-8 5-1-12 5-0-0 50-0 5 1-12 4x5= 4x5= 2x4 I I 6x6= 4x5= Scale=1:43.4 1 11 2 12 3 13 4 14 5 i L-J ZZ. I ( I 10 15 9 16 8 17 7 16 6 2x4 11 6x6= 4x10= 4x5= 2x4 I 5-1-12 10-1-12 15-1-12 203-8 5-1-12 5-0-0 5 a0 5-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:165 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. (Ib/size) 10=800/0-3-8,6=800/0-3-8 Max Uplift 10=-306(LC 8),6=-306(LC 9) Max Grav 10=855(LC 17),6=853(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-763/324,1-2=-432/154,2-3=-564/191.3-4=-564/19114-5=-438/157, 5-6=-757/325 BOT CHORD 8-9=-160144117-8=-1 62/447 WEBS 1-9=-277/778,2-9=-522/290,3-8=-277/198,4-7=-515/287,5-7=-276/772 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-1-12 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. 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=lb) 10=306,6=306. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/201 S BEFORE USE. Design valid for use only with MITekg connectors.this design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IrK#Mud truss web aril/or chord members only.Additional temporary and permanent bracing WOW k Is always recti-ked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the � fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Trus Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty Ply T12501331 14622TO T29 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:05 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU 1-kBcHGT0jwh0SW udg9oBhHYcxzvmfki49n07eP6yJKoe 5-1-12 to 15-1-12 20-3 8 5-1-12 5-0-0 5-0-0 5-1-12 4x5= 4x5= 2x4 11 6x6= 4x5= Scale=1:48.8 1 11 2 12 3 13 4 14 5 EX I I I 1/111/E,,I , N- Lj 10 15 9 16 8 17 7 18 6 2x4 11 6x6= 4x10= 4x5= 2x4 11 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 5 0 0 5-0-0 5-1-12 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.49 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:224 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) 6-2-8(1-10);6-2-8(5-6);6-2-8(2-9); OTHERS 2x4 SP No.3 6-2-8(3-8);6-2-8(4-7); REACTIONS. (Ib/size) 10=800/0-3-8,6=800/0-3-8 Max Uplift 10=-306(LC 8),6=-306(LC 9) Max Grav 10=872(LC 17),6=870(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-778/324,1-2=-389/136,2-3=-508/168,3-4=-508/168,4-5=-395/138, 5-6=-772/325 BOT CHORD 8-9=-141/397,7-8=-143/403 WEBS 1-9=-268/769,2-9=-522/290,3-8=-277/197,4-7=-515/287,5-7=-267/763 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;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 20-1-12 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 10=306,6=306. 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. 1,11 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.fang aVIS BEFORE USE. Design valid for use only vAth MiTek®connectors.This design is txised only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the appticabilBy,of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for statitity,and to prevent collapse with posslUe personal InW and property darnage. For general gukk nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instfkde,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12501332 14622TO T30 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:07 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-hWk1 h9PzSle91CmDGDD9NziEw4JHCYpSEKcIU?yJKoc 4-4-9 8-5-13 12-10-7 15.2-12 4-4-9 4-1-4 4-4-9 2-4-5 Scale=1:25.9 6.00 F,2 2x4 11 5 NAILED 2x4 11 4x5- 7x10= 1 4x6 NAILED 2 NAILED 3 NAILED NAILED 16 N L nn 17 18 19 20 9 21 22 23 24 8 4x5—_25 26 27 28 7 29 30 10 JUS24 NAILED JUS24 7x10= THD26 NAILEDJUS24 NAILED NAILED 3x6 11 THD26 11 5x6 11 JUS24 THD26 THD26 NAILED 5x6= 0-QT12 4-4-9 8-5-13 12-10-7 15-2-0 15-2-12 0- -12 4-3-13 4-1-4 4-4-9 2-3-9 0-(Y12 Plate Offsets(X Y)-- [1:0-2-0 0-2-0] [4:0-6-8 Edgel [6:0-30 0-2-12],[7:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.24 8-9 >734 180 BCLL 0.0 Rep Stress incr NO WB 0.73 Horz(fL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,4-8:2x4 SP No.2 REACTIONS. (Ib/size) 10=4174/0-6-4,6=3843/0-3-7 Max Harz 10=45(LC 21) Max Uplift 10=-1757(LC 4),6=-1160(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2901/1065,1-2=-6080/2169,2-3=-6080/2169,3-4=-7322/2328 BOT CHORD 8-9=-235417322,7-8=-1274/4193,6-7=-1238/4050 WEBS 1-9=-2285/6493,2-9=-299/203,3-9=-1380/188,4-7=-484/1954,4-6=-5409/1655, 3-8=-11/341,4-8=-1186/3435 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) 10=1757,6--1160. 8)Use USP JUS24(With 1 Od nails into Girder$1 O nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-9-9 from the left end to 7-9-9 to connect truss(es)to back face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 5-9-9 from the left end to 13-9-9 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 Ib down and 176 Ib up at 5-1-8 on top chord,and 64 Ib down at 5-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for 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 Ml leis" Is always required for stabitly and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,del"erection and bracing of trusses and truss systems,see.ANSI/TPt t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avagabie from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type City Ply T12501332 14622TO T30 Roof Special Girder i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:07 2017 Page 2 ID:8eMAmGcpAocREjRHM09SodyuBU l-hW kl h9PzSleglCmDGDD9NziEv jJHCYpSEKcIU?yJKoc LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,6.10=-20 Concentrated Loads(Ib) Vert:12=-78(F)13=-81(F)14=-81(F)15=-47(F)17=-855(8)18=-741(B)19=-1(F)20=686(B)21=-53(F)22=-868(B)23=-51(F)24=-397(6)25=-51(F)26=-939(6) 27=-24(F)28=-933(B)29=-1(F)30=-933(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not 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 Indtvidual inns 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 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12501333 14622TO T31 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:08 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU1-9jHOvVObDcmONLLPgwkOvAEU37oRxAVcT_LJORyJKob 5-1-8 5-1-8 4.00 F12 3 Scale=1:15.5 NAILED 11 3x4 2 N N O lV 1 1 12 4 NAILED 3x4 11 5-1-8 5-1-2 Plate Offsets()(,Y)-- 11:0-1-12,0-0-21 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) 0.03 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-9 >902 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 1=217/0-7-0,3=127/Mechanical,4=62/Mechanical Max Horz 1=69(LC 8) Max Uplift 1=-45(LC 8),3=-72(LC 8) Max Grav 1=217(LC 1),3=127(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ff;B=45ft L=24ft eave=4ft;Cat. 11;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 Concentrated Loads(lb) Vert:12=-2(B) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use orgy with MiTek®connectors.This design is based only upon parametersshown,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 rec"red tot stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and teas systems,seeANSi/IPII Quality Criteria,DSB-89 aW BCSI Building Component 6904 Parke East Blvd. Sally Irdonnallon available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712501334 1462270 732 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:09 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-dvro6rRE_vut?VwcOeGdSOnhoWAFgd1lie5sYryJKoa 1-4-6 3-11-12 1-4-6 2-7-6 4.0012 Scale=1:14.6 3 m 0 3x6= 2x4 11 1 p N N O N a 4 5 0 2x4 11 0- -6 1-4 6 3-11-12 0- -6 1-4-0 2-7-6 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) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 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. (Ib/size) 5=151/0-4-3,3=107/Mechanical,4=44/Mechanical Max Horz 5=35(LC 12) Max Uplift 5=-35(LC 8),3=-61(LC 12) Max Grav 5=151(LC 1),3=107(LC 1),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f;B=45ft;L=24ft;eave=oft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 1-4-6,Interior(1)1-4-6 to 3-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3. WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.10/03/2015 BEFORE USE. resign valid for use only with MITekb connectors.this design is based only upon parameters shown,and is for an Individual building component.not o truss system.Before use,the building designer must verify the applicabl ty of design parameters and properly Incorporate this design into the overall '.. I,uildirg design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' K always required for stability and to prevent collapse with possble personal Injury<xx1 property darnage. For general guidance regarding the �., fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Bulinfng Component 6904 Parke East Blvd. Safety Information avalable from Tnlss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12501335 14622TO T33 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:09 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU t-dvro6rRE_vut?VwcOeGdSOnld W C9gdllie5sYtyJKoa 1-11-12 1-11-12 12x4 11 Scale=1:15.5 2 Il 0 a N N N N NA 4 3 2x4 I I 06 1- 11-12 2s Q 1-11-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MR Weight:9 Ib FT=20% LUMBER- , BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-12 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. (Ib/size) 4=73/0-4-3,2=53/Mechanical,3=20/Mechanical Max Uplift 4=-31(LC 8),2=-38(LC 8) Max Grav 4=73(LC 1),2=53(LC 1),3=36(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE ML-7473 rev.10/03/2015 BEFORE USE. Design valld for use oily with MiTekO connectors.Tnls 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 Injury and property damage. For general guidance fegading the fabrication,storage,deilvery,erection and bracing of trusses and firm systems,seeANSI/TPI l Quality 01teria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate"Me.218 N.Lee Street,State 312 Alexandria,VA 22314. Tampa,FL 33610 ♦ r Job Truss Truss Type Qty Ply T12501336 14622TO T34 Roof Special Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:10 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU t-55PAJBSsI DOkdfVoxLns_bKuawYhP3TvwlgP5KyJKoZ 17-3-8 17-90 17-3-8 5 6.0071-2 13 1 Scale=1:46.4 29 12 11 10 6x6 i 9 8 7 6 5 � 4 3 � ' 2 m 0 3x4= 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6= 17-3-8 17-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n1a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 21 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:141 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15 REACTIONS. All bearings 17-3-8. (lb)- Max Horz 1=354(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)15,1,16,17,18,19,20,21,22,23,24,25,26,27 Max Grav All reactions 250 Ib or less at joint(s)15,1,16,17,18,19,20,21,22,23,24,25,26,27 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-608/199,2-3=-548/176,3-4=-505/162,4-5=-463/147,5-6=-420/132,6-7=-377/117, 7-8=-332/102,8-9=-289/86 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;13=45ft;L_24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 17-1-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI[TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,1,16,17,18, 19,20,21,22,23,24,25,26,27. Q WARNING-Va-W design parameter,and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11 7473 rev.MU3,2015 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 vedfy 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.AckNonal temporary and permanent bracing MOW B always required for stability and to prevent collapse with possible personal lr*jry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and in=systems,seeANSi/TPI t Quality Criteria,DSB-89 and SCSI BuSdng Component 6904 Padre East Blvd. Safety Intormallon avaRal]le from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • r City Ply 712501337; 14622TO T35 Roof Special 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:112017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-ZlzYXXTUV W BbEp4_V215XpsvNKiR8UK29yazdmyJKoY 5-10.5 11-5-3 17-3-8 1T-9 0 5 10-5 5-6-13 5-10 5OL5-18 3x4 5 6 Scale=1:52.2 !1 6.00 12 15 4x5 4 6x6 3 4x5 i 14 2 1 ICC? 9 16 17 8 O 7 3x8 I I 7x6 4x5= 8-7.12 17-3-8 17-9 0 8-7-12 8-7-12 5 Plate Offsets()iY)-- [1:0-5-9,Edge),[8:0-2-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.23 8-9 >925 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.57 8-9 >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 HOrz(fL) 0.02 7 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:100 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`Except` WEBS 1 Row at midpt 5-8,4-8 5-8:2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=701/0-5-8,7=67810-5-8 Max Horz 1=354(LC 12) Max Uplift 1=-87(LC 12),7=-272(LC 12) Max Grav 1=701(LC 1),7=734(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-997/139,3-4=-825/111 BOT CHORD 1-9=408/8901 8-9=-222/498 WEBS 3-9=-279/228,4-9=-1 16/535,4-8=-684/313 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-3-8 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 20.0psf on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Qt=1b) 7=272. 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. WARNING-Verity design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.law/2015 BEFORE USE. Design valid for use only with MiTek®connectors.11ds design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balding 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/of chord members only. Additional temporary and permanent bracing MiTek B always required for sk"Ifty and to prevent collapse with pomkAe personal injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qucdlty Criteria,DSB-a9 and BCSI Buikiing Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type aty Ply 712501338 14622TO T36 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:12 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-1 UXwktT6GgGSszfB3mpK4OP5kk2CttTBOcJW9CyJKoX 43-13 9-10-11 15-9-0 It-2 8 4-3-13 5-6-14 5-10-5 5- Scale=1:51.6 3x4 a s 6.00 F12 11 4x5-:r- 3 3 6x8 2 10 2x4 I 1 Im ' o 9 8 12 13 7 6 4x5= 7x6— 4x5= 0 Q-6 7-1-4 15-9-0 16-2-8 0-6-6 7-0-14 8-7-12 -5-8 Plate Offsets(X,Y)— [2:0-3-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSi. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 7-8 >929 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.53 7-8 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:100 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*Except` WEBS 1 Row at midpt 4-7,3-7 4-7:2x4 SP No.2 REACTIONS. (lb/size) 9=633/0-4-3,6=611/0-5-8 Max Horz 9=319(LC 12) Max Uplift 9=-61(LC 12),6=-263(LC 12) Max Grav 9=633(LC 1),6=668(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-688/91 BOTCHORD 8-9=-382/661,7-8=-217/433 WEBS 3-8=-93/399,3-7=-590/307,2-9=-727/36 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 15-9-0 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,with BCDL=1O.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except Ot=1b) 6=263. 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. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11110-7473 rev.1010312015 BEFORE USE. Design valid for use only with Mi fek6 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 MR building design. Bracing Indicated Is to prevent buckling of Individual truss web andlar chord members only.Additional temporary and permanent biackng MiTek• Is always required for stability and to prevent collapse with possible personal injury and property darnoge. For general guidance regarding the fabricallm storage,delivery,erection and bracing of trusses and buss systems,seeANSI/TPI l Quality CrBerlo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety InformaBon ava lc"e from Tutus Plate Institute,218 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , r Oty Ply T12501339 14622TO T37 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:13 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-Vg5JyCUkl8OJU7ENdTKZcEyBaBPtcNdLdG33ifyJKoW 2-3-13 7-10-11 13-9-0 14-2T8 2313 5-6-14 5-10-5 5- 4 5 Scale=1:51.6 3x4 I I 6.00 F12 11 4x5 3 4x5 10 2 2x4 11 I Im 0 9 8 12 13 7 6 4x5= U5— 4x5= 0-H 5-1-4 13-9-0 1 -28 0- 5-0-14 8-7-12 53 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 7-8 >903 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.51 7-8 >328 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 6 n/a n1a BCDL 10.0 Code FBC2014JTP12007 Matrix-AS Weight:94 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 1 Row at midpt 4-7,3-7 REACTIONS. (Ib/size) 6=531/0-5-8,9=55310-4-3 Max Horz 9=278(LC 12) Max Uplift 6=-251(LC 12),9=-30(LC 12) Max Grav 6=587(LC 17),9=553(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-520/75 BOT CHORD 8-9=-351/376,7-8=-214/356 WEBS 3-8=-73/264,3-7=-481/303,2-9=-650/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-9-0 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,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except(jt=1b) 6=251. 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. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for cm individual[wilding 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 Is' bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addition"temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible persrxrd krf rxy and properly damage. For general guidance regarding the fatxicatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/M I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712501340 14622TO T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:13 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU t-VgSJyCUkl8OJU7ENdTKZcEyC 18PIcObLdG33ifyJKoW 5-10-11 11-9-0 12-2r8 5-10-11 5-10-5 5 3 4 Scale=1:51.6 3x4 I I 6.00 F12 4x5 i 10 2 9 o 4x5 i 1 ao Ico 8 7 11 12 6 5 2x4 I1 45— 5x6= Ig-6 3-1-4 11-9-0 1?-2r8 0- 3-0-14 8-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.17 6-7 >828 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.47 6-7 >302 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 5 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:83 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6,2-6 REACTIONS. (Ib/size) 8=473/0-4-3,5=451/0-5-8 Max Horz 8=237(LC 12) Max Uplift 5=-240(LC 12) Max Gram 8=477(LC 17),5=506(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-346/4011-8=-541/50 BOT CHORD 7-8=-305/144,6-7=-229/281 WEBS 2-6=-374/322,1-7=0/364 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0 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,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 5=240. 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. WARNING-Ver//y daelyn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mlr-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.Ths 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 appllcablity,of design parameters and properly incorporate this design Into the overall ;� building design. Bracing kxiicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erecllon and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon avallable from Truss Plate kistitute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type City Ply T12501341 14622TO T39 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. TUG Nov 14 07:32:14 2017 Page 1 I D:89MAmGcpAocREjRHM09SodyuBU t-_sfh9YVMoR W A5GpZABro9RUM9XpOLgbUrwodESyJKoV 3-10-11 9-9-0 1 -2 3 10.17 5 it 613 Scale=1:52.6 3 4 3x4 11 6.00 12 3x4 i 9 2 8 2x4 11 1 lm 10 11 6 5 O 7 3x5= 4x5= 01-6 9-9-0 1 -2 8 0.0-6 9-8-10 0-5-8 Plate Offsets(),Y)-- [6:0-2-0,0-2-8],[7:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.25 6-7 >482 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.63 6-7 >186 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) -0.00 5 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:73 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*Except* WEBS 1 Row at midpt 3-6,2-6 3-6:2x4 SP No.2 REACTIONS. (lb/size) 5=371/0-5-8,7=393/0-4-3 Max Horz 7=196(LC 12) Max Uplift 5=-228(LC 12) Max Grav 5=424(LC 17),7=414(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-221/319 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 9-9-0 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,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 5=228. 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. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMN-7473 rev.101032015 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 If ss system.Before use,the building deslgrrer must verify the applicability of design parameters and properly Incorporate fhis 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 stabiktty and to prevent collapse with possible personal Inkxy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Sleet Sulte 312,Alexandria,VA 22314. Tar>pa,FL 33610 Job Truss Truss Type ' Qty Ply 712501342 W22TO T40 Common Supported Gable 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. TUB Nov 14 07:32:15 2017 Page i ID:8eMAmGcpAocREjRHM09SodyuBU1-S3D3NuW_ZlfljQOlkuM1 hf1I5xFZ4KGe4aYAmXyJKoU 7-2-4 14.4-9 7-2-4 7-2-5 Scale=1:26.1 5x6= 6 5 7 6.00,r2 4 B 21 22 3 9 2 10 1 11 FF1 F� 171 F1 1� 0 3x4_ 20 19 18 17 16 15 14 13 12 3x4 - 14-4-9 14-4-9 ---- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 11 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-4-9. (Ib)- Max Horz 1=-88(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)17,18,19,20,15,14,13,12 Max Grav All reactions 250 Ib or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 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)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-2-4,Exterior(2)3-2-4 to 7-2-4,Comer(3)7-2-4 to 10-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,18,19,20,15, 14,13,12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,11. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is Ih7so•a only upon parameters shown,and is for an Ixiividual 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 indlvkival truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with posstrue personal injury and property damage. for general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety IMormalion available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexanckla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12501343 14622TO T41 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:16 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-wFmRaEWdK3nuLayylcuGEsZjBLS?pminJEHkI_yJKoT t7-8 7-1-12 14.3-8 166-8 8- 7-1-12 7-1-12 230 Scale=1:36.0 8x10 11 3 6.00 F12 i4 15 16 2 4 13 Lj 5 N h 6 6 1 2x4 II 5x12= o `v I 5x12= -. 0 -3-7-B7-1-12 14-3-8 16 6-8 3-7-8 7-1-12 7-1-12 2-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.46 6-9 >515 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.27 5 n/a n1a BCDL 10.0 Code FBC2014lTPI2007 Matrix-AS Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 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 JOINTS 1 Brace at Jt(s):6 REACTIONS. (Ib/size) 1=813/0-3-8,5=803/0-3-8 Max Horz 1=118(LC11) Max Uplift 1=-199(LC 12),5=-205(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-364/136,2-3=-1329/462,3-4=-1378/480,4-5=-351/152 BOT CHORD 2-6=-307/1271,4-6=-307/1271 WEBS 3-6=0/300 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-3-5-12 to-0-5-12,Interior(1)-0-5-12 to 7-1-12,Extedor(2) 7-1-12 to 10-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=199,5=205. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1Qh731201S BEFORE USE Design valid for use only with MllekU connectors.This design is lased 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 IndWiduci fruss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is dways required for stability and to prevent collapse with possible personal injury and property damage. par general guidance regarding fine fabrication,storage,deiWery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon avdlabie from Taus Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712501344 14622TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:16 2017 Page 1 I D:SeMAmGcpAocREjRHM09SodyuBU 1-wFmRaEW dK3nuLayylcuGEsZngLappkmJEHkI_yJKoT 0-9-0 6-0-0 Q&0' 6-0-0 0 8 0 3x4__ 2x4 11 2x4 11 Scale=1:29.9 1 2 9 3 10 4 5 Li I B 7 6 3x5 3x4= 2x4 I' 6-0-0 6-0-0 Plate Offsets(X,Y)-- [8:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:48 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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. (Ib/size) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-221(LC 10) Max Uplift 8=-284(LC 8),6=-99(LC 9),7=-287(LC 9) Max Grav 8=254(LC 18),6=162(LC 2),7=429(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-399/486 BOT CHORD 7-8=-324/334 WEBS 2-7=405/405 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ff;B=45ft L=24ft;eave=4f;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces i£MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 8=284,7=287. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component not a trlAS system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Wit building design. Bracing indicated is to prevent buckling of Indtvidual truss web and/or chord members only. Addilional temporary and permanent bracing M iTe k 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 bracing of trusses and truss systems,seeANSI/TPll Quality Critedlo,DSB-89 and SCSI Building Corrponont 6904 Parke East Md. Safely Information available from Truss Plate kutitute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12501345 14622TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:17 2017 Page 1 ID:8eMAmGcpAocREjRHMOgSodyuBU1-ORKpnaXF5MvlykX8sJPVn46_PIv2YCgwXu1 HrQyJKoS -0-8-06-0-0 6-8-0 0-6-0 6-0-0 0-8-0 3X4— 2x4 11 2x4 11 Scale=1:27.2 1 2 9 3 10 4 5 Li 7 6 2x4 II 3x4= 2x4 11 6-0-0 6-0-0 Plate Offsets(X,Y)-- [8:0-2-8,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verlicais. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-198(LC 10) Max Uplift 8=-248(LC 8),6=99(LC 9),7=-250(LC 9) Max Grav 8=227(LC 18),6=162(LC 2),7--401(LC 17) FORCES. (Ib}-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-330/417 BOT CHORD 7-8=-290/299 WEBS 2-7=335/335 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 8=24817=250. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 11,1I1-7473 rev.10/032015 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 ap fAicability of design parameters aril 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 peisonal hW and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tear systems.seeANS1/TPII Quality Criteria,DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safely Informalion available from Taus Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tarnpa,FL 33610 Job Truss Truss Type City Ply T12501346 14622TO V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:17 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-ORKpnaXF5MvlykXBsJPVn4604lv2YDywXu t HrOyJKoS -0-8-0, 6-0-0 6-8-0 0-8-0 ' 6.0-0 3x4_ 2x4 11 2x4 I Scale=1:24.5 1 2 9 3 10 4 5 8 7 6 2x4 11 3x4= 2x4 11 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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. (Ib/size) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-175(LC 10) Max Uplift 8=215(LC 8),6=99(LC 9),7=-218(LC 9) Max Grav 8=202(LC 18),6=162(LC 2),7=377(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-269/356 BOT CHORD 7-8=-256/264 WEBS 2-7=-273/273 NOTES- 1)Wind;ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b) 8=215,7=218. Q WARNING-VWW design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERA NCE PAGE UB-7473 rev.laft 2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overdl building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible,Personal tyrry 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 SCSI Buliding Component 6904 Parke East Blvd. Safety Information avc9able from Taus Plate"tute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ally Ply 712501347 14622TO VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:18 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU 1-seuC?wYtsgl cau6KP 1 wkJHfC99FW Hgn4mYmgNsyJKoR -0`06-0-0 6-B-0 , o_,,_() 6-0.0 o-e-o 3x4_ 2x4 11 2x4 11 Scale=1:21.7 1 2 9 3 10 4 5 I Li 8 7 6 2x4 11 3x4 2x4 11 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 HOrz(fL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Harz 8=-152(LC 8) Max Uplift 8=-186(LC 8),6=99(LC 9),7=-190(LC 9) Max Grav 8=186(LC 18),6=145(LC 1),7=302(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-215/303 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(l)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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)6 except(jt=lb) 8=186,7=190. A WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 11,1II-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is Lxised only upon parameters shown,and is for an irxdividual[wilding 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 be' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fabricatim storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I QuaSty CrBeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intomtation available from Tam Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 � 1 Job Truss Truss Type city Ply 712501348 14622TO V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep/5 2017 MiTek Industries,Inc. Tue Nov 14 07:32:19 2017 Page 1 I D:89MAmGcpAocREj RHM09SodyuBU 1-KgSaCGZVd_9SC2hXzkRzsVBP1 Yb1080D?C W OvlyJKoO 0-8 0 6-0-0 0-8 0 6-0-0 0 8 0 3x4= 2x4 11 2x4 I Scale=1:18.6 1 2 9 3 10 4 5 8 7 6 2x4 II 3x4= 2x4 it 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:36 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 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-129(LC 8) Max Uplift 8=-162(LC 8),6—99(LC 9),7=165(LC 9) Max Grav 8=168(LC 18),6=145(LC 1),7=284(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-169/257 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-0-8-0 to 2-4-0,Intedor(l)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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 lb uplift at joint(s)6 except Qt=ib) 8=162,7=165. Q WARNim;-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.taAD312015 BEFORE USE. Design valid for use only with MidekU connectors.this design is Lxnsed only upon parameters shown.and is for an Individual building companent,not a buss system.Before use,the bulking 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 Mffok* 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 busses and buss systems,seeANN/71I CuaYty Criteria,DSB-89 and SCSI Building Comporwnt 6904 Parke East Blvd. Safety Inhom dIon available born buss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type City Ply 712501349 14622TO V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:19 2017 Page i ID:8eMAmGcpAocREjRHM09SodyuBU 1-KgSaCGZVd_9SC2hXzkRzsVBPtYb108UD?CW OvlyJKoO .0-8.0 6-0-0 r 0-8-0 6-0-0 3M= 2x4 11 2x4 II Scale:3/4'=1' 1 2 9 3 10 4 5 Li Lj Lj 8 7 6 2x4 I 3x4= 2x4 I 600 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 ntr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-P Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 SP No.3 REACTIONS. (Ib/size) 8=145/6-0-0,6=14516-0-0,7=264/6-0-0 Max Horz 8=106(LC 11) Max Uplift 8=-141(LC 8),6=99(LC 9),7=-145(LC 9) Max Grav 8=152(LC 18),6=145(LC 1),7=269(LC 17) 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;8=45ft;L=24ft eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 except Qt=lb) 8=141,7=145. A WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev,10103/2015 BEFORE USE. Design valld 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 rue,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the over!" wt building design. Racing kWlcated Is to prevent bucking of kldivldual taus web and/or chord members only.Additional temporary and permanent bracing M iTe k Is!ways required for stability and to prevent collapse with possible person!Inn ry and property damage. For general guidance regaxalng the fabricatbn,storage,dewery,erection and bracing of trioses and buss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaMon avcdcble from Taus Phyte institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tarrya,FL 33610 Job Truss Truss Type City Ply 712501350 W22TO V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:20 2017 Page 1 ID:BeMAniGcpAocREjRHMOgSodyuBU 1-o00yOcZ70HHJpBGjXRyCOikaOyx51bnNEsFxRlyJKoP F 0 8- 6-0-0 are o0 6-0-0 o B-0 Scale=1:14.0 1 2x4 11 2x4 11 20 2 9 3 10 4 5 I 8 7 6 2x4 11 2x4 I 2x4 11 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 5 rl/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=152/6-0-0,6=152/6-0-0,7=25016-0-0 Max Horz 8=-83(LC 8) Max Uplift 8=-114(LC 8),6=-113(LC 9),7=-99(LC 9) 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)Vasal=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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 lb uplift at joint(s)7 except(jt=1b) 8=114,6=113. V WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.M031015 BEFORE USE Design volld for use only with MlTekG connectors.This design is based only upon ixxamelers 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 M(Te k Is always required for stability and to prevent collapse with possible personal inkay and property danage. For general guidance regarding the fabrk:atlon,storage,delivery,ereclkm and bracing of trusses and truss system&see.ANSI/1PI l QLKOty Criteria,DSR-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information avdlable from Truss Institute,278 N.Lee Street Suite 312 Alexandria.VA 72314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12501351 14622TO V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:20 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-o00yOcZ70HHJpBGjXRyCOikbtyx5lbnNEsFxRtyJKoP -0-8-0 6-0-0 6-8-0 0 8 0 6-0-0 0 88 0 Scale=1:14.0 1 2x4 11 2x4 11 2x4 11 2 9 3 10 4 5 1H Lj 8 7 6 2x4 11 2x4 I 2x4 11 6-0-0 6-0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 4 rl/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 rVa n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-R Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 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. (lb/size) 8=153/6-0-0,6=15316-0-0,7=248/6-0-0 Max Horz 8=-60(LC 10) Max Uplift 8=-108(LC 8),6=107(LC 9),7=-98(LC 9) 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=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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)7 except(jt=lb) 8=108,6=107. Q WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE Design valid for use only with Milekr)conrx-ctors.This desian is txjsc l only ulxOn parameters shown,and Is for an individual building component not a truss system.Before use.the building designer must verify the apt 41cobility,of design parameters and properly incorporate this design Into the overall No' building design. Bracing Indicated Is to prevent buckling of individual truss web aril/or chord members only. Addllonal temporary and permanent bracing MiTek Isalways required for stablNy and to prevent collapse with possible personal Injury and property damage. T-or general gt/daice regardYg the fabricafbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TDI I Qucdty Criteria,DSB-89 and SCSI BuNdkng Component 6904 Parke East Blvd. SaWy boormallon avalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Terga,FL 33610 r � Job Truss Truss Type city Ply 712501352 1462270 V09 Valley 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 07:32:212017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-GDaKdyal9bPARLrv59TRxwHmvMHJU22W SW?V_ByJKoO o-s-o 3-0-0 6-0-0 s-a-o 0-8-0 3-0-0 3-0.0 0-8-0 Scale=1:14.0 1 2x4 11 2x4 11 2x4 11 2 3 10 4 5 8 7 6 2x4 2x4 11 2x4 3-0-0 - - - 6-0-0 _ - - 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 4 rl/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R 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 No.2 except end verticals. WEBS 2x4 SP Ne.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=164/6-0-0,6=154/6-0-0,7=246/6-0-0 Max Horz 8=-37(LC 8) Max Uplift 8=-104(LC 8),6=-104(LC 9),7=-98(LC 9) 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. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-Oto 6-8-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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)7 except(jt=1b) 8=104,6=104. 0 WARNING-Ved1y design parametere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.1aV=15 BEFORE USE , Design valid for use only with Mllek&connectors.This design B based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and rxoperly Incorporate this design into the overall wt building design. Bracing Indicated Is to prevent buckling of Individual in=web and/or chord members only.Additional temporary and permanent bracing M(Te k Is always required for stability and to prevent collapse with possUe personal Injury and property damage. For general guidance regarding the k1xicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1I Quality CrMarlo,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SaWy Intormallon avalcUe from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa.FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3j" Center plate on joint unless x,y p y 4 offsets are indicated. �� (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or x-bracing,is always r TOP CHORDS � �•' ys squired. see Bcsl. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS c 4 may require bracing,or alternative Tor I j O _ Y 0 bracing should be considered. = 3 ' j O 3. Never exceed the design loading shown and never a °b Q U stack materials on inadequately braced trusses. 00 4. Provide copies of this truss design to the building C78 c6-7 <:`,r, des' ner,erection supervisor,property owner and plates 0-'aa"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 MTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Comber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead bad 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 MiTe&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. 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. W1 0 is not sufficient. BCSI: BuildingComponent Safe 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:MII-7473 rev. 10/03/2015 OFFICE COPY Project Summa Job: Lot 57ABCC Date: � Entire House By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax 904-278-0366 Email:korey@mcgowansac.com Web:www.mcgowansac.com Pro*ect 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 Notes: The Davenport Bonus 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 34467 Btuh Structure 26696 Btuh Ducts 4430 Btuh Ducts 5454 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 38897 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32149 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/3337 cfm Structure 7472 Btuh Ducts 955 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 2883 2883 Equipment latent load 8427 Btuh Volume(ft') 28606 28606 Air changes/hour 0.55 0.33 Equipment Total Load (Sen+Lat) 40576 Btuh Equiv.AVF (cfm) 262 157 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0480000A0 Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 30 °F Total cooling 46000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=29°F Backup: Input= 11 kW, Output=38430 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriQt�t�ait' 2017-Nov-2212:14:16 •-• •- -> --->---•-• Comfort Builder by Wrightsoft 18.0.04 RSU03444 Pa9e 1 ...s\Davenport Bonus 2883 Left S-Lot 57 ABCC.rup Calc=MJ8 Front Door faces: S N First Floor 0 0 O 01 3"Fan 8x12 ' 6x12 7. ti ,.%. 8 44 geJ$ 12 x 12 .. 8" 6212 7" 10x6 18x24 16" 12x12 Mir 6x 0 6' S3raac, 4x 8 O 12x6 1010 9' 7 10x6 18x18 10 5" 10x10 12" 19 12" 6x12 14"®12" 18" 18x18 7" 4 � 14" 10 z 8 attic •u' 8" Sup Riser 12" M,>lfatli;. 18" 6x 12 3"Fan 7., Job#: Lot 57 ABCC McGowan's Heating & Air Conditioni... Scale: 1 : 128 Performed by Saldie Guintivano for: Page 1 Steve Merten 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft 160 Cape May Ave. Jacksonville,FI 32256 18.0.04 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2017-Nov-22 12:15:56 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com korey@mcgowansac.com ...us 2883 Left S-Lot 57 ABCC.rup www.tolibrothers.com smerten@tollbrothersinc.com N 2nd 12x6 12x6 7 7. 14 x 14 14x1 attic 12. Sup Riser 12' 12" bed 4x6 6x12 [b3 j 3"Fan Job#: Lot 57 ABCC McGowan's Heating & Air Conditioni... Scale: 1 : 128 Performed by Saldie Guintivano for: Page 2 Steve Merten 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft 160 Cape May Ave. Jacksonville,FI 32256 18.0.04 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2017-Nov-22 12:15:56 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com korey@mcgowansac.com ...us 2883 Left S-Lot 57 ABCC.rup www.tollbrothers.com smerten@tollbrothersinc.com Manual S Compliance Report Job: Lot 57ABCC e Date: Entire House By: SaldieGuintivano l+e McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 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: 32149 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 8427 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 40576 Btuh Indoor RK 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Sensible capacity: 32714 Btuh 102%of load Latent capacity: 8921 Btuh 106%of load Total capacity: 41635 Btuh 103%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 38897 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Output capacity: 35642 Btuh 92%of load Capacity balance: 29 °F Supplemental heat required: 3255 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 11.3 kW 99%of load Temp. rise: 57 °F Meets all requirements of ACCA Manual S. WYIgMLC' O 2017-Nov-22 12:14:16 ... ...,-a--.<.-.-.. Comfort Builder by Wrightsoft 18.0.04 RSU03444 Page 1 s\Davenport Bonus 2883 Left S-Lot 57 ABCC.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: Lot 57ABCC WillEntire House By: SaldieGuintivano �tf0- wo McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 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 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 0.269/0.121 in H2O 0.269/0.121 in H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 504 ft 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 2 h 1137 41 31 0.119 4.0 Ox 0 VIFx 36.0 190.0 st6 Bed 2 h 5290 190 112 0.115 7.0 Ox 0 VIFx 43.7 190.0 st6 Bed 3 C 1471 56 64 0.118 6.0 Ox 0 VIFx 37.2 190.0 st6 Dining C 2288 91 100 0.118 7.0 Ox 0 VIFx 43.4 185.0 st6 Foyer h 2383 86 74 0.113 6.0 Ox 0 VIFx 42.6 195.0 st6 Great-A C 2174 82 95 0.077 7.0 Ox 0 VIFx 73.0 275.0 st5 Great-B C 2174 82 95 0.079 7.0 Ox 0 VIFx 66.2 275.0 st5 Kitchen h 4519 163 161 0.077 7.0 Ox 0 VIFx 72.7 275.0 st5 Laundry C 901 17 39 0.110 5.0 Ox 0 VIFx 49.0 195.0 st3 M wC c 12 0 1 0.096 4.0 Ox 0 VIFx 49.1 230.0 st4 M.Bath h 2765 100 87 0.115 6.0 Ox 0 VIFx 43.5 190.0 st3 Master C 1964 76 86 0.095 7.0 Ox 0 VIFx 52.4 230.0 st4 Master-A C 1964 76 86 0.098 7.0 Ox 0 VIFx 45.1 230.0 st4 Toilet C 74 3 3 0.113 4.0 Ox 0 VIFx 43.0 195.0 st3 bath 3 h 1261 45 43 0.134 4.0 Ox 0 VIFx 30.5 170.0 st7 bed 4 C 2222 84 97 0.139 7.0 Ox 0 VIFx 28.5 165.0 st7 clst c 47 1 2 0.097 4.0 Ox 0 VIFx 48.5 230.0 st4 loft c 2600 104 113 0.133 7.0 Ox 0 VIFx 37.9 165.0 st7 loft-A C 2600 104 113 0.131 7.0 Ox 0 VIFx 39.8 165.0 st7 wrightsOf'C` 2017-Nov-22 12:14:16 M ._.« ., ry Comfort Builder by Wrightsoft 18.0.04 RSU03444 Page 1 Ic ...s\Davenport Bonus 2883 Left S-Lot 57 ABCC.rup Calc=MJB Front Door faces: S 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 338 366 0.131 466 12.0 0 x 0 VinlFlx st2 st5 Peak AVF 326 350 0.077 642 10.0 0 x 0 VinlFlx st4 st4 Peak AVF 480 524 0.077 667 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 598 653 0.077 610 14.0 0 x 0 VinlFlx st1 st6 Peak AVF 464 382 0.113 591 12.0 0 x 0 VinlFlx SO st1 Peak AVF 1062 1034 0.077 761 16.0 0 x 0 VinlFlx st2 Peak AVF 338 366 0.131 466 12.0 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 0 505 567 151.7 0.080 1626 8.0 Ox 0 VIFx rt1 rb3 Ox 0 236 155 156.3 0.077 534 9.0 Ox 0 VIFx rt1 rb1 Ox 0 660 678 145.2 0.083 485 16.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1400 1400 0.077 792 18.0 0 x 0 VinlFlx " WrightsOft- 2017-Nov-2212:14:18 .e Comfort Builder by Wrightsoft 18.0.04 RSU03444 Page 2 s\Davenport Bonus 2883 Left S-Lot 57 ABCC.rup Calc=MJ8 Front Door faces: S Vft Static Pressure and Friction Rate Job: Lot 57ABCC Date: aI _h � Entire House By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 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 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.01, Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total • Supply Return (ft) (ft) Measured length of run-out 14 14 Measured length of trunk 59 28 Equivalent length of fittings 275 115 Total length 348 156 Total effective length 504 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.077 OK 0.077 OK Return Ducts 0.077 OK 0.077 OK Fitting Equivalent Length Supply 4AD=60, 11 C=40, 11 G=S, 11 C=40, 11 G=S, 11 C=40, 11 C=40, 11 G=S, 1A=35, 11 G=S:TotalEL=275 Return 6L=20, 11 C=40, 11 G=S, 11 G=S, 5E2=35, 11 G=S, 11 G=S:TotalEL=115 wrightsoft• 2017-Nov-22 12:14:16 «• .,..... m- .:,. Comfort Builder by Wrightsoft 18.0.04 RSU03444 page 1 ..s\Davenport Bonus 2883 Left S-Lot 57 ABCC.rup Calc=MJ8 Front Door faces: S FLORIDA ENEt . EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Pmiea dame: Atlantic Beach County Club (Lot 57) budder Name: Toll Brothers street 1895 Atlantic Beach Dr Permit office: City,State,zip: Atlantic Beach. FL. 32233 Permit Nunmer. O nar Design Locegmx Judsdicfion: VO l ' 2$97 Envelope Leakage Test Results Leakage Characteristics Regression Data: C. 11. R. 2545 Multi Paint Test Data: CFM(50):HO USE PRESS ELA. FL01/V: Pa 25515 chrl EgLA: Pe cfrn ACH: Pa cion ACH(50): 5.4 Pa cfm SLA: Pa �(gg lope tighenes r and insulatiochild i stallation sham be mnsit a lut acceptable when tested air leakage is less ansevenairchanges per hour(ACH)when law whin a blower door at a Pressure of 33.5 patted Pa).Testing shall occur after rough in and after installation of penetrations o1Ne building envelope,including penetrations for utilities,plumbing,electrical,tie ruafion and mmbeslion appliances. O dng lesl'vg: 1.Exterior windows and doors,fireplace am shove doors shall be dosed,but not sealed, 2.Dampers shall be Mead,bd not sealed irdming exhaust,intake,makeup air,backd2ft and flue dampers; 3.Interior tloors shall be open; 4.Exterior openings for continuous ventilation systems and heat recovery venfilaton:shag be dosed and sealed; 5.Heafirg and codlog system(s)shall be turned off, 5.HVAC duds shall not be sealed.and 7.supply am return registers shall not be sealed. I hereby certify that the above envelope Florida Building Code requires leakage performance results demonstrate testing to confirm envelope leakage oFSRE St4j� compliance with Florida Energy Code be performed by a Class 1 y��' requirements in accordance with Florida Energy Gauge Certified e Section Table&1.1.2. i' G Energy Rater. Certified Florida �a Class 1 raters can be found at: Signature: http://energygauge.coMsearch.htm Printed Name: Daniel Brohl ooD WE 11"� Florida Rater Certification P. 2501093 BUILDING OFFICIAL: DATE: 11/9/2018 DATE: EnegyGauge®USA-FlaRes2010 section 405.4.1 Compliant Software