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140 8th ST 16-SFR-1416 permit _SyLYf ss‘rLf ;#41tr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 s / 0i,19r' SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-1416 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $1,100,000.00 Issue Date: 8/1/2016 Expiration Date: 1/28/2017 PROPERTY ADDRESS: Address: 140 8TH ST RE Number: 170327-0000 PROPERTY OWNER: Name: PETTWAY, REBECCA T Address: 140 8TH ST GENERAL CONTRACTOR INFORMATION: Name: ELITE CUSTOM HOMES & RENOVATIONS INC Address: 2304 Peach DR Phone: 904-686-4818 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $1,440.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $2,880.00 WATER CROSS CONNECTION $50.00 Total Payments: $4,520.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BE:ACII ORDINANCES AND THE FLORIDA BUILDING COI)I.S. • rf`a, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) I r � �.- ,°�, `•� 800 Seminole Road / C C�,^ A it - Atlantic Beach, Florida 32233-5445 l!J J I Phone(904)247-5826 • Fax(904)247-5845 l':!.01119%- E-mail: building-dept@coab.us Date routed: / _ IAI City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 '10 BL QjTK T - Department review required Yes No (� �Buildinq) _ Applicant: � YE LSTrOrn L—vrn� /arming &Zonin� REs Tree Administrator Project: IGA())E (ne GDE ublicor Public Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 NOTICE OF COMMENCEMENT State of ,/ ) i`l? County of loll Vct, } Tax Folio No. 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 COMMENC 14ENT. Legal Description of property being improved: ,6— j6 25" ,. - C/vb /',1i9.gor— p r , O7 121-13 Address of property being improved: / .-.1-it, J _ j I' Bet;c L JP.:77 General description of improvements: /UCiv /Irf e Owner: 4, KO Address: (�LN,rn 13%1jd Owner's interest in site of the improvement: /key,' /76 / AYE S� Fee Simple Titleholder(if other than owner): Name: > Contractor: ":1-it i 4,15/00).- i6rce I ReKevcIdia,-5 ..1 h c-- Ci s l j/e Address: a , Olt Pecd>1__ �t.k.,f� „... c....-(�`v -1)t f C._ IOrc)4 IA2 4 6 Telephone No.: J� -66� 41.0q Fax No: 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: Address: Telephone No: Fax No: 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): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:a- i- 1)J4' 4/ Before methis / ate 77-- IL, r day of S V rt e_ ebtikibe Co ty of Duval,State _yam, TONT GINDLESPERGER Of Florida,has . .nally appeared ':,_ MY COMMISSION#FF 924951 Personally Known: ,, EXPIRES:October 6,2019 Produced Identification: _ or *.?� '-•ft'S`� Bonded Thru votary Public Underwriters Notary Public: _% v_ �' My commission expires: ea O=W2LIM V' Doc#2016149957,OR BK 17618 Page 335, Number Pages:1 Recorded 06/30/2016 at 10:05 AM, 41 Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY City of Atlantic Beach APPLICATION NUMBER - ' "PP.. - Building Department �� „y (To be assigned by the Building Department.) r_ = le) 800 Seminole Road j / - �� Atlantic Beach, Florida 32233-544 1 (0' Phone (904)247-5826 • Fax(90 47jw 2 1 101 E-mail: building-dept@coab.us Date routed: or Z City web-site: http://www.coab.us MINEMNIM BY: APPLICATION REVIEW AND TRACKING FORM Property Address: ,z(0S-rk �t7 Department review required Yes No (building-15 Applicant: EL( 7 �� ,,,, ( �y-iC C 'tanning &Zonin• n � Tree Administrator Project: Ew ( ( e RGS Eki ublic o R.s> Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants • Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. fenied. (Circle one.) Comments: lei Mud_/ � �,4 o BUILDING �P" h!� c PLANNING &ZONING / n� Reviewed by: ('.<:,/,�% j Date: b-�f- TREE ADMIN. Second Review: I Approved as revised. pp ❑Denied. PUBLIC WORKS Comments: (affew4PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,44" �_� �� Dater 2 2-//'‘ FIRE SERVICES Third Review: ❑Approved as revised. [ i1 Comments: Reviewed by: Date: Revised 05/14/09 �s�,'��J; City of Atlantic Beach APPLICATION NUMBER :-.#.•' ,a Building Department flEcItJ (Tobe assigned by the Building Department.) : 800 Seminole Road �w �� Atlantic Beach, Florida 32233-5445 I (Q` E.^ A Phone(904)247-5826 • Fax(904)247-584 SUN 2 2016 \91119%- E-mail: building-dept@coab.us Date routed: / Z 1 40, City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM -rk sProperty Address: HO �j ( 7-- Department review required Yes No rbuildinD Applicant: P( Y Q (7STt ry-1 HjrnE.S tanning &Zoniri Tree Administrator Project: l\)€ A. ( - RGA, o , ' -ublic Walk's- ----ir.--Public Utilities Public Safety Fire Services Review fee $ 5-' Dept Signature /C t Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants • Division of Alcoholic Beverages and Tobacco Other: APP CATION STATUS Reviewing Department First Review: I VApproved. ❑Denied. (Circle one.) Comments: BUILDING - / PLANNING &ZONING Reviewed by: w' G (2-3/(c- TREE L.Lr Date:ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. Ale IC WORDS Comments: 'UB IC UTILITIES P BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14/09 r,..t\dy\:_ ✓�' Erl CITY OF ATLAN 1TC BEACH :' �..5., lV 800 Seminole Road '-' 45%.;: : �' JUN 24 2016 0 Atlantic Beach,Florida 32233 J Telephone(904)247-5800 FAX(904)247-5845 'r1D.gl BY: REVISION REQUEST SHEET Date: t ')y')l' Received by: Resubmitted: 1 `�c E IK- 19 I Permit Number: I Ce-SP-12-14 1G, —. Original Plans Examiner: Project Name: Rc y f' *5caev.& V._ Project Address: 11-10 $th Skvf! Contractor: 5a,'.eb A. Ke.1 ' Contact Name: EA'iC Cvg 4j6. C6 4 4 ems; Contact Phone : �j'OS►-1bV4-4 t� 'Contact e-mail: ,0X� A� Revision/Plan Check/Permit Fee(s)Due: $ �rfr Low Description of Proposed Revision to Existing Permit: bv ®t om F(4K • Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) go,k5 el /4 il .y affirm that the above revision is inclusive of the proposed changes. ..., - 7-0i,-------- 1(-/-1 K-- Signatu - o F'ontractor/Agent(contractor must sZincrease in valuation) Date or Office Use Only Date: U ( `!(( V Approved: 4‘'''k-- Rejected: Notified by Plan Review Comments: Ur' L-r r y A-/(2ovA-t, Department review required Yes No 2'46— � )��' Building Planning &Zoning Tree Administrator Pu ks ✓ Plans Examiner Public Utilities G /2//( 6 -Public Safety Fire Services Date Created 8/20/15 Rev.2 S`an?�. City of Atlantic Beach APPLICATION NUMBER t > --'� Building Department (To be assigned by the Building Department.) Jr�,i..-. i, � 800 Seminole Road j .5v - �,. Atlantic Beach, Florida 32233-5445 I Ca- E--: - A Phone (904)247-5826 • Fax(904)247-5845 I -401 jr E-mail: building-dept@coab.us Date routed: / Z 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 110 S-1* (K7" Department review required Yes No C� Buildmi) Applicant: &A Y Q. 0,,,,,,,, 1Ulyl�, --- fanning &Z tr Tree Administrator Project: 1\DEw (A LE= k� (3 — 'ublic or Public Utilitie Public Safety Fire Services Review fee $ Dept Signature • Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants - Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 6,1Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:.4. ).....,,. .(./......'.4.....----- Date: 7/u TREE ADMIN. Second Review: DApproved as revised. ❑Denied. / PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 0.1 , y :-, k 's CITY OF ATLANTIC BEACH s PUBLIC UTILITIES � 1200 Sandpiper Lane �,t ATLANTIC BEACH,FL 32233 �J1319'`' (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: G-2/ - /e Project Address: / Cf S-7724:111-7— No. of Units: I Commercial Residential t7 Multi-Family ? sr New Water Tap(s) &Meter(s) Meter Size(s) v/t New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /(- 5-F72- /4867 Water System Development Charge $ Ar &A(f ,1 Sewer System Development Charge $ ,e--- Water e'Water Meter Only $ //o c'l c/ -' ifr-te b, Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SO, OD Other $ TOTAL $ SO, v() I APPROVED: Kavle Moore,PE l (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ._; • i''� BUILDING PERMIT APPLICATION J �r CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 :/-u ti7''' Office: (904)247-5826 • Fax: (904)247-5845 i / - n _ i4 i Co Job Address: /410 �\` €tc eeA Permit Number: Legal Description 6a-l b-i club •it Pr�" '/ RE#_ off f,6 92— /73-6 � .�� a�� f Valuation of Work(Replacement Cost) $ /<14t/b Heated/Cooled SF 5716 Non-Heated/Cooled :,-95— ■ Class of Work(Circle one): el Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Resid-i •. • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No 4; • 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: f n , 1\o'&- Florida Product Approval# S"e C. 6))l?&* for multiple products use product approval fonn Property Owner Information Name: A N \f) k Vy Address: `7j� oG��v /J/vd. City .1-k.+14-,e• \ O'- / Stated Zip %719-33 Phone 90 11- qt./ •- FWg E-Mail Chaha✓i(Gwv©a e'1.Gdvl/1 Owner or Agent (If Agent,Power of Attorney or Agency Letter Required) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: Name of Company: �� ,,,,`` - �^_ s 1 iiip Y: �' C' 1�7(��+ l "+) �' 1�Qualifying A ent: ��i✓i k Address: g 304 - l P�tl e- City �-aaOi ujIe State Zi ,/'f- 44,Z Zip Office Phone qQy p.:33— L-1( 30 Job Site/Contact Number 900- 6 ?6 -'e State Certification/Registration# e E C 121614 1'1 E-Mail t _•h .1-foc Kik 6�t : ,6)i"‘ Architect Name&Phone# {rf/f4/rte y p:/�'d5 999- y'62 ,36i? Engineer's Name&Phone# 4%qr( 5rt"r 96o fo 4'-- fit:;-.2'C J Worker's Compensation / .-&y Exem / 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period o/'six(6 months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work Plum ng, Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. Signature of Property Owner: ya _ Signature of Contractor: ' 7 Before this e m of .,� .,4., . O - Before me this i �� D. _ a "OD 1, _ � _ . Notary Public: PAM!"+,.L _ Notary Public: • TONT GINDLE "`y FF 924951 _ I hereby cer ';a`:atYYi t /t ap.#on and know the same to be true. �� •:fct. AiANtsiNRl It ' t.s 1 d ordinances 1-0- •€thi.f. '".i' lb , ,, I.mplte, with whether specified herein or 11 11. ti ra uqt ► t t es 1 t presume tog`^to 11'40 ' dial, ---•1 provisions of any other,fe eral, state, or I•!`? v:� git VAMW t • e performance)---- --;t:40 Thm Notary Pubic UMerm�t Bonded 6 S y,,,,:„J� TREE & VEGETATION AFFIDAVIT g rteT, City of Atlantic Beach � '. A0 Department of Community Development 51ii �r Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 '�-t J;31>'' (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) [egal Authorized Agent* NAME OF APPLICANT aa_vte.s A - K&\ 1ey NAME OF COMPANY Ell.-i-lf.' (:->)s44w- iA \mss 4 V1.OJd1;4%0\ --) ADDRESS OF COMPANY 04 ��c.Ak .,.-(:.\)e �CaG,6e,61_04,1 r 1, ,3:22q -I— PHONE Rvc,23,3- // cXELL glz/'686L7E / EMAIL . ,0x6;41-01.4 6,I 6.-4,. -ko, •:v` CONTRACTOR CERTIFICATION NUMBER C i3 C /,2 6-024 2 7 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY /4'O -/-->t 5 d---- If —if an address has not beenassigned to this property,contact the AB Building Department at(904)247-5826 to requestaddress. LEGAL DESCRIPTION 25--- 2 /G �5- 2 5 1 1s �' 30 'b 4Y ' / I LOT f)- .4- ( J BLOCK SUBDIVISION G/"C7 YU,* --- REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or ad' nt properties in conjunction with this project. ../t,- SIGNATURE OWNER SIGNATURE OF OWNER Signed and sworn before me on this/ %E ay of V cite 204 co State of F County of 4 UU Vq_� Identification verified: n Oath sworn: r Yes r No 70NI GINDLESPERGER Cr� /(1) .___:_____--. :' " MYCOMMISSION*FF924951 Notary Signature _.. fo .• o; EXPIRES:October 6,2019 "�';io;•;:V Bonded Thai Notary Public Undetwriters My Commission expires: RE ' !, ' t�:Ly;. CITY OF ATLANTIC BEACH 1 £ lS+� DEPARTMENT OF PUBLIC WORKS J ",'S� 1200 Sandpiper Lane •",-,) Atlantic Beach,FL 32233-4318 f AAA TELEPHONE:(904)247-5834 �r FAX:(904)247-5843 www.coab.us x1J;31>'� CONTRACTOR: DATE: 6-24-16 Elite Custom Homes&Renovations,Inc. PERMIT# 16-SFR-1416 2304 Peach Drive ADDRESS: 140 8th Street Jacksonville,FL 32246 /_a Atlantic Beach,FL 32233 Email: jkconstruction64@yahoo.com PERMIT APPLICATION FOR NEW H ME Your permit application has been d i by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order t at we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ✓**Provide drainage plans showing site topography(flow arrows, etc.). *All runoff must remain on-site. Cannot raise lot elevation. • . . . - . ••ff gets • . . er retention . - . . - •--how-overflow gets to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required, a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shapell's, Sunshine Recycling and Waste Pro). **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Building Department Perrone, Jennifer C. To: jkconstruction64@yahoo.com Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 140 8th Street Attachments: Plan Review Comments 16-SFR-1416.pdf Permit application#16-SFR-1416 for 140 8th Street is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for 4 our Department. Thank you, Jennifer Perrone Administrative Clerk City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone (904) 247-5834 Fax (904) 247-5843 email: jperrone@coab.us ;S; S Comp. By: SRW r si Date: 7/22/2016 '>r Public Works Department City of Atlantic Beach Permit No: 16-SFR-1416 Address: 140 8th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff M C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 10,110 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 3,961 10,110 1.00 0.39 Pervious 6,149 10,110 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 10,110 x 9.3 / 12 V= 4,023 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 10,110 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,351 10,110 1.00 0.43 %ISA = 43.0% Pervious 5,759 10,110 0.20 0.11 Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 10,110 x 9.3 / 12 V= 4,265 ft3 Required Storaqe Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,265 - 4,023 DV= 242 ft3 Retention MASTER WATER RETENTION 7/22/2016 /• rl�-1�Jrj, Comp. By: SRW Date: 7/22/2016 Public Works Department City of Atlantic Beach Permit No: 16-SFR-1416 Address: 140 8th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ftZ) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 0.0 Addition = 390 S/F d=depth to ESHWT= 6.5 NO WATER RETENTION REQUIRED pf= pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 0 ft3 Supplied Treatment Volume= 0 ft3 Retention MASTER WATER RETENTION 7/22/2016 o 144/ / --11;e 1Y/b Lbs An)))) x rot i4 ff ��d //D 1/07,1e 6b X 9i' ; ."00 al/ xa = /92 31 % 6P1 _ (It /r ( / }}It .. I 3fz2 e 34t4 I • z _ Af6P0 I t2/44404-Assei V3.17 _ I 44 Yt4 I x - x l , __12404a0(5 ty to. r -Z16 1,-,2 - y2y (A9a, b g -= I 3 0 I A ' > 1/3.111 f 64_ I ' ; NO wArKif Orewr/o AAOM,a lr - .,,...„.,..,.. fY. r't iary � : K '_ r' CITY OF ATLANTIC BEACH 800 Seminole Road 904-247-5800 Ji;l�r Atlantic Beach,Florida 32233-5445 Fax 904-247-584 SITE DEVELOPMENT PERMIT (for filling, grading or topographically altering land) PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date 6" 1 ? _ lc. C t PERMIT# Job Address I I/0V a k -1 ISSUED BY THE CITY Permitee: 1'e-%g • til. ¢ fjrea4/10= Telephone# 909 d 9C-4/�f� Permittee Address: 3'04 i'e4�h iJ S(.1(..50i Uti`I i e_ r-L, 3 2.2 4-6 Email Address 31KeCoft-4(1)&40r 64 1440,6,4t Fax Number: //A Requesting Permission to commence site development involving the following activity: /2/c rgffIN. ) K Pc4 /j G'd j Al/ rot CDS ��12to '"7 Fr Location: (Reference to Cross-Street) ©604',2 13Iv a The following permits have been submitted Tree Removal Demolition THIS APPLICATION I UDES ALL NF M T N REQUI D BY THE CITY'S SITE DEVELOPMENT PERMIT CHECKLIST (Must be signed by Applicant) 1. pplicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. 2. Any work proposed in City rights of way or easements shall be subject of a separate Right of Way and Easement Permit Application. 3. All work shall meet City of Atlantic Beach, City of Jacksonville or Flor da epartment of Transportation Standards and be performed under the supervision of `5-40/90 KbI/4 (Contractor's Project Superintendent) located at /ypV4 b f Telephone#: 5:19V-6W-4/0g 4. Calculations showing any increase in impervious area on owner's lot and / or in the city Right of Way are to be included with this application. 5. 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. 6. This 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. 7. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: Date: (O 1I�"//(4' . Before me this L CO day of 0 c‘ rythe County of Duval, State Of Florida,h s personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: Q O 00 — do0 —` S $©� Produced Identification: may,. TONI GINDLESPERGER i FF924951(.:7.,..::,:......,, �: : MYCOMMISSION 2019EXPIRES:October6`^y. I d' Bondad Thru Notary Pubk und�"'^�n TO: Doug Layton,Director City of Atlantic Beach, Public Works FROM: James Kelley Elite Custom Homes&Renovations Inc. DATE: 6-17-16 SUBJECT: Construction Management Plan 140 8th St Atlantic Beach,FL 1) Parking will be on the property as noted on the Construction Site Management Plan(CSMP). 2) There will not be a construction trailer on this site. The unloading and loading area and material storage are identified on CSMP. 3) Location of chemical toilet is identified on CSMP and will be located on owner's property with door facing construction project. 4) Dumpster location is on CSMP and an approved dumpster company will be used. 5) Traffic control pattern is shown on the plan with entrance to property. Adequate parking is available on the street. 6) The site will be cleaned and picked up for all debris including construction material and all other trash regularly. 7) If a city inlet falls within the driveway,owner will adjust top of inlet at owner's cost. 8) Concrete driveway will be 5 inches thick,4000 PSI with fiber mesh from edge of pavement to property line(in right of way). Reinforcing rods or metal mesh will not be placed in city ROW. 9) Right of way will be restored to its original condition. 10) Any utility cuts in road made by contractor with be overlaid 10 feet in each direction from the center of the cut. - - - - - - --- - -- - - - Permit Attachment of for - - - - - - - - - - - Permit# issued ,20 Atlantic Beach,FL 32233 Owner's Name: Property Address: R.E.#: Subdivision: Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this i day of t !y ,204 by Atlantic Beach, Florida, a municipal corporation organized and existing under the lawt of the State of Florida, hereinafter referred to as "CITY" and 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 of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Opsov 4 I 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 the USER, said notice to USER shall be given by certified mail, return receigt, requested, to the following address: I'oG The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. 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." Page 1 of 2 • The USEr to making any changes from the roved appplane and/or ,,,e d,m�btain writtcn approvalom the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure 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 rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this Z ( fday of I Ad 20!(', By: /. Property Owner (to be signed in p ce of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 1,0- day of J V1\•/\ , 201( personally appeared before me, a Notary Public in and for said County and State, M111.11\111 . Peal , the property owner of 140 g li ST ,Atlantic Beach,Florida,known to me to be the person(s)described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Shied (10(4k County a D u voo Notary Public in for said County and State (u n.o, D v_f al (O' n� Subscribed tad sworn Worn me on n]21)1:4 i� PAW CITY OF ATLANTIC BEACH, FLORIDA, a *'111111 municipal corporation: "1 Approved: �. G)P0*TAR y �" 9cS''i: • Comm.Ex 2 MY 05 20020 —•; • • ••• ,Public ` orks Director No F 9, 3,073 / Q For Permits where city sidewalk is impacted, �i P..B.''' � City Manager approval required: �i g, OF l O% 11111 Nelson Van Liere, City Manager Page 2 of 2 ECEIVE �,iyti' '" CITY OF ATLA IC BEACH - ---- �, , '^` ri �� CONSTRUCTION R W I Y HTS OF WAY AND_EASEMENTS ' '' 800 Seminole Road 904-247-5800 uioo'', Atlantic Beach,Florida 319,3-5445 Fax 904-247-5845 PERMIT# PLEASE SUBMIT(2) I COMPLETE SETS OF PLANS WITH APPLICATION. Date -7- 2 1 - / I ISSUES BY THE CITY 1 aiiiv Job Address X 4 0 k� • C42 e, E-mail CH AO 44A/1 �®4o . Permitee: Aiv , A1 1, R GI --'Telephone# 01/— c'9 y - Eri 9 Permitee Address: P 0(44-1) 0,4 Requesting Permission to Construct: q()e ' e.C' 1 `N e Wa r/ � Location: (Reference to Cross-Street) IJe01i Ave -- Q C14-V i iiA. 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • A Letter of Notification was mailed to the following Utilities I Municipalities: O- / tW 1044 e/ Jacksonville Electric Authority Yes (4 No ( ) Date: /,- ill £ Bell South Telephone Company Yes (i) No ( ) Date: 1 '- " Ferrell Gas Yes( 1 No( ) Date: Comcast Yes(2r No ( ) Date: .' 2. 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 of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permitee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or FloQrid e rtment of Transportation Standards and be performed under the supervisio of -3-610&r..5 /4 .I .el CT, (Contractor's Project Supe intendent) located at ;7304/ / td, pr ,cvr Q XA hf. (e Telephone#: "/- 6' %' 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. 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. 6. 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. 7. This permittee shall commence actual construction in good faith with i 10days. 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. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder ` Ill t Ilill�oresaid rights and privileges. ‘0 0,t[hFOr et9r of Public Works shall be notified twenty-four(24) hours prior to starting work and again immediately • `��MY Comm ▪ t ' ' gg4BO7% R : a Date: 'I2( Before me this 2) Sh day • S:•�o. G•pF`E*ft'w\ in the Co my of Duval, State Of Florida, has personally appeared ee i••............... Jho. cZaA Notary Public at Large, State of Florida, County of Duval. My i�i'''`_ OFF fission expires: S' t- rt d Produced Identification: Personally Known: /1/11 1111 - Revised 7129115 r S- ,......A.,,./-„, ', , Comp. By: JK i✓ _ Date: 6/16/2016 j'-!---u;119./.- } ''us3»f. Public Works Department City of Atlantic Beach Permit No: Address: 140 8th St Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 9,953 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,961 9,953 1.00 0.40 Pervious 5,992 9,953 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 9,953 x 9.3 / 12 V= 3,999 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,953 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,388 9,953 1.00 0.44 Pervious 5,565 9,953 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 9,953 x 9.3 / 12 V= 4,263 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,263 - 3,999 DV= 265 ft3 Retention-310 Roy retention plan 6/16/2016 71111111 ,1M..- S��/j=lJ ., %" k4e _ :;. Comp. By: JK : ` \f\ Date: 6/16/2016 t,, _________;) Public Works Department City of Atlantic Beach Permit No: Address: 140 8th St Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 13.3 625 0 BOTTOM Average 5" Depression +/- 13.5 625 0 TOB Elevation Area Storage (ft) (ft2) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A*d*pf A=Area= 625.0 d= depth to ESHWT= 2.0 pf= pore factor= 0.3 Inground Storage= 375.0 ft3 Required Treatment Volume= 265 ft3 Supplied Treatment Volume= 375 ft3 Retention-310 Roy retention plan 6/16/2016 TREMRON I WE MAKE EASY `1110 • ______ sk laik , I it! i • . -=� 111111-4'mk 1r 0 47:- I 1 1 1 . ,*,„,.•„ ,, . .. •,. t,.. 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'ttil‘ '0 k ' il ' '' ' , 7,, : ,,, . ,T, I ? — +�, , : O zs a +7 O I! r f J 9✓r t 4 N Y; z g m \ N Zn ;-..',-v,. , t E, „ , ,. / ..-10- .1. ,',1 doe 4 i I „ f ' ! , P P, N V O $� a ;13 /ff I .c D p ' r tV, ''1 , /I✓ ` \ 1 L O y is, 3 . -. 1 er / . ,A,4'. 3 a $ o '' '",;',/ . �,.,'"9- 1 „11"i, o E c u p / s T' c '06_ , 3y n c 8 J C i r ...i '`......,,,.,...1 1. \iki...,:tIsr: - c t 7 . , .., ,, „, . , . ...,.. , 7-1- > CU ;2 .... 04 i , '''''” ‘, ' t *tOtort;:i . ,.., - 0., r.P., T { m v rr715 . j t rE v o ma m D E c u m w ` 1 \ • �:.. ; (n In ° 3s i al- 0 1 1 1 1 1I --�S01'39'30"W -—-- 100.46'---T-- n I\I1 11-cm 1 THE EASTERLY 23.55 1 � i N I FEET OF LOT 13 1 co 0 It ( NO1'34'01"E 101.15' FIELD ) 1 a Z� 4 • : 101'39'30"E 101.22' 1 it �yr� r. ■—K-I ■---5—� �( 4. ji FTE 0... I 1„ UvJ ��vJl CI --- t 2w n a „ 1 NU x x * ,1 , ` ` h1 tV ; le- m a �� 1 1 x x 1 c— N^ �So r Woi`-- cC� , � ► o �g et 4 T ► WJ O I 1 m a so 0 n LOT_13 _ _-_ --1-- " rn UJ x o X ---g----7,1• -LOT 12 x A 1 S.--- W x = a If-3 ; 14(4 1in 1 goon y/ rNi1n 4.____.- 1 c� 1 1 w "C4 In ,nom ^ ► gtZ u°;N a M� 3 ";n M 1 A- z = z x x x 1 ! h ; 00(' � 2 x 1 ti� ► � �� ► i. in I �� 111 C ;gi n ' S. - •a �'\ "E e'woad 103.62' 1 0 x g 4'06 1 - x I„t�3 ( SO4 1'05"E 103.64' FIELD ) 1 ^IC: 1 :..),_\, 1 THE y�ESTERLY 23.69 1 N FEET OF LOT 12 1 1 w. \_____. 104.38'__-�-�- N04.06'39__W __--- - 1 i 1 _-- I 1 1 I I 1 ► 1 1 - 1 i 1-- 1 $1 ► 6 1 ' 1 t d t 'Cl /J r 7, 1 7,, 1 ' 1 ' �P� 1 i 13 �� /" '/ (G I I ,4r S!....A.6r,'; BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 4`;t Office: (904)247-5826 • Fax: (904)247-5845 ` C- FR y 14 ( G Job Address: /140 ;1)-4-\ c€tc e e Permit Number: Legal Description 0-16-61 5 aqf •?3a (1424.49r fl-'4 (46423 1A# &/? a 'w-/2,5 6 Valuation of Work(Replacement Cost)$ /141//o Heated/Cooled SF 37/h Non-Heated/Cooled /5475- • Class of Work(Circle one): de Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial esid • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No 410 • 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: I tie ,p �O e Florida Product Approval# S'ee 6h 1* for multiple products use product approval form Property Owner Information /� Name: 4 111,i1) f pC tiIDy Address: `7 d 06C-441v ID)fv C- City -{-k,rl}t`U / Staten Zip %7 -33 Phone 901i_ 21 qt./ Wq E-Mail ChaUhatil WA/0642 1,COvVl Owner or Agent (If Agent,Power of Attorney or Agency Letter Required) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: Name of Company: EI► CAN, -f Reah,00ro • // t'�Qualifying ��h't� f7 /�1� Address: ).304 e 1e- City �� pp u j(e State Zipfr/�- - 4-t Office Phone �tQ`{ a33 l-}( 3� Job Site/Contact Number QaLj— 6�6�q4;1 ce State Certification/Registration# C R G )2 6 b'-%.2q E-Mail . keoh 5�l-roc.A101. 6",t j �/QJa).et,/t Architect Name & Phone# lrti/1om iz,�(' , 9ov- 5' 2163 6 9 Engineer's Name & Phone# / /qic ,5f1 6o ffe 9- %-rya) Worker's Compensation / Exetn / 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work Plum ig, Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. Signature of Property Owner: Signature of Contractor: j ' Z..-..._ Before this /'�" y of III _ ... .......' . to , Before me this I ibillir _ a • .r I c Vr , \a- i Notary Public: / i1�► NotaryPublic: ,E g9,r, -r-o GINOLE .• R Y • e i FF 924951 I hereby cert it-; f�{, i�Jlati i , t ;: t . ap,inon and know the same to be true.— q� •:pct. Af�N16i 071, itordinances I .�:ythi.fe" , .•.1 / 1 imp ie, with whether speciitted herein or ' .l_ -aPIDN�9Mt ec t presume to g 1,6•%.,.. .',ri-, tie 't., lial, • • _.r..._,--• provisions of any other federal,state, or l• it ,.v. ou 14I41i t .4N- .c performance • -:• , . .'51%41Y JBonded Thru Notary Pubic • 6 ti OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY App Ica' e Co l es:2l I LO V JA I T O Review Result (circle one)• CApproved, Disapproved Approved w/ Conditions Review Initials/Date: /11(' 9.6 Development Size Habitable Space 3.7/6 S.F Non-Habitable Impervious area Miscellaneous Information Occupancy Group E —3 Type of Construction V 6 Number of Stories 2- Zoning Zoning District g_S- 2 Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: I ty n n' • •• -P w N � cm — O Oo J FIN to !-a N 4 N C4trC4C • , o • • • • . = Ocl, C , CD C ,• '5r CA CD A • ct, tn. • ',It i g. • zP • , . p O ONCD nH co , 0 CA ?-n CD % o it TC w . v —i i .9 t , d a A Z. HI1_I rr O a 9 too d i o 0 1 m 1 y • LJ o 0 P - i a 6 6, CZ • W N ~ O p 00 �1 vi p W N - �--` jtiCy y v rn v, W A O a b 5 oo '� y o uap ' wo v4 - oo n y g vp rn CD `` °o o ate' r§ `o r' ,�� rn CD 0 con 0 0 o rm. r• 'Y- 0 J c 2 , 1 • bpo 0 , -' o a •• CDN) . tt t1 o ' O Z CD / 0 A) o A) " = 4 � ,51 � f' z a. ?� r v� .o o w o - o � O0 CD p �C Z ! `� C ,c via o tbrJ 5 6 a. a vaCI G a z '° o wgl) o a. 5H co ‘ 1Q c.-0(.. 1 C \ c23.. C/3 1..t .... •-• to a r .1 `. ¢ o 'CDe C� C Yc co C \, G a- CDy , ` 2. cD 5.o 0 tri '� CI CD 5 a a. �, a ,.0 o C _ °, co a C w cs o o c 0 CL CD cra 0 foa- �(� 0 V o C F, Li a. 0.� 3. �, q ‘-. .) CD 1 P c 1 n co CD v y s ... "•••._., , • CDo 4 (S"\ C. \ 0_ . -,(4 . 0 0 `,1 A. °a `CS n \ a 0 * co ti O E. CJ .1 0- C a °' . & Vk A) o a co ! , a co ch Ii 0SET BENCH MARK. M AGN/AD 1 g 88AVEMENl ELEVATION = A.11.64 N. 8}h STREET ROAD ` PAVED x12.44 50' RIGHT OF WAY x12.15 x11.95 x 11.70 x 11.56 CURB 1 ' DROP INLET CONCRETE GU R ORATE a XX ' x12.8 x12.3 11.09 a IRON x11.9 WOOD POWER FOUND 1' 7 - x 11.6 102.60' FIELD ) , POLE• PIPE. CAP IB3 x 12.1 ( 585'32'15"W -�- _ ,�5„ .,F,O2.6 13.5 23.69' I STORM MANHOLE° S85°3 . 13. AUA IRON • . x 1 6.0 C ' 51.3 ND 1/2" ^ ✓" 13" ' PIPE, NO CAP 12.6 51.31 • \- :3.69' � � � �,-.JJ,-JJJ 1 ', l WATER METER 12.5 10" PALM - -I - - I 12" PALM 4 z ' I - - x13.6 u) x 1 .7 1 .1 .-, 0 1 BUILDING RESTRICTION LINE W Z (.i I 25'� r 1.8' CO O - -1 W 0 x13.1 01-- 9" BA +I 0 o m m 0 --I CA a, m p - mm S (nva1r0.4' N I � D m m o tz.s oma+ I LOT 14 1 13.8 m x13.5 �T 71 m � Y ' x13. px O -1 m4' S" JAPANESE PLUM Z 4 �l O -r‹ Tl m -- l N Cx r O� o $ I >I WW v+ v x 12.9 1 -1 rn m' 13.0 O v UI 8 ,N '� z ' I ' N cG 4 (.,4Cu NCD m .� I x13.5 13. W . xI 13.41 I • N •4 x12.9 I - - _ - - - i 23.78��-- - I 13.5 _ _ - - `. 10 UTILITY EASEMENT . tJ� OAK i...‘6.23' '� 2�:$7.'".."...0.2..... �� Foust) ON 0.2' 0.2'1„ 15" BAY 46.29' J 92.5 23_.71' � OCK WA�ti • • `„E 82.53' FIELD ) FOUND 1/2" IRON �4 ( N83'39'09"E PIPE, NO CAP , APPROVED it TOTES ' i‘g v 3 7 0 A BOUNDARY AND TOPOGRAPHIC SURVEY. .S ARE BASED ON THE NORTH LINE OF CAPTIONED 4G SOUTH 85'32'15" WEST, AS PER PLAT. ,47(...lb RESTRICTION LILNE PER PLAT. 0 AARK USED IS A MAGNATE IN THE CENTER OF OF BEACH AVENUE NEAR THE NORTHEAST CORNER OF UB MANOR. ELEVATION = 13.47 N.A.V.D. 1988 MARK: MAGNAIL IN PAVEMENT• SET 81NON H = 11.64 N.A.V.D• 1988 ELEV A h STREET LOAD / x,2.44 $�1 1 PAVED ______ ) x 12.15 50' RIGHT OF WAY\--->7 x11.95 x 11. 0 �/ • ' A CONCRETE CURB • x 11.56 T & GUTTER DROP INLET 11.9 x12.6 GRATE� 1. 1 .• ,�� x12.3 .2....21.........i_...--------1 1113 x 11.9 �,/� ..-7 POWER FOUNDCA 2 IRON _ _ �� FIELD ) POLE PIPE. x11.6 15'HI 102.60' ' 23.69' x 12.1 ( 58532' '�02.62 13.5 »W 51.31'•13.3 STORM MANHOLES S85'32'15 •• x1'•O `' , NO TROP 51.31 13" PABA gl -eiw�`�d E. CAP x 12.6 I 59' L I ME1ER '�0 WATER 10" PALM 12.5 0 v .,/�^' I 12" PALM Z- 1 I x13.6 � -- �I x1 .7 -- -� 1 .1 LINE - W z w 1 BUILDING RENIRIC110N co 25 r t.8' (� w 0 x13.1 DIO 9• BAY„ . i Oi Q O f l ill g1 •p --1 w ITj pi rn rn �Q NI I mm `I O) 0.4' 4 o o > LOT 14 1 fT1 O ��12.9 I x13.5 13.8-Pt" o 71 O rn Z7 1j •�'' x13. =I r0 H crl (5 g" JAPANESE PLUM a I ?t Z m �Is (51 �7 r j I xl 0 o W o O o8. x 12.9 I zl �I rn 13.0 \ N a' al N z ,3RI N N� -_1 °' I x13.5 -I r f 's I " 04 x 13.4 1 .i � z ^? .g I -I- - - - - x12.9 I _ - - ' 13.0 - - I - � - ,3.5x 23.78'�� - _ - - 1 3' FOUND IRON EASEMENT 46.2 - 10' UTILITY I8• USE OAK BLOCK WAU PIPE. NOR;� o.�' 0.2 ,5• B,Y 46.29' lir- Boo( 92.51 1 W O- 1483.42'00 E 92,53' FIELD ) 71' 09 23. aLOCK E -- ND 1�2• IRON �.4' ( 1483'39' FOU PIPE. NO CAP APPROVED JOTES '�`V� 001 fl A BOUNDARY AND TOPOGRAPHIC SURVEY. Wad ;S ARE BASED ON THE NORTH LINE OF CAPTIONED 3 SOUTHSTRIION 15" WEST, AS PER PLAT. 2./..711.-43 � �,/�� RESTRICTION LILNE PER PLAT. MARK USED IS A MAGNAIL IN THE CENTER OF OF BEACH AVENUE NEAR THE NORTHEAST CORNER OF UB MANOR. ELEVATION = 13.47 N.A.V.D. 1988 ED BY GPS OBSERVATIONS. SET BENCH MARK AS 1 , - i I I ' t �' 11 . I0 0 I I I I lalla I I - _ _ I �I- I Ac I - I 4 W i 1 1r. "., mama 1F i 1 , . Iii ; / -no I Y11,L dam. I ' ,a-iir I I "7„,7---- rL.---/ 1 1 \ / \ 82:111 I I „.,____:.... ..°4' ti oll, .,-,:_t__ I — ,,/ (\. i_ I I I I I M OEM ill 1 0 EPA I I' -n-�' ° !�— w I , -- — 17:-.1.,-,i-r-n-i; -weinaltagspoL. _. , n . u n u u s 1 i i n 1 1 I DENIED Q,e 1 P 1 I I 0 9 ,...2(..,00L � � 11 1 41 I I U POOL A// - ', _-_ _ - - __ - e— OUP" 1 . I � Z 1� I � F�1 W H P4 1 WO � 1 +� a I 1 W w wO:Pa' -- - - -- -- '".- - 1-I CA v) U I W W":7-"tjT � = I 1 i r4 0 Z S I r"1 a I I >II <4 (A.we.7I I O I 1 4,41 5'-b" tg 1- i iii 0iw r4 . 1714 14 ,n Icn I :1 c I 1 9 ,EL.4" I A& , 1 I APPROVED i'v b 1:7-c 0 elk 1 I 4110.,..... GARAGE. 1 \.. ...) I 7 -fbEz I U I0'-16" I a U Mcq a 1 �- --J —I ,7 nenx I DUMP6TER CAN I N w 51, Iy lii Q UW of *AO 1 u P4 1 1 i y ro ro n 1 o 00 J LA :P w N -- vN v1 w N "0 i ' 4 . A A d 'Vba � d (-) x o a z v) � � p ocr • � O 11:3 � ' a -onR. a C. a a aCA o " a = ADC o AD 0 '° 0 0 co O c d o A) CD CI) CA cor a- • oa -__ 8 H o ow w . 0 + - o 'd .: ..c A .. . � � od 7.. k... . 0 u) it gs2. pa 0.. .---: fa. Cl\ . a ....50-*-- , - , F r o E. <' `� O e IF (3-- ,P!. 0 CD d CAx arl PS a e) kil °o' , . td O r . . N pcJ 0 -3 �' '° �a x rCD -U ..< _ .- o Dc Co - < O • CD CD p. ,'=... E. ti �° o' co n to tii� s!...1 )\I _ goo . � x co, a. ►C,o , OOy a ao = o v cn (4 < 1 CD0Cq. I CD a C'1 y'' N � b • N • ' , p Q Q .s C/) '7'i .fl O O *ti o , 1 „cs 1 % U ,*, C � � tlQ O Ct 0 5 0,„ N QUN Cq N P- O r rp -t C N Ot. ,--) *% '%P - a 1' . R. 1 „, � d r� Iiiiiiil n il • r • till � I) ) MI ;°141 I SO9 r x X Y , 1 I L [TAILS --CC�+ r 2q C „5T ^ W I 2G . a J02G 8&"� °,. 2 34.; , HAL ED �°t ., , , �4G ,, J046 v 7, E IIt1i 02 55 m !01 'E B� �E g LLJ 2 � 8 B 6-07-14 7-00-09 01 w "a c j� t; q� 13.0 y. S �Y O N q,.01 �'J O neu iTrusCon lector Total List G01 , Q o E a �Manuf Product Qty 2-03-08 y a i 2 E.- 5 E 3 Simpson HGUS26-2 3 ` G01 -8 8 2 8 2 GI 4 4 W 84t:, I�lUS26 19 1 8m�.c °NAILED 28 $ G01 E m8Tt=om • 8 $m 5_c m B Simpson `JC37 6 5 •- q u, Jas$ .- > G01 -a-6v m- E N ° o asen O O 9 J? • a .�: i Y f C 7,4 E1 a p$ N Q C 11]Ti col g-13 ullgc ? 2 .11E8 .2 � co ��c $ ° c �'�3E8 ao� J02BI -'e02 if _S '' ,,,kb q"5-As a� 0; 5t �.; $ .ED 3 NKED 2E E ftogN. C > J041 S $ •• .�• , J0, 2 :6. m7_ c e °e �3 5m 38 //�� m pix �� 1 WPLED 6'- O'b{ 8 N4� Nm A ",m 10-W-06A e E °a E— `_' m ,, Lobi§ ~g `21a 0E3 J06A , ��J _- '- MM. o c��v ,an o a�i5 JO6G 9 - 8A N v ° ° rn � " s g S ir 1,15-02-00 coo .m z° _ e t ) J026 J04 i i n "CO a) J04 m m 'l1 �J06A i 0 /48,,, d � m oo C C BwLAX O O q O d . m E ►- 1- w `� I 6 J02 E v 0 Z Ce r,cr 5. "-' E :—, ,, c LU J C p c y c Jost) J04 V. N o 0 ua .. - rV t i H — ig !J1 c8 J$ Lu• I i . CIJ tj PIcn n E 0 , c u • € O TD :g C7 C t3 J04 .n > Q z`Q a o co O g A7'] a 0 o til2 O O y m v — w h a s w O W •y� 1115 ri S S u �o Q z F-,y IaTy c ��J V CO ua o• 8 W cc n- zc, g $ P N l!) oc � " o o a �. L,a 08 4♦... y-tM � 6 Z '� c 2 o, a Ia- W p o ,e 6.s IZ ,Z , CO 1 "' 0 4.I QQ///r`jQ1�' z n •Y 'E 2 t 2 W O Cl.) c c' co . `a- .., ❑ ro- Sig Esme`, O C Q pp 00 . Arm 0- C� N00 cqa� � m 00 N I vc8 - OW ›,c "r - a8 � r p U 03 .E ■9 `l U! ALL TRUSS TO TRUSS/LEDGER/BEAM CONNECTIONS NOT LABELED ARE NAILED PER TOENAIL DI 7-07-00 30-03-08 y Q2i1 7-05-08r r N 61 Hatch Legend 2"03-0sWall Height=9-5-0 �rr_Wall Height=10-0-0 � te•�� p��Wa1lHeight=8-40 02B �Q�, 2 I H I Cony.Frame Area By Others Q Ktii,/ N n A n 0 a a a C - a s a 7 �pa; `, O Y 10 ,'. ../ t.,___I i.E 6-00-00 _ g g , g ; g 1 g r g g ; ; - 4, g ,I 05 N NNNNNNNN NNN II : 110313262 I` t ,_;105 ' i 05 'L I .105 j� d 1' / 1 OS I- J05 m m A A A A A 11 " A m F r i .., / 11/ . �, li � B01 A I i I 1 1 i I b\ ,I i 1i h1I� Boa I r f :J04 II B24 .- i 625 \ ; . q q q q q q g \ B26 02 s a �S �`S �S �S �S 75 �S • 111.1r NMI! i _,,___ j 41. = - - - lin t::.0.11' 1 -1 ' 87-03 1 15-00.00 I. 14-09-01 '.41, i' :TAILS T — — ° • iG s ae E C Y1 QO f E c Q tl $ W n i Truss Connector Total List 18 C 8 c rr t W U m Manuf Product Qty A i;A p il Smi pon HUS 46 64 , Eam Simpson HUS26 10 m a b R mO LL 6 a5a, 2boo vg �I TJC37 2 ilb Eg i Ur03 HGUS7.25/SDS* 2 N m S� a� o N HGUS410" 12 � ° = %f = u n•I 1 •- AL •l -ion.. 1• F: I e $m ". ; O> o .Fg4.11-4_" aEEM �' I` Products -E 1,) ~ 91Q U , PIotID Length Product Plies Net Qty i 0.0;' E212 5 BM5 38-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 1 y s 2 V£ 5 BM2 32-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 21 2 0 1.30742 sa c ° BM1 24-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 - g 8 c m =o 5 BM7 24-00-00 onCENTER®LVL 2.0E 1 314"x 18" 3 3 a ; BM11 22-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 4 4 E p 2 k -,&§y m A g i BM10 18-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 6-a'64% 8 f " ,gf P 4 BM16 16-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 a =o q$ I51'. 1 22 0 g 8 :: BM4 16-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 ; m �c �Oa °�3m8 � 6� 8 BM8 16-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 A A g Iw�r 18; z t BM9 16-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 °2 E a r =-c 8 "o, Q g, R"' cE oS °yule ._ BM12 14-00-00 onCENTER®LVL 2.0E 1 3l4"x 18" 2 2 2 c a g $_° 3 e 3 BM17 12-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 'Et- q u 8 in£ m A Z w BM3 12-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 g g— m° 8 e E— i� $m r o o �6v g o� BM13 8-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 E _ 1-- .2.9 0 ' BM15 8-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 al v r o t a .-. 136,16 6,1 6 Q A BM6 6-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 m m z F 8 $ Z ii 1,a BM18 2-00-00 onCENTER®LVL 2.0E 1 3/4"x 18" 2 2 U b a 73 U) w a� • w 0 Z IY E SHOP DRAWING REVIEW DISPOSITION = w jJ c o • w 0 Iw t9 � V ATTENTION: Review of shop drawings is only for conformance with g w › N the design concept of the project and does not relieve the r :ntractor 8 7_1 J 01`--Etc) O O of responsibility for any deviation from the requirements c' :,,e shop 2 s w fx drawl s.Contractor shall determine and verify all field meas,ernents. Z Q N N 2 tT o jfA .--a--, N APPROVED ❑ RETURNED FOR CORhECTION a E CD IT—'c I h Ca P E O c •a, c ❑APPROVED AS NOTED 0 RETURNED WITHOut ACTION m d ""' -O 3'•0 5 1 N 2 gE' q Ip O : c � O n 0 NOT APPRt. tt 1 0 SEE TRANSMITTA, ..LITER 8 Y COMMENTS c\ _ J in BY DATE 8 to M I!) FL CERT.25 E ° �~ = co >� HULSBERG ENGINEERING,INC. 2$E f q w 0 CO c`h N. g ' 11481 JACKSO.AUGUSTL32R8.0202 E E.4 �O0 co < goo JACKSONVILLE FL 32258 :12°24'd C a c V, NM .-. A KW+ . C s y O w >7,, - — u▪m• E V 33 Elg �— 0 Oif c°�aa34 �m i— ALL TRUSS TO TRUSS/LEDGER/BEAM CONNECTIONS NOT LABELED ARE NAILED PER TOENAIL [ ; 4-06-00 y o U. LL 4 "M1 le) C� 6-08-01 d FG01 w 22-02-08 9-05-1512-06.09 / N FG01 1 o — G01 m _ _ __ FG01 ilik'ti VII F 19 Hus Sill HGUS410 F20 HGU6410 i F19 dl �-_-------- rus� � o HUi16FG01 �I F19 i Huns F20 ksc6i o FG01 His es l b —� F19 Husa61iiHusr6 F20 Husas� G01 m 'Was F19 If F20 HOJs76iSC,, N D FG01 BN111' 2-05-00FG01 o to •o q q �a o ••.- FG01 G ---M-;- -V 1 A 1 c8:, rFG01 OLP ' Ah.. I FG01 I JO 11 o g ca G01 J0'A r FG01 L. o o U. 0 0 E P. 0 0 2E 0 0 o L LL LL LL LL LL LL LL LL LL LL LL LL LL tL ,M.56 Al g FG02 `'r✓'Jsd10 B ' 15-02-00 I,--•,- -rr� 3 1I 11111 I i 4 15-11-00 1 4-01-00 tILL El IL LL -Li i_. i _._:_...- rte. .,.... .•._._.,.-••� .6 i: y ,--Limi gi ig-$i6o. E 15" cuc v , 4 J02 _ I 4 I Y 4 o /i II 0 0 0 0 J06I I u i i i u. r n .1, o c !-, si L _ - 11 r n,ter, '''-'j,: ,, 1 i i I i F16 J. F16 I `-4--- y—es--b"--"-- F16 .. ASI D gl i . r4I 11 !SIF16 1-•r i 8 g ' 0 11 3 6-00.00 J/ QQ 1-04-00(� � 1-"MI N N N N J _ L � �,. J(1` L JAI Z�- .67 I I 1 1 1 0 TAILS f ... _ 171 �— G01 1� ��9€ w °oEll '68 Ern G01 8ag13 §f LL610 001 B kY � );3g 0 i_. _ _ _ _ _ _ 1j "" 1G01 51Ea66A80'1" s,§ 1 5 0 d► �G01 A� � q �o,E � � HIXJs41 - Hus46 it g N f G01 Er L . k, m HJs6 r; G01 IIFBam2 803 a tb a,Ac-6u 7 ; 1 OFFICE COPY ALL TRUSS TO TR• S/LEDGER/BEAM CONNECTIONS NOT LABELED ARE NAILED PER TOENAIL DE g o 20.09-09 22-02-08 .- ' e . •, c ti0 . 9-05-15 12-08 O 4)J¢ $' Q,•`;' ‘4(;) ti0 r 4c ,::k• V WV F _ - pr .t, §; O 7 Hatch Legend Iu�a� — �s aUsas —— s' ca • >,'c Q*' ` !Wall Height=95-0 I I¢us w F19 us as b a sa+o F20 ti J =� �' I IIS a= _ . ,9 c 4 JQ . .,, 9 ,'4� i ,Wall Height=10-0-0 ®II Hus46 F19 us a6 us 46 JOQO oC : \ate O O@. �4.(,-4 � by Vitt, Wall Height=8-4-0 ��pusao F19 HL_,6°Hus46 F20 5 4i `)O „Ns. g;,`1°` I O OC, Q ,c0 1_ H I Cony.Frame Area By Others Ill II, F19 Hus HU,46 F20 \per �oa�o .4, O B 18 ¢ F19 t F20 HGUS7,,, ,'' h�c.. , o ; 1. I. .- - -`-' F�_` �P—��`r___4+ 1P _. el! . 717917 .1701C 7 7C7 C.a�,a Q QO •, 1 •��O- 1 0 \ �°— • • Qc.. ,� 1.1 I l y 8 o o 2 8 2 2 2 8 2 2 E 8 8 8 8 8 8 8 8 8 8 8 8 '� V I p LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL N 1 Q N C g IiI i - tiI ill AI ----- y L tai u_ u. h ill;f r . O 4- ' ;!:'n '9 '71" �I HGU6410 - S�l1liLi.. 51; �t S /• 'w HUS 441 I Hus46 F21 WS46 ii o i,i �Hus46 F21 H,s46 �� Id •- alus46I�ias43 F21 WS46Ls l046 F13 I '23Hus lr g USE F21 ,,,,s46 = F13 ii c 4 ait •46�Hus46 F21 Husary' _• - m F13 I F ab .1f •466 ' HuS46 F21 Hus4s L Al -.46 F13 ��¢ `" us,6litHus46 F21 ,,s46 t' 04— - T . . - C Hcusa+o I F15 z I9"s3 ° 1_AEr� -�11-• 00 HGHV U&L 1-03-00 Husz6 F15 1 n F22 H 46 Ae: ': .1' 2-00-00 — t F15 b' ! f i HUS46 It HU516 HJSiIi Qli '•• • c m F22 Hus 46 I, 2-00-00 L g Z HE46�i Husas T Al % o . ae F22 Hus 4B 1'HUSH 2-00-00 `�_ F22 HUS 461'. 2-0040 A11 L_1 4>0 . F22 HGusuo All;H � �� II .� g J04 '— . coii 67 g1. =• m• • m• m• • m• m , 15-00-00 I 15-02-08 r 16-04-00 r MITLumber design values are in accordance with ANSI/TPI 1 section 6.4 These truss designs rely on lumber values established by others- - . . OFFICE COPY MiTek RE: 16-020201 - ROY RESIDENCE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Elite Homes Project Name: Roy Residencde Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 140 8th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes 108 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date F- 8 o z z w y y O O 01 T8629057 A01 5/14/016118 T8629074 B01 5/14/016 „ , R cc 2 118629058 A02 5/14/016 119 18629075 B02 1 2 '.6 a "' ;,-1 _� 3 118629059 A03 5/14/016 ec. o m c ti w 5/14/016 120 1T8629076 B03 5/14/016 v -gE 8 R Q 4 118629060 A04 5/14/016121 118629077 1B04 5/14/016 _ ' E d o `\ E - o f, - 5 18629061 A05 5/14/016 122 18629078 B05 5/14/016: a 7_ , a o N A 6 118629062 A06 5/14/016123 118629079 B06 5/14/0161 y 8 _ = z' z "' g z -� W 5/14/016124 18629080 ,B07 Z W L8 T8629064 A08 5/14/016 25 T8629081 1B08 5/14/016 c 2 -2 ~a ~ ~c, W 7 18629063 ;A07 1 � 5/14/016 CC No a 9 I T8629065 i A09 5/14/016 126 118629082 B09 5/14/016 cr % ;, g E O 0 ❑U 10 1T8629066 A10 5/14/016 27 18629083 610 5/14/016 z a L n V 0 z N 11 18629067 1 A11 5/14/016 28 18629084 B11 5/14/016 ti d a - 112 T8629068 Al26 s o o z 5/14/016 129 18629085 B12 5/14/016 0 o A _ 13 T8629069�A13 i 5/14/016 130 !18629086 613 5/14/016 0 .E d s` z - ‘ W z 14 T8629070 1A 14 1 5/14/016131 T8629087 B14 5/14/016 N =4'= O o - ,Z,6 LL 15 T8629071 'A155/14/016 c L o cs o'W & W 5/14/016132 18629088 B15 16 18629072 A16i 5/14/016133 T8629089 B16 5/14/016 z v Q w Sc- W 117 1T8629073 A18 5/14/016 134 118629090 B17 5/14/016 K a a z ci H h 1,4 6 The truss drawing(s) referenced above have been prepared by MiTek ,,��.‘ "till. Industries, Inc. under my direct supervision based on the parameters �%. . (.e .,� provided by TrussMart Building Compts, LLC. :_.,,`Z` •E Ns�.;9i1,°.,' Truss Design Engineer's Name: Albani, Thomas ; :•� o 39380 My license renewal date for the state of Florida is February 28, 2017. - * = IMPORTANT NOTE:Truss Engineer's responsibility is solely for ;� •: STATE OF : design of individual trusses based upon design parameters shown :0.• <v on referenced truss drawings. Parameters have not been verified ,',,,�•�< O A 10 P•••,,.`� as appropriate for any use. Any location identification specified is ��''��,5/ONA1-E0�`�� for file reference only and has not been used in preparing design. i,,iiii,,,� Suitability of truss designs for any particular building is the Thomas A.Albani PE No.39380 responsibility of the building designer, not the Truss Engineer, MITek USA,Inc.FL Cert 6634 per ANSI/TPI-1, Chapter 2. 6904 Parke EastBNa.TampaFC33610 Date: May 14,2016 Albani,Thomas 1 of 2 RE: 16-020201 - ROY RESIDENCE Site Information: Customer Info: Elite Homes Project Name: Roy Residencde Model: Lot/Block: Subdivision: Address: 140 8th Street City: Atlantic Beach State: FL No. iSeal# 'Truss Name Date No. Seai# Truss Name Date 35 1T8629091 618 5/14/016 78 T8629134 'J04 5/14/016 36 118629092 619 5/14/016 79 118629135 1,104A 5/14/0161 37 1T8629093 ;1320 5/14/016180 118629136 JO4B 5/14/0161 38 118629094 11321 5/14/016181 118629137 JO4C 5/14/0161 39 118629095 1822 5/14/016182 1T8629138 JO4D 5/14/0161 40 118629096 B23 5/14/016183 118629139 JO4E 5/14/0161 41118629097 B24 5/14/016 84 T8629140 JO4F 5/14/016 42 T8629098 B25 5/14/016185 T8629141 JO4G 5/14/0161 43 T8629099 B26 5/14/016 186 T8629142 J05 5/14/016! 44 T8629100 B27 5/14/016 87 T8629143 JO5A j 5/14/016 45 J8629101 ;F01 5/14/016188 I T8629144 J05B 5/14/0161 46 118629102 I F03 5/14/016189 118629145 J06 5/14/016 47 118629103 J F04 5/14/016190 118629146 JO6A 5/14/016 4818629104 1 F05 5/14/016191 118629147 JO6B 5/14/016 49 ,18629105 F07 5/14/016'92 118629148 JO6C 5/14/016 50 118629106 1 F08 5/14/016 93 T8629149 JO6D 5/14/016 151 T8629107 F09 5/14/016 94 18629150 JO6E 5/14/016 [52 T8629108 F10 5/14/016195 1T8629151 JO6F 5/14/016 153 T8629109 F11 5/14/016196 T8629152 JO6G 5/14/016 154 T8629110 F12 5/14/016197 T8629153 JO6H 5/14/016 L55 T8629111 F13 5/14/016198 T8629154 JC03 5/14/016 56 T8629112 F15 _ 5/14/016199 T8629155 JC06 5/14/016 57 T8629113 F16 5/14/016 100 T8629156 JC06A 5/14/016 58 18629114 F19 5/14/016 101 T8629157 JC08 5/14/016 59 T8629115 F20 5/14/016 102 T8629158 JC08A 5/14/016 60 T8629116 F21 5/14/016 103 T8629159 JC086 5/14/016 61 T8629117 F22 5/14/016 104 T8629160 JC08C _ 5/14/016 62 T8629118 F23 5/14/0161105 I T8629161 i JC08D 1 5/14/0161 63 T8629119 F24 5/14/016 106 118629162 1 JC08E 5/14/016 64 T8629120 FG01 5/14/016 107 118629163 1 JC08F 5/14/0161 65 T8629121 FG02 15/14/016 108 118629164 J JCO8G 1 5/14/0161 66 118629122 1 FGO3 I 5/14/016 67 118629123 1 FGO4 15/14/016 68 118629124 1G01 5/14/016 69 T8629125 G02 5/14/016 70 118629126 1J02 5/14/016 71 1T8629127 JO2A 5/14/016) 72 1T8629128 JO2B 5/14/016 73 118629129 JO2C 5/14/0161 74 118629130 J02D 5/14/016 75 118629131 1 J02E 5/14/016 76 118629132 1 J02F 5/14/016 77 118629133 1 J02G 5/14/016 2 of 2 L6020201 ob Truss Truss Type Qty Ply I ROY RESIDENCE A01 [Hip 1 1 78629057 `` Job Reference(optional) . a TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:02 2016 Page 1 I D:CziXFeuon5090R4TET8wmZzd?rz-HpiN_oup?7DY867DNRG_dhmoi?OfMx6v8dcvi4zGuzJ 7-1-12 I 14-0-0 i 18-8-0 I 25-6-4 30-8-0 { 7-1-12 6-10-4 4-8-0 6-10-4 5-1-12 Scale=1:54.7 7x10= 7x10- 3tRI tea 14 4 5.00112 In 3 IPIr 15 001, 4x6% 4x6 2 S 1...!• ,` 16 S! 51 12 41 ry 3x4 II q 3x4 11 CI, I._• 17 18 9 19 20 8 11 10 7 3x4= 3x4= 5x6= 3x4= 5x6= 9-8-4 I 16-4-0 I 22-11-12 I 30-8-0 I 9-8-4 6-7-12 6-7-12 7-8-4 Plate Offsets(X,Y)-- (3:0-5-0,0-3-12),(4:0-5-0 0 3-121,p:0-3-0,0-2_121,19:0-3-0,0-3-0],[11:0-1-12,0-1.81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.21 10-11 >550 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.52 10-11 >221 180 BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:241 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10,4-9,2-11 MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1479/0-3-8,11=353/0-5-8,7=902/Mechanical Max Horz 11=291(LC 9) Max Upliftl0=-527(LC 10),11=-161(LC 10),7=-358(LC 10) Max Grav10=1502(LC 15),11=364(LC 19),7=913(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-14=-553/528,4-14=-553/528,4-15=-810/609,5-15=-896/595 BOT CHORD 10-17=-99/406,17-18=-99/406,9-18=-99/406,9-19=-148/608,19-20=-148/608, 8-20=-148/608,7-8=-271/711 WEBS 2-10=-516/408,3-10=-987/435,3-9=-167/541,4-9=-349/202,4-8=-122/265, 5-7=-967/490 NOTES- ```,11111111///j/// 1)Unbalanced roof live loads have been considered for this design. A. 0PS A• A4e//,� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=3111;eave=4ft;Cat.II; ,•�.r .••\G•E N S•••.�2�•i Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-2-9,Interior(1)3-2-9 to 9-7-15,Exterior(2)9-7-15 to �. $ ••• / i • 23-0-1,Interior(1)23-0-1 to 27-5-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 • -"" 3)Provide adequate drainage to prevent water ponding. ► k 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ : 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ='O•C------ - �!''fit between the bottom chord and any other members,with BCDL=10.0psf. `' .$T' E • ..,ter 6)Refer to girder(s)for truss to truss connections. •:C'j-: -c- - - • �(/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=527, i '• - O•••• \� `� 11.161,7=35a .i 0 A 1 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ///SS/ ........_�C`%• 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ///i3O N A;',`�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE*11-7473 rev.18032015 BEFORE USE. Design valid for use only with Mllekfs connectors.this design is bused only upon parameters shown-and Is for an Individual b uiding component.not a truss system.Before tee,the[wilding designer must verity the of licablity of design parameters and properly incorporate this deskln into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stadlity and to prevent collapse with possblo personal h R.vy and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/IPI t Quality Criteria,DSB-89 and 6051 Building Component 6904 Parke East Blvd. Safely Information available from Ines Plate Institute.218 N.Lee Street.Salle 312,Alexandria VA 22314. j Tampa,FL 33610 or I toss mise ype a • ROY RESIDENCE 186290581 16-020201 A02 Hip Girder ,I 1 1 1 Job ReferencefLoptional) .. e TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:03 2016 Page 1 I D:CziXFeuon5Q9OR4TET Bwmzzd?r z-IOGIC8uR m Q LPmG ipxanD9vJrg Pie 5 W q3M H LT E W z Guz I 6-1-12 12-0-0 20-8-0 1 26-6-4__ I 32-8-0 6-1-12 J 5-10-4 8-8-0 5-10-4 6-1-12 Scale=1:60.2 7x10= 7x10= 5.00 12 3 12 rsa w /5:213 4 Kr' till 4x6 4x6 2 5 fir ::: 3x4 II /47 3x4 I I 4 6 n n N 11 �0 14 15 9 16 17 8 18 7 5x12 MT2OHS= 5x8— 3x4= 5x8= 5x12 MT2OHS= TJC37 I 9-8-4 16-4-0 I 22-11-12 I32.8-0 Plate Offsets Y-- 3:0-5-0,0.3-12],[4:0-5-0,0-3-12],[8:0.4- 6.7 12 6-7-12 9 a a 9-8-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (ioc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.84 Vert(LL) 0.38 7-8 >729 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 ! BC 0.91 Vert(TL) -0.90 7-8 >304 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.32 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:244 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS'Except' end verticals,and 2-0-0 oc puffins(6-0-0 max.):3-4. 8-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-10,4-9,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 10=1702/0-3-8,11=286/0-5-8,7=1461/0-5-8 Max Horz 11-245(LC 6) Max Uplift10=-622(LC 8),11=-138(LC 25),7=-677(LC 8) Max Grav10=1702(LC 1),11=322(LC 17),7=1467(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-23/303,3-12=-588/387,12-13=-588/387,4-13=-588/387,4-5=-1152/574, 5.6=-327/219,6-7-293/189 BOT CHORD 9-16=-232/845,16-17=-232/845,8-17=-232/845,8-18=368/1030,7-18=-368/1030 WEBS 2-10=-447/298,3-10=-1225/463,3.9=-211/723,4-9=-605/278,4-8=-165/447, 5-7=-1081/460 NOTES- 1) 1)Unbalanced roof live loads have been considered for this design. •4%,,Q`�',•D S A• A 1 I. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=33ft;eave=oft;Cat.II; ,��i.Z. ••';G E N t•:'••'9��i� Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 . � F / i plate grip DOL=1.60 : Job iTruss Truss Type Oty Ply I ROY RESIDENCE i 786290581 16.020201 A02 Hip Girder 1 i Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:03 2016 Page 2 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-IOGIC8uRmoLPmGipxenD9vJrgpie5W g3MHLTEWzGuzl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Ven:1-3=-70,3-4=-70,4-6=-70,7-11.20 Concentrated Loads(Ib) yen:18=-536(F) 1la 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE Design valid for use only with MIIekt connectors.Ibis design Is based only upon parameters shown.and Is for an individual building component,riot a taw system.Before use.the b ulkIng designer must verify the applicability o1 doslgrn parameters and properly Incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent budding 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 Witty and property damage. For general aricknce regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems seeAN51/IPI I Cualy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate Institute.218 N.Lee Street,Shite 312.Alexandria.VA 22314. Tampa.FL 33610 Job ITruss Truss Type IQty Ply I ROY RESIDENCE 16-020201 A03 Hip I 1 I T8629059 I Job Reference(optional) . . TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 Mirk Industries,Inc. Fri May 13 14:30:04 2016 Page 1 ID:CziXFeuon5Q9OR4TEf'8wmZzd?rz-DGg7PUv3XkTGN PHcVslSi6r7Ko32ggSCbx50mzzGuzH I _ 10-0_0 I 16-4-0 22-8-0 - I _ 32-8-0 ----- 10.0.0 6-4-0 6-4-0 -- 10-0-0 Scale=1:57.8 6x8= 3x6 I 6x8= 5.00 NI 2 13 "• 14 z 3 _ 15 _ 16 "_ 4 II E RI 17 18 11 5x6; I 5x6,--."- IS 5va ifs t N 0 9 19 8 20 7 6 4x6 II 5x6= 3x10= 556= 4x6 I: I 9-6-8 10-0r0 16-4-0 22.8-0 I 32-8-0 9-6-8 0-5 6-4-0 6-4-0 10-0-0 Plate Offsets(XY)-- [2:0-5-4,0-3-121,[4:0-5-4,0-3-121,[6:Edge,0-3-8],(7:0.3-0,0-3-4),[9:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.23 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.59 6-7 >459 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:241 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.1 'Except' end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. 7-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-8,1-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 10=399/0-5-8,6=984/0-5-8,9=1531/0-3-8 Max Horz 10=-224(LC 8) Max Upliftl0=-188(LC 10),6=-392(LC 10),9=-534(LC 10) Max Grav 10=414(LC 19),6=984(LC 1),9=1531(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-682/604,13-14=-6811604,3-14=-681/604,3-15.681/604,15-16=-681/604, 4-16=-682/604,4-17=-988/653,17-18=-1000/637,5.18=1126/632,1-10=-322/295, 5-6=-890/582 BOT CHORD 9-10=-158/254,8-20=-351/923,7-20=-351/923 WEBS 2-9=-1317/794,2-8=484/1033,3-8=-415/244,4-8=-370/171,4-7=0/254,5-7=-366/829 NOTES- `,,,x/111111//1♦'°0 1)Unbalanced root live loads have been considered for this design. �0 01x A. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psl;BCDL=3.Opst h=25It;B=45ft;L=33ft;eave=4ft;Cat.II; %•2,'s `ive ••••\ N....... 41 e-1 .1i Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.1-12 to 3-4-15,Interior(1)3-4-15 to 5-4-9,Exterior(2)5-4-9 to �� •••V •••,L/ °0 10-0-0,Interior(1)14-7-7 to 18-0-9,Exlerior(2)22-8-0 to 32-6-4 zone;cantilever left and right exposed;end vertical left and right • NO 39380 : • exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • - 3)Provide adequate drainage to prevent water ponding. * _ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :/'• 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will :"0• : s fit between the bottom chord and any other members,with BCDL=10.0psf. •-1?"•. T. 0 - : (/ (.0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)10=188, ,— -7-- + • - -fes < 6=392,9=534. .�_Ask—.. ' ti. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •••• ••• 9 R �•'•`• \ �� 8)Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. X11 tS Q N AL c``• 11,/1it111111t* Thomas A.Alban)PE No.39380 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.100312015 BEFORE USE Design valid tor use only with Milch:connectors.this design is based only upon parameters shown.and Is for an individual building component-not a buss system.Before use.the balding designer must verify the a pplicablity of design parameters and properly incorporate this design Into the overall balding 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 rot stability and to prevent collcpse with possible personal Injury and property damage. for general grddaice regarding the fabrication storage.delivery,erection and bracing 01 trusses and truss systems.seeANSt/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 6904 Parke East Blvd. Safely Information available from Inns Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 Job TTruss Truss Type 10ty Ply ROY RESIDENCE 18629060 16-020201 A04 Hip 1 1 I Job Reference(optional) • • j TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:05 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-hOOVdgwhl2b7?Zso2ZphEKOJjCPbZNILgbgZl PzGuzG l 8-0-0 [ 16-4-0 I _-- 24-8-0 32.8-o I 8-0-0 8-4-0 8-4-0 8-0-0 Scale=1:58.3 7x10= 8x12= 5.0012 7x10= I 2 as fRI 11 6a 3 MIrQ 12 fsa rm 4 I RS • ■ N 3x4 I1°.°9\ZNr4\LIr4 ' 4 1 354 II14 ..107 ;.i' o (V ilial WA 10 13 14 9 8 7 15 16 8 5x6= 5x8= 1.5x4 II 5x8= 5x6= I 9-8-4 I 16-4-0 I 22-11-12 { 32-8-0 j 9-8-4 6-7-12 6-7-12 9-8-4 Plate Offsets(X,Y)-- [2:0-5-0,0-3-121,[3:0.6-0,0-6-01,[4:0-5-0,0-3-121,[6:0-3.0,0-2-121,[7:0-4-0,0-3-01,[9:0-4-00 0-3_01,[10:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.21 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.54 6-7 >509 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:235 lb FT=0% i LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9,4-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1813/0-3-8,10=178/0-5-8,6=923/0-5-8 Max Horz 10=203(LC 8) Max Upllft9=-623(LC 10),10=-118(LC 10),6=-374(LC 10) Max Grav9=1813(LC 1),10=200(LC 19),6=925(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-87/424,3-11=-87/424,3-12=-889/664,4-12=-889/664,1-10=-290/292, 5-6=-311/302 BOT CHORD 10-13=-266/134,13-14=-266/134,9-14=-266/134,8-9=-262/672,7-8=-262/672, 7-15=-363/861,15-16=-363/861,6-16=-363/861 WEBS 2-9=-764/487,3-9=-1419/699,3-7=-86/310,2-10=-171/377,4-6=-946/472 NOTES- „ ,`111111t11///��I A. , 1)Unbalanced roof live loads have been considered for this design. `%,6 �PS Ade 1ie 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=33ft;eave=oft;Cat.II; •• \A •••G E N• •• —1 'i Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 12-7-7,Interior(1)12-7-7 to 20-0-9,Exterior(2)20-0-9 to S• •••�� `SF•••,-' °• • 24-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions , N O 39380 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. � l 4/� 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 ='O _5-•- fit between the bottom chord and any other members,with BCDL=10.Opsf. .:-.51r,....„..* -T E • •_ : kJ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=623, !,--.tx.- • �(/• 10=118,6=374. :,, .4 `: 1 , , ,� 7)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. �� 0 R 0.••• \ �� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '�i10.0 6,0 N A1-„.• x„,\ `�,, ////►1111111, Thomas A.Albans PE No.39380 MfTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.1010:2015 BEFORE USE. M. Design yolk]for use only with MITekS connectors.This design is based only upon parameters shown.and Is for an Irx9vIdual 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 ovordil binding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and brachg o1 trusses and truss systems,seeANS,/TPI t Qualify Crlteda,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information axe-liable from Truss Plate institute,218 N.lee Sheet,Suite 312•Alexaxhba,VA 22314. Tampa.FL 33610 Job TruSS Truss Type Oty Pty ROY RESIDENCE 78629061 16.020201 A05 1Hip Girder 1 1 I Job Reference(optional) e . J TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 Mask Industries-Inc. Fri May 13 14:30:07 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-dnW F2W xygirrEtOBA_s9KITtiOAA1 DJeHvJgNHzGuzE I 6-0-0 I 12-10-11 I 19-9-5 26.8.0 32-8-0 6-0-0 6-10-11 6-10-11 6-10-11 6-0-0 Scale=1:61.0 NAILED NAILED NAILED NAILED 500 12 7x10_ NAILED _ NAILED NAILED NAILED 8x12— NAILED NAILED6x8- NAILED NAILED 7x10= 2 1M5 X16 m17 3 18 usa 1920,, 21,,4 22„, 23, *25 5 1 nn an nn in an nn Aft Zn trii nn In nn SA! 5x6% 5x6 1 1AIIIIIIIIIIIIIII'sr...gigill°°°glli; rp or 13 12 26 27 - 28 29 30 10 31 32 933 34 35 8 '7 2x4 it 3x4= NAILED 7x10= NAILED NAILED 3x4= NAILED NAILED 7x10= NAILED 3x4= 3x6 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED • 4-11-14 I 9-8-4 . 16-4-0 22-11-12 27-8-2 32-8-0 I 4-11-14 4-8-6 6-7-12 6-7-12 ' 4-8-6 1 4-11-14 Plate Offsets(X,Y)-- 12:0-5-0,0-3-12],[3:0-6-0,0-6-01,14:0-4-0,0-3-121,[5:0-5-0,0-3-121,[7:0.4-4,0-1-8],[9:0-5-0,0-4-81,110:0-1-12,0-1-8],[11:0-5-0,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.27 Vert(LL) 0.07 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.12 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 I Horz(TL) 0.03 7 n/a n/a BCDL 10.0 j Code FRC2014/TP12007 (Matrix) I Weight:260 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 13=-9/0-5-8,11=3428/0-3-8 (req.0-4-1),7=1472/0-5-8 Max Horz 13=-177(LC 30) Max Upliftl3—278(LC 32),11=-2181(LC 8),7=-845(LC 8) Max Grav13=297(LC 13),11=3428(LC 1),7=1474(LC 18) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-238/387,2-14=-657/1103,14-15=-657/1103,15-16=-657/1103,16-17=-658/1104, 3-17=-658/1104,3-18=-1344/930,18-19=-1344/930,19-20=-1344/930,20-21=-1344/930, 4-21=-1344/930,4-22=-1901/1264,22-23=-1902/1264,23-24=-1902/1264, 24-25=-1903/1264,5-25=-1903/1264,5-6=-1672/1027,1-13=-249/289,6-7=-1427/854 BOT CHORD 12-26=-373/265,26-27=-373/265,11-27=-373/265,11-28=-354/479,28-29=-354/479, 29-30=-354/479,10-30=-354/479,10-31=-1292/2005,31-32=-1292/2005, X11111111/// 32-33=-1292/2005,9-33=-1292/2005,9-34=-951/1593,34-35=-951/1593,8-35=-951/1593 �.�`��PSA 44 lIii WEBS 2-12=-100/261,2-11=-1274/844,3-11=-2734/1826,3-10=-765/1439,4-10=-1099/797, `% o� B I� 4-9=-229/288,5-9=-293/54.4,5-8=-500/376,1-12=-348/250,6-8=-900/1568 ,,•V,s.r•,•\C,E•N 5+•,'92/•ice, N 1. 1) • 0. Unbalanced roof live loads have been considered for this design. NO 39380 • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=33ft;eave=4fh Cat.ii;� _* • ;a Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.6% -- :,,-/..,1 plate grip DOL=1.60 'O 3)Provide adequate drainage to prevent water ponding. y3-'! T' • - P/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q- — 1‘ . '(/ 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 % / Q•'•• .'., fit between the bottom chord and any other members. i• C`'• •• ........O R 1r., •� 6)WARNING:Required bearing size at joint(s)11 greater than input bearing size. Ii,SS5, E� ,� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=278, ��///�r'A'111`,, 11=2181,7=845. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Albans PE No.39380 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 10)"NAILED"indicates 3-10d(0.148•x3")or 3-12d(0.148-x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 6904 Parke East Blvd.Tampa FL 33610 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: Qf10M{Ilt13At9E($ S2mclard May 14,2016 , is 0 WARNWO•Verity design parameters and READ NOTES ON THIS AND INCLUDED Ml7EK REFERANCE PAGE#111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek*fi connectors.This design is based only upon parameters shown,and Is for an individual b uIWng component,not I a truss system.Before use.the Ixrkdk>41 designer must verity Use cy ilicabiity of design parameters and properly Incorporate Ibis design Into the overall baking 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 Slimy and property damage. For general gruldarlce regarding the fabrication,storage,delivery.erection and bracing of trusses and fans systems,seeANSI/TPtI Qualify Criteria,DSB-89 and SCSI Bolding Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job truss Truss Type Qty Ply ROY RESIDENCE 16-020201 A05 Hip Girder 1 1 16629061 Job Reference(optionaj) a • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:07 2016 Page 2 ID:CziXFeuon5Q9OR4TET8wmZzd?rz•dnW F2WxygfrrEtOBA_s9KITfi0AA1 DJeHvJgNHzGuzE LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,2-5=-70,5-6=-70,7-13=-20 Concentrated Loads(Ib) Vert:2=-132(B)5=-135(B)10=70(B)15=-132(B)16=-135(B)17=-135(B)18=-135(B)19=-135(B)20=-135(B)21=-135(B)22=135(B)23=-135(B)24=-135(B)26=-1(B) 27=24(B)28=-35(B)29=-35(B)30=-35(B)31=-35(B)32=-35(B)33=-35(B)34=-35(B)35=-64(B) • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10103/201S BEFORE USE. Design valid for use only with Woke.connec kms.This design Is based only upon parameters shown,and Is for a1 individual txuldln g component,not a truss system.Before use,the bulking designer must verity the applicability of desipr parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal kikry amid property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Quality Criteria.DSB-89 and BCSI BuMdktg Component 6904 Parke East Blvd. Safety Information available from Buss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 )Job !Truss Truss Type Qty Ply ROY RESIDENCE T8629121 16.020201 FG02 Floor Supported Gable 1 1 • • Job Reference(optional) – TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mitek Industries.Inc. Fri May 1314:30:482016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-xgUleXR1AF01 fAe3355mUOgjEYG27xfgjnl W PzGtryb 0,1-8 ole Scale=1:25.7 1 2 3 4 5 6 7 8 9 10 11 12 13 2 Iwan I is i -I 28 .'�.M•.•••.'::4:•...44•:.C..:• :44.':• ;.:444..........................•:••••••444.4..".•••::••.'.4.x•4•.:4••.':::•.':•••••••44•:•••••:•:'•'•::•.44:•:•••.ir'.••••4.•:4•:•....4•:44.......... 26........25 •• 24 •23• •22 •21---•--••--20 ---•••19.........18 17 16 15 14 3x4= 3x4= 15-2-0 i 15-2-0 Plate Offsets(X,Y)-_j1:Edge,0-0-121,_[27.0.1-8,0-0-121,128:0-1-8,0-0i1_ _ _—_ - -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 15-2-0. (Ib)- Max Gray All reactions 250 lb or less al joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 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)Non Standard bearing condition. Review required. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. toti„".• ,`•1 p.,S r A. A ', 4.9.`%•,<�•O•-\G E N SF•'474, 94,• E.�. No 39380 - -T, . • Thomas A.Alban)PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. NIT Design valid for use only with MITekb connectors.This design Is based only upon pxraneters shown,and Is for an individual balding cornponent.not a truss system.Before use.the building designer mast verify the applicability of design parameters(sod properly Incogoxote Mb 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 txa:ing Milek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the EastBlvd. fabrication storage-delivery,erection and brocing of Misses and tuns systems.seeANSI/TPI I Quality 6904 Parke Crlfsda,DSB-89 and SCSI Building Component Tampa.04 F 33610 Safety Information available from Truss Plate institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. russ RISS ype I•ty . ROY RESIDENCE T8629122 16-020201 FG03 Floor3 l I 1 !Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 III 7.640 s Apr 19 2016 Mask Industries,Inc. Fri May 13 14:30:48 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-xgUleXRfAF01fAe3355mUOgglYDd7whgjMW PzGtlyb 0-1-8 I—I I 2-6-0 I I 1-10.8 Scale=1:14.3 1.5x4 II 3x4_ 1.5x4 II 1 2 3 3x4= 4 s • e � I 1.5x4= 4 9 8 3 -' 7. g• 5 1.5x4 II 1.5x4 II 3x6= 3x4= I 7.6-0 7-64 Plate Offsets(X,Y)-- f1:Edge,0-0-121,12:0-1.8,Edgel,[3:0-1-8,Edge1,f9:0-1-88 0-0-121 -- LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Vdetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.31 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.08 Horz(TL) 0.00 5 Na n/a BCDL 5.0 Code FRC2014/TPI2007 • (Matrix) I Weight:39 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=264/0-5-8,5=268/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-359/0 BOT CHORD 7-8=0/359,6-7=0/359,5-6=0/359 WEBS 3-5=-405/0,2-8=-399/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. .• No 39380 .. . -* • lei. S0NA,��0‘/ Thomas A.Albans PE No.39380 M1Tek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 la 0 WARNING-Verify dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI•7473 ray.10/03/201S BEFORE USE. Design valid for use only with Mllek5 connectors.IMs design Is used only upon parameters shown.and Is for an Urdivk.kxi rodding component.rxpt .. a Inns system.Before use,the building designer must verify the applicability of design parameters and properly incerrxwale this design into the overall building design. Bracing Indicated Is to prevent buckling of lnalvkival truss wet)and/or chord members ordy. Additional temporary and permanent rxacing MiTek- is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and Inns systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA22314. Tampa.FL 33610 - — Job Truss Truss Type 1 Qty Ply ROY RESIDENCE I 18629123 16-020201 F004 Floor Supposed Gable 1 1 e , JJob Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:48 2016 Page 1 g�� 1D:CziXFeuon5Q90R4TET8wmZzd?rz-xgUleXRfAF01fAe3355mUOgjFYG97xfgjnlLJPzGuyb f--f Scale=1:14.3 1 2 3 4 5 6 7 L. y 15 —� , • 1 4 w ___, _ ... 1 . i7 14 13 12 11 10 9 8 3x4 7-6-0 I 7-6-0 Plate Offsets(X,Y)-- 11:Edge,0-0-121,[15:0-1-8,0-0-121 ___- . ------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES ! WB 0.02 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FRC2014/TP12007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 7-6-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- ) 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. ``‘1011111//11. ``•044PSA, Ail'',� p eq '/. .. No 39380 e_ . I-- ,T. ,- .4,./.:... . . ..„--„..,...i.., _ ___„„„,,__ ... •, .. -, ,-,..., 0 R 1 10.• "�\�`� • 't,,• .ON A,E%.0 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 . tilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid tot use only with MITekLS connectors.ills design Is based only upon parameters shown.and Is for an hdlvkkKi building component.not a truss system.Before use,the building designer must verify the ap lk:abllty of desicin rraameters and properly Incorporate this design into the overall told ng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bitcing 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,seeANSVTPI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type ,Qty Ply ROY RESIDENCE T8629124 116-020201 001 Common 18 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:49 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-Ps266tSIXZ8uHKDFdoc?1 bDulxTVsM1 gxRUurszGuya I 7.7-0 ---- -2- - I 7-7-0 7-0 Scale=1:26.1 6x8= 2 I5.00 Fli 7 6 8 5 I i I 3 1 7 II L 10. 4 4x8= 1.5x4 I 458= 7-7-0 15-2-0 7-7-0 I - 7-7-0 ----._. LOADING(psf) SPACING- 2-0-0 CSI. 1 i DEFL. in (loc) Udell Lid PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 I Vert(LL) -0.06 1-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.17 1-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.02 3 n/a rVa BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:79 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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 9-9-4 oc bracing. WEBS 2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer � Installation guide_-__-_-_ REACTIONS. (lb/size) 1=662/0-5.8,3=662/0-5-8 Max Horz1=75(LC 9) Max Upliftl=-253(LC 10),3=-253(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5.-967/515,5-6=-895/515,2-6=-860/531,2-7=-860/531,7-8=-895/515,3-8=-967/515 BOT CHORD 1-4=-364/811,3-4=-364/811 WEBS 2-4=0/336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2ps1;BCDL=3.Ops1;h=251t;B=45ft L=241t;eave=4lt;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-7-0,Exterior(2)4-7-0 to 7-7-0,Interior(1)10-7-0 to 11-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``�t��U U I I I f fiii, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. , PS A. A �,e, �� 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 ,,A. �e 4j fit between the bottom chord and any other members. ��V� -'•'• Ci E N$•• 1iL'" 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint 1 and 253 lb uplift at •• V F••' ° •. • • joints. No 39380 6)*Semi-rigid pitchbreaks includingheels"Member end fixity model was used in the analysis and design of this truss. ` ••; 9 Y YS 9 fi -O: / �1T'� • 4P' 1///;O N A�'1%.0 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 -H- - 0 WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.101032015 BEFORE USE. Design valid tor use only with MilekS connectors.Ills design is based only upon parameters shown.and Is for an krdM dud bolding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and property Incorporate this design into the ovoroll 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 dame;. for general guidance regarding the e a PrkEast Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.rkFEt 0 Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexardda•VA 22314. 1 Job Truss Truss Type Qty -Ply ROY RESIDENCE T8629125 16-020201 002 Hip Girder 2 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:50 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-t2c W 3DTwitGluUoSBW 7EZpl_ILsi bggzASESN IzGuyZ 3-5-4 _ 6-0-0 j 9-2-0 l 11-8-13 --I- _ 15-2-0 { 3-5-4 2.6.12 3-2-0 2-6-12 3-5-4 Scale=1:26.8 6x8= Special NAILED NAILED 6x8= 3Wi 4 5.00112 - a nn 4x6% 1 1 . — 4x6 5 2 6 1 c �rtil� "41011111.11 E a „ n nn1:-. k t 10 9 12 8 7 • 4x6= 1.5x4 II 3x4,=- NAILED 3x10= 1.5x4 I 4x8= NAILED NAILED NAILED NAILED I 3-5-4 i 6-0-0 9-2-0 I 11-8-13 15-2-0 I 3.5.4 2-6-12 --- 3-2-0 ---- 2-6-12 ----3.5.4 Plate Offsets(X,Y)-- [3_0_5.12,0-2-81,[4:0-4-0,0.1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 " Rep Stress Incr NO 1 WB 0.05 Horz(TL) 0.05 6 Na Na BCDL 10.0 t Code FRC2014/TPI2007 (Matrix) Weight:94 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-4:2x4 SP No.2 2.0-0 oc purlins(4-1-10 max.):3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1029/0-5-8,6=1080/0-5-8 Max Horz 1=62(LC 7) Max Uplift/=-464(LC 8),6=497(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1817/829,2-3=-1727/853,3-11.1680/878,4-11=-1680/878,4-5=-1836/923, 5-6=-1918/896 BOT CHORD 1-10=-676/1541,9-10=-676/1541,9-12=-677/1585,8-12=-677/1585,7-8=-734/1630, 6-7=-734/1630 WEBS 2-9=-247/272,5-8=-270/286 NOTES- 1)2)Wind:ASCE anced r7of 7-10;ve Vultds have 130mph(3 second gust)Vasden considered for =10s 7mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=24ft;eave=oft Cat.II; %•%.n. ,r S'A.,�,�•/j Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `•k O . A4 -0,� plate grip DOL=1.60 �•SzsZ•••••�G E N d•..:..j� . 3)Provide adequate drainage to prevent water ponding. • ' \' �i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• 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 z N O -- 380 .. fit between the bottom chord and any other members. _ * �— " • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 lb uplift at joint 1 and 497 Ib uplift at =' • joint 6. 0 . ='=— . 0 7)"Semi-rigld pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • •• T: E • • 8)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. • .- _...e.---- - • 9)'NAILED"indicates 3-10d(0.148"x3")or 3-1201(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ��T O 1�•••• \.N, 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated toad(s)425 lb down and 435 lb up at �j``s•••.O.R... \C?`�� 9-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. / •• �` �• 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,��ISI�N A;,,,�� LOAD CASE(S) Standard Thomas A.Albans PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 1 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.10/03/2016 BEFORE USE. Design valid for use only withMllok1 connectors.this design Is based only upon parametersand shown, Is for(el dM individual building component,not Mt a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Addtiond temporary and permanent bracing MiTek' I Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,05849 and SCSI Building Component Safety Information avala le from Inas Ptate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss fruss Type Qty Ply ROY RESIDENCE I 78629125 16-020201 G02 Hip Girder 2 1 •Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 1314:30:50 2016 Page 2 ID:CziXFeuon509OR4TET8wmZzd?rz-t2c W 3DTwitGluUoSBW 7EZpl_ILs t bggzASESNIzGuyZ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-70,3-4=-70,4-6=-70,1-6=-20 Concentrated Loads(Ib) Vert:3=-135(F)4=-368(F)9=-58(F)8=-58(F)11=-135(F)12=-32(F) 1fmit 0 WARNING•VwIty dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 nv.1003/2015 BEFORE USE Design valid for use only with Mlleks&connectors.This design is based only upon parameters shown.and Is for an Individual txtldIng component.not a truss system.Bosom use,the[waling designer must verify the appllcabllty of design ixtrameters and properly Incorporate this design Into the overall txNding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek' is always requked for stability and to prevent collapse with possible personal hltaY crud property darrutge. For general guidance regarding the latrlcatkrt storage,delivery.erection and bracing of Misses and truss systems.serANSI/1P11 Quality Crtterla,DSB-89 and BCSI Buldhg Component 6904 Parke East Blvd. Solely Informalon available from Truss Plate insilktle.218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 —- !Job truss -Truss Type Qty iPly ROY RESIDENCE I 78629126 16.020201 J02 Jack-Open 2I - 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries,Inc. Fri May 13 14:30:50 2016 Page 1 I D:CziXFeuon5Q9OR4TETawmZzd?rz-t2cW 3DTwitGluUoSBW 7EZp1?ulvSbgSzASESNIzGuy2 i— 2-0-0 I 2-0-0 000 5.00 FT Scale=1:20.6 2 4x6 I 1 .I . eb N - rii ,/ 4 3x4 11 3 I 2.0.0 1 2.0.0 Plate Offsets(X,Y)-- 14:0.2-0,0-0-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:13 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing —I be installed during truss erection,in accordance with Stabilizer Jf Installation guide. REACTIONS. (lb/size) 4=83/0.5-8,2=65/Mechanical,3=18/Mechanical Max Horz 4=121(LC 10) Max Uplift4_14(LC 6),2=98(LC 10),3=-35(LC 10) Max Grav4=93(LC 17),2=84(LC 15),3=46(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=4511;L=24it;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,`x+11 1111/1 j�, fit between the bottom chord and any other members. `,�0 SPS A. A, 1lo 4)Refer to girder(s)for truss to truss connections. , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 4,98 lb uplift at joint 2 `•�E. •••,G E NS' • • and 35 lb uplift at joint 3. • '• �' •..• / • 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. No 39380 '• • 7.-13' Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 ta, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mf1-7473 rev.10401r2015 BEFORE USE Design valid for use only with Mllek r connec Wrs.this design Is based only upon pxaam eters shown.and is for an individual building component,not a truss system.Before use,the bulking designer must verify the or4Alcabllty of design parameters and properly Incorporate Itis design Into dor overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temrxxary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal I lly and property damage. for general guidance regarding th e fabrication.storage,delivery,erection and tracIng of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Inform:Bon available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type :Qty ,Ply ROY RESIDENCE T8629127 16.020201 JO2A Jack•Open _ 2 I 1 I Job Reference(optional' TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:51 2016 Page 1 ID:CziXFeuon509OR4TET8wmZzd?rz-LFAuHZTYSAObW eNelDeT601 FaIIcKHi7Plz?vlaGuyY I 200 — -- 2-0-0 Scale=1:11.0 5.00 12 2 1 1 R O 11 1 1 4x6= 3 2-0-0 2-0-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:10 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 1=87/0-5-8,2=70/Mechanical,3=18/Mechanical Max Horz 1=54(LC 10) Max Uplift1=-18(LC 10),2=-53(LC 10) Max Gray 1=87(LC 1),2=70(LC 1),3=34(LC 3) FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th eave=4ft;Cat.II; Exp D;End.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ``�>►l%111111,11 fi 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 53 lb uplift at joint ``,�� % A. . ',�i 2. I 6)"Semi-rigid pitchbreaks includingheels'Member end fixity model was used in the analysis and design of this truss. •• • •E N 9 Y YS 9 ; ,``Z`••\_ $�:•'• ,iii • i No 39380 *_ • -0 t •; • „ <%,.;s •........ • C,\,N% Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Welly duJgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.iS'0312015 BEFORE USE. �� Design valid for use oNy with MITela:connectors.this design Is based oNy upon twrameters shown,and Is for an Individual trlWng component,not a truss system.Before use,the txiking designer must verity the applicabilty of design tonometers and property incorporate this design Into Rio overall • building design. Bracing I ndlcated Is to prevent buckling 01 indIvkAxi truss web and/or chord members only.Additional tomporary and permanent tracing MiTek' • Is always required for stability and to prevent collapse with possible personal Inttay and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,OS8-89 and BCSI Building Component 6904 Parke East Blvd. • Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE l T8629128 16-020201 JO2B Jack-Open 25 1 . . Job Reference(`optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MuTek Industries.Inc. Fri May 13 14:30:51 2016 Page I ID:CziXFeuon5Q90R4TET8wmZzd?rz-LFAuHZTYSAObW eNelDeT601 Fa1IcKHi7Plz?ylaGuyY 2-0-0 2-0-0 Scale=1:11.0 5.00 FIY 2 1 1 q r. ri o C. idir— i o .,M. :111V. 4x6= 3 I 2.0.0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 180 ! BCLL 0.0 • Rep Stress Incr YES WB .00 Horz(TL) -0.00 2 n/a n/a I _ BCDL 10.0 Code FRC2014/TP12007 (Matrix) O l Weight:10 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • Installation guide. REACTIONS. (lb/size) 1=87/0-5-8,2=70/Mechanical,3=18/Mechanical Max Horz 1=54(LC 10) Max Upliftl=-18(LC 10),2=-53(LC 10) Max Grav1=87(LC 1),2=70(LC 1),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. ``��00^K11111/i/I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 53 lb uplift at joint `,,,0 - S A, A ,'' 2. r` • • 6)'Semi-rigid pitchbreaks includingheels"Member end fixitymodel was used in the analysis and design of this truss. �� E N .'9 �i i No 39380 -• — •• 1.1. ' • . • • W: Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 I -- 0 WARNING-V.rlly dsslyn pa amebrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/032015 BEFORE USE. Design valid for use only will,Mllok&connectors.ibis design is based only upon Ixxcmieters shown,and Is for an individual building component,riot ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling 01IrsdM ival 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 danage. for general guidance regadng the fabrication,storage,deevery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. • Sdety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job truss Truss Type `Qty Ply ROY RESIDENCE 18629129 16-020201 JO2C Jack-Open 14 1 . i Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:51 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-LFAuHZTYSAObW eNeIDeT601FV11 LKHi7Plz?viaGuyY — 2.8-0 2-8-0 Scale=1:12.4 2 I 5.00!i2 1 3 ♦I i 4x6= 2-8-0 I 2-8-0 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:14 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=107/0-5-8,2=85/Mechanical,3=22/Mechanical Max Horz1=67(LC 10) Max Uplift)=-22(LC 10),2=-65(LC 10) Max Gray 1=107(LC 1),2=85(LC 1),3=42(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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.Ops1 on the bottom chord in 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. ��1t% �i l li/I//� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 65 lb uplift at joint ``sO � $ A. .i i1- 2. p 6 i• 6)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. •:• -% - •>` G E N S`�.�iL• /�°o i No 39380 7.-o ---0-"-t- • Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 - 0 WARNING-VerIly design puamsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/032015 BEFORE USE. �� Design valid for use only with Mlleldy connectors.lhis design Is txaed only up.in;ammeters mmeters shown.and Is for an individual cl building component.nt.riot a tnas system.Before use,the balding designer must verify the applld:at:1ity of design ixsunetors and pxn xerly ticorporato thus design into the overall building design. Bracing Indicated is to prevent buckling of tndivkival truss web and/ox chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent coliwse with possible personal inhay and property damage. Fax general gukkrx;e regarding the idxkatkn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quail!),Crnerta,DSB-89 and SCSI Building Component I 6904 Parke East Blvd. Safely Information available horn buss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type Qty Ply I ROY RESIDENCE T8629130 16.020201 JO2D Jack-Open Structural Gable 3 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:52 2016 Page 1 I D:CziXFeuon5Q90R4T ET8wmZzd?rz-pRkGUuUADU WSBoyglx9ieEr0H9ez3kyGePjZSBzGuyX 2-0-0 { 2-0-0 Scale=1:11.0 5.00 12 2 IAllid . Eill_AIIMIMMI IIII IMMI IIWW:*:::.:1 _lIre IMPIPP- 3 10x14= 4x6= l 2-0-0 I 2.0.0 Plate Offsets(X.Y)-- [3:Edge,0-1-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 1 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. [ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. ._- REACTIONS. (lb/size) 1=81/0-7-8,3=18/Mechanical,2=62/Mechanical Max Horz 1=62(LC 7) Max Upliftl=-28(LC 10),2=40(LC 7) Max Grav1=81(LC 1),3=35(LC 3),2=62(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ``�.011111///,. • 3)Gable studs spaced at 2-0-0 oc. s•••04 -A S A. • �I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��• � P• ,q(61-eraj 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 ��,��0•',C�E N S••• 2-ice fit between the bottom chord and any other members. • • '• �' •' 6)Refer to girder(s)for truss to truss connections. No 39380 7)Provide metal plate or equivalent at bearing(s)2 to support reaction shown. . • _,M 8) • Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 40 lb uplift at joint -. 2. • 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -0• — 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. T - :. ^ ,, s tO •%..E\ � •• � .�;.• OR1 • \ , ee • �� 'Itii/0NA� • 0 Thomas A.Albans PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Vwhy design paramNas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIekZz connectors.This design is based only upon parameters shown,and Is for an kndivtdu l 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 bulking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always reguked for stability and to prevent collapse with possble personal ryrzy and properly damage. For general griddo a rewarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from Bus Plate Institute,218 N.Lee Street.Sulte 312,Alexmdda,VA 22314. Tampa,FL 33610 Job Fruss I Truss Type Oty Ply I ROY RESIDENCE j T8629131 16.020201 JO2E I Jack-Open 2 1 I • • 'Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:52 2016 Page 1 ID:CziXFeuon5090R4T ETBwmZzd?rz-pRkGUuUADUW SBoyglx9ieErL09bw3kyGePjZSBzGuyX I 2-0-0 { 2-0-0 5.00 12 Scale=1:20.6 2 axe I i / ill N '. aaa 4 3 3x4 II I 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- (4:0-2-0,0-0-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lord) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:13 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Llnstailation guide. REACTIONS. (lb/size) 4=83/0-3-8,2=65/Mechanical,3=18/Mechanical Max Horz4=121(LC 10) Max Uplift4=-14(LC 6),2=-98(LC 10),3=-35(LC 10) Max Grav4=93(LC 17),2=84(LC 15),3=46(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ```I11111111/iii'' fit between the bottom chord and any other members. ```t tPs A. A t/�� 4)Refer to girder(s)for truss to truss connections. a ,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 4,98 lb uplift at joint 2 ,�•„,,- .••\G E Ns'..'92 •� and 35 lb uplift at joint 3. • •• \.. ••• 6)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. .., • • No 39380 . .T. • -- .70-0-f- .-ss • •:,1,,(%.*: 0R10.**f-, sS G. • 'eel N A�I-10% isilmiThomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE wil ' Design valid lot use oNy with MllekS connectors.INs design Is based oNy upon parameters shown,and Is for at Individual building component.not a truss system.Before use,the bulkilrrn designer must verify the opNicabilty of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling 01 Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with pursstle personal kyury and property damage. For general guldarn:e regadtng ttw 6904 Parke East BIM. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANS1/IPI I Qualify Criteria,DSB-89 and BCSI Building Component Safety IMormallon available from truss Plate Institute,218 N.Lee Street,Salle 312.Alexandria,VA 22314. Tampa.FL 33610 Job (mos Truss Type Qty Ply I ROY RESIDENCE T8629132 16.020201 JO2F Jack-Open 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:53 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-HdHehEVo_oeJlxXOsegxBRNb4Y_3o660S3S6_dzGuyW I 2-0-0 I 2-0-0 Scale=1:11.0 5.00 12 2 _ / g 1 Ui I 1 1 II i 4x6= 3 2-0-0 2-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 1=89/Mechanical,2=71/Mechanical,3=18/Mechanical Max Horz1=54(LC 10) Max Upliftl=-19(LC 10),2=-54(LC 10) Max Gray 1=89(LC 1),2=71(LC 1),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25it;B=45ft L=241t;eave=4it;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanicaler to girder(s) rco nection(byothers)to truss ons.truss to bearingplate capable of withstanding19 lb uplift at 1 and 54 lb uplift at joint ��%,`'1"""r��I 5) ) P P jointP ! ,`�� SPS A. q4O�". 2. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ``sNA ' .• ......... G E N s'.;9Z/i,, • No 39380 �yF • T 4U i•- i�,,,_�s.C O R 1 '•;•C./.. ,'�,,5,0NA� -' s" Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parametars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with MITekau connectors.This design k based only upon parameters shown.arid Is for an idMdual building component,not a truss system.Before use,the taking designer must verify the appllcaLAlly of design parameters and properly incorporate 111k design Into the overall building design. Broclig Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addaonal temporary and permanent tracing MiTek' Is always required for stablttty and to prevent collapse with possible personal Imlay and property damage. For general gr/darce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems seeANSI/TPI l Quality Cdteda,038.89 and BCSI Building Component 1 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Sate 312.Alexandria.VA 22314. I Tampa.FL 33610 Job Truss Truss Type Qty IPly f ROY RESIDENCE 1 T8629133 16-020201 JO2G Jack-Open 8 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:53 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-HdHehEVo_oeJlxXOsegx8RNb4Y_4068Qs3S6_dzGuyW 2-0-0 I 2-0-0 Scala=1:11.0 5.00'12 2 - 1 • T • 4x6= 3 I 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer j Installation guide_ REACTIONS. (Ib/size) 1=87/0-5-8,2=70/Mechanical,3=18/Mechanical Max Horz 1=54(LC 10) Max Uplift)=-18(LC 10),2=-53(LC 10) Max Grav1=87(LC 1),2=70(LC 1),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 45)Provide meer to chanicalrtruss to truss connection(byothers)ons.truss to bearingplate capable of withstanding18 lb uplift at 1 and 53 lb uplift at joint ��‘,,'1"11I,��/ ) P P jointP 1 ,`•� gyp,$ A. qle,,., 2. 6) itchbreaks includingheels"Member end fixity model was used in the analysis and design of this truss. s% •EIV 1 p Y YS g `• —.. •• ._ SSC'9�j�'i • • i No 39380 • - *. _ice ' -o T' `. • • 'x,10,1;O N A .0%% ' t Thomas A.Alban)PE No.39380 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 0 WARNAVG-Verily deign parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE 11111.7473 rev.1010312015 BEFORE USE. idl• Design valid for use only with MIlerrN connectors.lids design Is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use.the bolding designer must verify the applicability lity of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always requked for stability and to prevent collapse with possible personal Injury and property damage. for general gukda ce regrading the fabrication,storage,deltvery,erection and bracing of trusses and truss systems.seeANSI/lPt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from muss Plate Institute,218 N.Lee Street,Suite 312,Alexcndrla,VA 72314. Tampa,FL 33610 Job (Truss Truss Type IOty Ply 1 ROY RESIDENCE 1 18629134 16.020201 �J04 Jack-Open -- _ --_ 21 1 j . • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30.53 2016 Page 1 ID:CziXFeuon5Q9OR4TEr8wmZzd?rz-HdHehEVo_oeJIXX05egxBRNbeYzboBBQs3S6_dzGuyW l 4-0-0 4-0-0 Scale=1:15.2 2 5.0012 , 1 N • N 1 T V 3 4x6= 1 4-0-0 4-0-0 .. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 • TCDL 15.0 • Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 i (Matrix) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=167/0-5-8,2=133/Mechanical,3=34/Mechanical Max Horz 1=94(LC 10) Max Upliftl=-40(LC 10),2=96(LC 10) Max Grav1=167(LC 1),2=133(LC 1),3=65(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `��.1111111i/I� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 96 lb uplift at joint ``SO%�Nes A. q,e,�', 2. • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :,s��• ..\G E Ns *.-74, •ice, • i No 39380 -p. I • — • .T i. • • Thomas A.Albans PE No.39380 Mfek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Ver Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pill Design valid for use only with MItekSJ connectors.this design is based only upon 1 attar noters shown,and is tot an Individual building component,not a truss system.Before use,the building designer must verify the appllcabilly of design pcsanreters and t roperly incorporate this design into Me overall txnidng design. Bracing Indicated Is to prevent buciding of individual truss web and/rx chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal irt*tay and property damage. for general guidance regarding the falxlcatkxn,storage,delivery,erection and bracing o1 trusses and truss systems,see-ANSI/Wit Qualify Criteria,058-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Street,Suite 312.Alexuncfrkt,VA 22314. Tama.FL 33610 Job Truss Truss Type laty Ply ROY RESIDENCE T8629135 16.020201 JO4A Jack-Open 13 1 Job Reference(optional)_ TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTak Industries.Inc. Fri May 13 14:30:54 2016 Page i ID:CziXFeuon5Q9OR4TET8wmZzd?rz-Iqr 1 vaW QI5mAN56DOMBAkiwlPyJWXeRZ5jCf W3zGuyV 4-0-0 4-0-0 Scale=1:15.2 2 5.00 171F 1 c 3 PP- 4x6= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(LL) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation_guide_____ REACTIONS. (lb/size) 1=163/0-7-8,2=130/Mechanical,3=33/Mechanical Max Horz 1=94(LC 10) Max Uplift/=-38(LC 10),2=-95(LC 10) Max Grav1=163(LC 1),2=130(LC 1),3=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft B=4511;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections- `‘‘011111/gs/1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 1 and 95 lb uplift at joint `�.0_k A sA.A 1l 1 2. • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. e%A::` •••\G E N s'• 4, •ice • i No 39380 1...411;1, T • • C‘:c.:•`• •O R 1�•• •,\'''��`. • Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103I2OIE BEFORE USE. Design valid for use only with Mllekt>connectors.This doskin is based only upon parameters shown,and is for an ksAvIdual building component,not 1 a truss system.Beforo use,the bxildIng designer must verify the applicability of design parameters and properly Incorporate this design into the overall T briding design. Bracing indicated Is to prevent buckling 01 Individual and web and/or chord members only. Additional temporary permanent bracing M(Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality CrIterla,05849 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Tess Plate I nsElute,218 N.lee Street,Suite 312,Alexa drla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE 18629136 16-020201 JO4B Jack-Open 12 1 Job Ref erence_Liptionalj TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:54 2016 Page 1 I D:CziXFeuon5Q90 R4T ET 8wmZzd?rz-Iqr 1 vaW Q15mAN 56DQMBAkfwlNyJgXeRZSjCt W 3zGuyV 4-0-0 i- 4-0-0 Scale=1:15.2 2 5.00112 , R u, 1 °Pev en r O }f C // III(jy14} 3 4x6= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vett(TL) -0.02 1-3 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=167/0-5-8,2=133/Mechanical,3=34/Mechanical Max Horz 1=94(LC 10) Max Upliftl=-40(LC 10),2=-96(LC 10) Max Grav1=167(LC 1),2=133(LC 1),3=65(LC 3) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. ``�>lt011 i 111gs 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 96 lb uplift at joint ,`,‘0 -A 11$ A. q��,e�, 2. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used In the analysis and design of this truss. `��G E N S`�.;QiLj•�'• • i No 39380. •; ._ • • . ; :u - ,s, •,,elr T `i -',fps.� 0R `p.��\`$ .,'I�,5IO NAL- .0 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 . o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE .7473 rev.10.03/2016 BEFORE USE. Design valid for use only with Milek*,connectors.Iris design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bllikin l designer must verily the applk:ablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek* is iTek- is always required for stability and to prevent collapse with possible personal Filmy and property damage. for general guidance regadrlg the fabrication,storage.delNery,erection and bracing of trusses and truss systems.soeANSI/TPI1 Quality Criteria,DSII-89 and SCSI Buldl rg Component 6904 Parke East Blvd. Safety Innformatton available from Inns Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type -Qty 'Ply J ROY RESIDENCE T8629137 16-020201 JO4C Jack-Open 2 1 I Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:54 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-Iqr 1vaW Q15mAN56DQMBAkfwlKyleXeRZSjCfW 3zGuyV 4-0-0 4-0-0 Scale=1:15.2 2 5.00 12 1 4x6= 3 l 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Lnstallation guide. REACTIONS. (lb/size) 1=174/Mechanical,2=139/Mechanical,3=35/Mechanical Max Horz 1=94(LC 10) Max Upliftl=44(LC 10),2=-99(LC 10) Max Gravl=174(LC 1),2=139(LC 1),3=68(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psl;BCDL=3.Opsh h=25ft;8=45ft;L=24ft;eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,11111111111,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 99 lb uplift at joint ``,�1. OP'-' A• Az '1, 1j�i 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�� •'••'' E N''�.; •• i No 39380 • _ •• • • • • Ili;/0NA'litimiE1��.` Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*15-7473 rev.10/3/2015 BEFORE USE. Design valid for use only with MilekC connectors.ihls design Is based only upon parameters shown.and Is for an individual balding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate th s design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* B always required for stability and to prevent collapse with possible personal infrry and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,sec/ANSI/fill I Qualify Criter a,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tempe.FL 33610 1 Jfansb fans truss Type city Ply ROY RESIDENCE T8629138 16-020201 JO4D Jack-Open 2 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:55 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-DOPP6WX3W Put?FgP_3jPGsTonMb9G5biKNyD3VzGuyU I —" 4-0 0__ 4-0-0 Scale=1:24.7 5.00 fiT 2 Y. 5x6 II bi t rig 1 I Til ►� ►1 4 3 3x4 I I I 4-0-0 I 4-0-0 Plate Offsets(XY)_ f4:0-1-12,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 i Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.15 2 n/a n/a BCDL 10.0I Code FRC2014/TPI2007 (Matrix) Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I_Installation guide.__ REACTIONS. (lb/size) 4=171/0-5-8,2=134/Mechanical,3=36/Mechanical Max Horz4=161(LC 10) Max Uplift4=-11(LC 6),2=-136(LC 10),3=-13(LC 10) Max Grav4=171(LC 1),2=139(LC 15),3=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 ,111111111 11g, fit between the bottom chord and any other members. `,,s��r j A. A tl1,� 4)Refer to girder(s)for truss to truss connections. B 0� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,136 lb uplift at joint 2 �`�•r• .•• C E N_o•..IA. ,� and 13 lb uplift at joint 3. • • • �' F 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N O 39380 ••• ._ r .- r • "-0• /- • ' • " ,T. E • :�v•• P./ ,,� • i'i�S�O N A��os Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Bfvd.Tampa FL 33610 Date: May 14,2016 witf Q WARNING-Verify design parameters end READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/73.2015 BEFORE USE. Design valid for use only with Milder connectors.lies design Is bused only upon parameters shown,and Is for an IndMdual txildIng component,not a truss system.Before use,the building designer rust verity the appllcabllty of design paaneters and properly incorporate this design Into the overall bolding design. Bracing indicated 1s 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 guldcnce regadng the fabrication.storage,delivery-erection and bracing of trusses and truss systems,seeANSI/7PI1 Quality Criteria,D58-89 and SCSI Bolding Component I 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.fee Street.Suite 312-Alexandria.VA 22314. I Tampa.FL 33610 — - Job (Truss ;Truss Type Qty Ply ROY RESIDENCE TB629139 1164320201 JO4E Jack•Open Supported Gable 1 1 . , Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:55 2016 Page 1 ID:CziXFeuon5Q9OR4TETBwmZzd?rz-DOPP6WX3W Pu1?FgP_3IPGsTsbMciG5piKNyD3VzGuyU 4-0-0_ _{ I 4-0-0 Scale=1:24.7 5.00 12 3 . 3x6 I 3x6 II , 2 3x6 1 illIl 1 aI . - miiiiiimr 6 5 4 3x4 H 1.5x4 I 1.5x4 I I I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) Na - rl/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 i Code FRC2014/TPI2007 (Matrix) Weight:31 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing [be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=73/4-0-0,4=73/4.0.0,5=187/4-0-0 Max Horz 6=211(LC 7) Max Uplift6=-56(LC 6),4=-67(LC 7),5=-155(LC 7) Max Grav6=185(LC 9),4=87(LC 15),5=222(LC 15) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-157/318 • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 ANSUTPI 1. `,�%%% I 1111111, 3)Gable requires continuous bottom chord bearing. �0l 1�r.S A. . tee 4)Truss to be fully sheathed from one face or securely braced against lateral movement(I.e. •diagonal web). %% 5)Gable studs spaced at 2-0-0 oc. ��`rO�\Ci E N S�:•.9�i• ,�i� 6)This truss has been designed for a 10.0 psi 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 z No 39380 •:. fit between the bottom chord and any other members. • . . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 6,67 lb uplift at joint 4 and 155 lb uplift at joint 5. 9)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. '�• --" ',;./0NA,'00 Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 / 0 WARNING•Verily deimgn par� fws and READ NOTES ON THIS AND AVCLUDED ARTEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MIlekP connectors.This design 8 based only upon parameters shown,and Is for an Indtvidual bolding component.not • a truss system.Before use,the bulking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. WacYrg indicated Is to prevent buckling o1 In ivi dual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 5 always required for stability and to prevent collapse with possble personal InItiy aid property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of busses and truss systems.seeANSI/1PII Quality anode,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty 'Ply 1 ROY RESIDENCE T8629140 16.020201 JO4F Jack-Open �1 1 I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14.30:56 2016 Pap 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-iCznKGXhHj 1 ucPFbXnEep4?zXmxO?YxsY 1 hmbyzGuyT 4-0-0 4-0-0 Scale=1:24.7 5.0012 2 • IA 5x6 II 1 1 4, ffill eS I m IClI 4 3 3x4 11 I 4-0-0 l 4-0-0 Plate Offsets(X,Y)-- [4:0.1-12,0-1-0[ — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.15 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 j (Matrix) Weight:23 lb FT=0% i LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . f MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=171/0-3-8,2=134/Mechanical,3=36/Mechanical Max Horz4=161(LC 10) Max Uplift4=-11(LC 6),2=-136(LC 10),3=-i3(LC 10) Max Grav4=171(LC 1),2=139(LC 15),3=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24f;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 ``, 711 111111111 1 fit between the bottom chord and any other members. ``,�� OPS A. . ",,�, 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,136 lb uplift at joint 2 `,%�� •'G E N.s 7i, .. and 13 lb uplift at joint 3. •• 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. : No 39380 ••: - * 7„-0: / • . • 4• 'mss-. i.(-._ • 4f.u ' % %,+E SS'• ORty. �,\,• ' ,1/0NAL ``s Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.10103/2015 BEFORE USE. IAN Design valid for use only with MITekSJ connectors.This design Is trued orgy upon parameters shown.and Is for an individual balding component,not a truss system.Before use,the txikiklg designer must verify the opplicablity of design parameters and properly Incemorate.Ibis design Into the overall bt/dkg design. Bracing Indicated Is to prevent buckling or Irrdskkial 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 East Blvd. fabrication,storage.delivery,erection and bracktg of tosses and Inns systems,seeANSt/1PI1 Quality Criteria, FL Criteria,OS8-89 and SCSI Building Component Tampa.04 Parke East 0 Safety Information available from Truss Rate Institute,218 N.lee Street Suite 312,Alexandria,VA 22314. Job ITruss Truss Type Qty 1Ply ROY RESIDENCE 18629141 16-020201 iJ04G Jack-Open 8 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:56 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-iCznKGXhHj 1 ucPFbXnEep4?5tm_I?YxsY1 hmbyzGuyT I-- 4-0-0 4-0-0 Scale=1:15.2 2 5.00 FIT i 4 N 1 f CO X 1 j Pr - 3 4x6= 4-0-0 4-0-0 -_-- LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=167/0-5-8,2=133/Mechanical,3=34/Mechanical Max Horz 1=94(LC 10) Max Upliftl=-40(LC 10),2=96(LC 10) Max Grav1=167(LC 1),2=133(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;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,��0 111111/iI,,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 96 lb uplift at joint ``,`1 1 NS A. .i le 2. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. `ss��•s•' C E N s••.,•92%•• i • No 39380• •• • r • * • T • • . W: m Thomas A.Aibanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: May 14,2016 f tat 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE MF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeice connectors.this design Is based only upon parameters shown.and Is for an Individual balding component not a truss system.Before use,the building designer must verity the appllcabiity of design parameters and properly Incorporate this design Into the overall bantling design. Brachg indicated is to prevent buckling or IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Ctnerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Atexan ddI a,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type iOty Ply ROY RESIDENCE T8629142 16.020201 J05 Jack-Open 8 1 . . Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:56 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-iCznKGXhHI1 ucPFbXnEep4?4amxj?YxsY l hmbyzGuyT ! --- - 5-8-0 { 5-8-0 Scale=1:19.3 2 5.0012 0 N 1 /ial 1 is j7 .1 3 4x6 1 I Plate Offsets(X,Y)-- 11:0-2-8,0-0-21 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.04 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 l Vert(TL) -0.10 1-3 >686 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 I Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:29 lb FT=0% LUMBER- BRACING- TOP RACINGTOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGEr MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.2 i be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=196/Mechanical,3=50/Mechanical,1=246/0-3-8 Max Horz 1=134(LC 10) Max Uplift2=-140(LC 10),1=-60(LC 10) Max Grav2=196(LC 1),3=96(LC 3),1=246(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=24ft;eave=4lt;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 tit between the bottom chord and any other members. ,��.11111111i..�� 4)Refer to girder(s)for truss to truss connections. %•‘.1,6.S A. A ti, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 60 lb uplift at joint `�v�0 ,C E tv `,61 ,,•1. � 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. ��, •••�\ •S�••'.L� '• 7)`Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : No 39380 •:- . 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7.'O•• _/ • t ..� ��•,.-.4+:•.s , ie . •0 R 10. cl%``, i,''�,`VO N Al ��• istimiThomas A.Alban)PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily d sign parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE*147473 rev.10103/2015 BEFORE USE. Mil Design wild for use only with MIIekf)connectors.Ibis design Is lx/sed only upon parameters shown,and is fo an Individual balding component.not a truss system.Before use,the building designer must verify the applicablly of design parameters and properly Incortxxate 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 ktxk:atIon,storage,delivery,erection and bracing of trusses and Miss systems,SeeANSI/TPI1 Quality Crherla,DSB-89 and BCSI Building Component • 6904 Parke East Blvd.- Safely Information available from truss Plate Institute,218 N.tee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss fruss Type Qty I Ply I ROY RESIDENCE I T8629143 116-020201 !JO5A Jack-Open 5 1 • . i _ Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mitek Industries.Inc. Fri May 13 14:30:57 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-APX9XcYJ209IEZgo5UItLHYGFAICk?B?nhRJ70zGuyS 5-0.0 { 5-0-0 Scale=1:17.2 2 5.00 rii 1 1 ' 4 4' S 0 N a 1 a l 3 4x6= 5-0-0 _ ( 5-0-0 --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.02 1-3 >999 240 MT20 244/190 TCDL 15.0 I Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide__ REACTIONS. (lb/size) 1=212/0-5-8,2=169/Mechanical,3=43/Mechanical Max Horz 1=114(LC 10) Max Uplift/=-53(LC 10),2=-120(LC 10) Max Grav1=212(LC 1),2=169(LC 1),3=83(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft;L=2411 eave=4lt Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ``%1�wile//// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 120 lb uplift at joint ,,,`•S- NS A. q4e,,,, 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `��A " •'�c E N S`••.-v -.• • V * l• / No 39380 . * -O •T. E . :.i:"—: • � ....• �,,• c' O R 1 • co\ %• iiitostiistill Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFOREnUSE. Mill Design valid for use only with MliekQt connectors.This design le bused only upon parameters shown,and Is for an Individual building component.pot a truss system.Before use,the bulking designer must verity the applicaWlty of design pxxceneters 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 pxmnanent bra rdncr MiTek Is always required(or stability and to prevent collapse with possble personal trilogy and properly damage. For general gulch's-ice regarding the fabrication,storage,delivery-erection and bracing g of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from/runs Plate institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610 i Job I Truss Truss Type I Qty Ply I ROY RESIDENCE 786291441 16.020201 'J05B Jack•OpenGirder 11 1 Job Reference(optional) J ' TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek industries.Inc. Fri May 13 14:30:57 2016 Page 1 I13:CziXFeuon509OR4TETBwmZzd?rz-APX9XcYJ2091EZgo5UttLHYFgABzk?B?nhRJ70zGuyS 5A_0 5-0-0 Scale=1:17.2 2 5.00172- I lc,_� o IN 1 N 1 3. X 1 7n < 1 4 5 3 TJC37 TJC37 4x6= 5-0-0 5-0-0 --------------- --- LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.06 1-3 >881 240 MT20 244/190 TCDL 15.0 Lumber IDOL 1.25 BC 0.87 Vert(TL) -0.20 1-3 >286 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00Horz(TL) -0.00 2 rVa n/a BCDL 10.0 i Code FRC2014/TPI2007 (Matrix) I Weight:25 Ib FT=0% 1 LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 1=458/0-5-8,2=208/Mechanical,3=246/Mechanical Max Horz1=114(LC 8) Max Upliftt_129(LC 8),2=-132(LC 8),3=-52(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 1,132 lb uplift at joint 2 ``x.1111111//// , and 52 lb uplift at joint 3. �0 S A. 6)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. l„,• ...0 P A 7)Use Simpson Strong-Tie TJC37(4 nail,90-90)or equivalent spaced at 2-0-0 oc max.starling at 1-6-12 from the left end to 3-6-12 to ,��••�G E N 0+•-7'/. connect truss(es)to front face of bottom chord. • �' • ' ••• • 8)Fill all nail holes where hanger is in contact with lumber. N O 39380 9)In the LOAD CASE(S)section,loads applied to the lace 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 "'0 .— '' • - Uniform Loads(plf) •••-,-•_ -T' • Vert:1-2=-70,1-3=-20 i Cr•- - �� •• �� 4. Concentrated Loads(lb) ',. � •••.4 0 R o• • ' • Vert:4=-244(F)5=-244(F) i • 0��s6'/ .A,� ��`% Thomas A.Atbani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 / t 0 WARNING-Verily design parametwe and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeice connectors.this design Is based only upon parameters shown,and Is for an Individual I xAding component.not a truss system.Before use,the building designer must verify the applicat liy of design Idraft'eters 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 teed ug MiTek- Is always required for stdbiny and to prevent collapse with possible personal i npay and properly damage. For general guicksn:e regarding the latxk•,ation.storage,deavery,erection and bracing of trusses and truss systems.seoANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply i ROY RESIDENCE T8629145 16-020201 J06 Jack-Open Ifo 1 . i. Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:58 2016 Page 1 I D:CzjXFeuon5Q90R4T ET8wmZzd?rz-eb5XlyZxpKHcsj P_fBG6uV5FFZbTTS R9OLAtfgzGuyR I 6-0-0 I 6-0-0 Scale=1:29.4 -i2 2 5.00 1 i 5x12 MT2OHS II 1 I o . .4O .: I Ie ' 1 —'Imaill1=11111MY .. _. 4 3 3x4= I 6-0-0 I ----- ------ 6-0-0 ------_.-- - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.07 3-4 >999 240 1 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.14 3-4 >486 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.25 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) 1Weight:32 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SF'SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=261/0-5-8,2=205/Mechanical,3=55/Mechanical Max Horz4=201(LC 10) Max Upliit4_19(LC 6),2=-182(LC 10),3=-2(LC 10) Max Grav4=261(LC 1),2=205(LC 1),3=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst;h=2511;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ```1/11111111g,�' tit between the bottom chord and any other members. ``�0 _p.S A. .i �� 5)Refer to girder(s)for truss to truss connections. o . °,4111 � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 4,182 lb uplift at joint 2 ••�� G E N s••. j` i� and 2 lb uplift at joint 3. • -• o 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 •• • r • • .T. E, _171-11/4:: '..--4` . O •• 5• OR1 • r,.\ e ,°''I �OIIN Ayos`` • I Thomas A.Albani PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 p 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekH connectors.Ills design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and property incorporate this design into thee overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ing MiTek' Is always required for stability and to prevent collapse with possible personal I nlray and properly damage. For general guidance regarding the 6904 Parke East BNd. fabrication.storage,delivery.erection and bracing of tr sses and truss systems.seeANSI/iPI l Quality Criteria,DSB-89 and SCSI Building Component Solely Information available horn Truss Plate Institute.218 N.Lee Skeet,Suite 312,Alexandria,VA 72314. Tampa,FL 33610 I o• russ toss ype •ty I ROY RESIDENCE T8629146 16-020201 IJ06A Jack-Open 29 j 1 . I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:58 2016 Page 1 I D:CziXFeuon5Q9OR4TET BwmZzd?rz-eb5XlyZxpKHcsj P_fBG6uV 5QXZckTS R9OLAtfgzGuyR I 6-0-0 I 6-0-0 Scale=1:19.2 2 5.00 12 , 0 1 its oro' io N 1 9 X ♦ 3 4x6= 6.0.0 I 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 0.09 Vert(LL) -0.04 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.11 1-3 >600 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 ria n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:30 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._- REACTIONS. (lb/size) 1=257/0-5-8,2=205/Mechanical,3=52/Mechanical Max Horz 1=134(LC 10) Max Uplift1=-66(LC 10),2=144(LC 10) Max Grav1=257(LC 1),2=205(LC 1),3=100(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45fC L=24ft;eave=4fh Cat.II; Exp D;Encl.,GCpi=0.1 8;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections- ,`��ts 111111 t//f, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint I and 144 lb uplift at joint ``,�0 ,hp$S A. ,4",///,,� 2. tJ a . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `��\..*"Ci E N S'-.;-.14,1. • • i No 39380 =-0t - 4 le !L �S.` 0R\p..'cl• .. /1/110iH1111110- Thomas A.Albans PE No.39380 MINK USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNYVO•Verily design paramerera and READ NOTES ON THIS AND INCLUDED MJ7EK REFERANCE PAGE*41-7473 rev.10/03/2015 BEFORE USE. Design valid for use ordy with Mltok49 connectors.this design is based only upon parameters shown.and Is for an Individual balding component,not a truss system.Before use,the building designer must verity the applicabllty of design parameters and properly k scorp orate Pis design Into the overall !, bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and r ormonrnt iredng MiTek' Is always required for stability and to prevent cotlopse with possible personal Injury and properly damage. tor general guidance regarding the 1 fabricatknn,storage,delivery,erection and bracing of trusses and truss systems,seOANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss �TrussType Qty Ply I ROY RESIDENCE 16-020201 J06B IJack•Open 11 1 I n • 786291471 Job Reference(optio _ TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 Mack Industries.Inc. Fri May 13 14:30:58 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-eb5XlyZxpKHcsj P JBG6uV5OXZckTSR9OLAtfgzGuyR • 6-0-0 6-0-0 Scale=1:19.2 2 5.00 FT 16 1 r X 3 4x6= I 6-0-0 I 6-0-0 —LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.04 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.11 1-3 >600 180 BCLL 0.0 * Rep Stress Inch YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:30 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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. IMiTek recommends that Stabilizers and required cross bracing Ibe installed during truss erection,in accordance with Stabilizer Installation guide. __. REACTIONS. (lb/size) 1=257/0-5-8,2=205/Mechanical,3=52/Mechanical Max Horz 1=134(LC 10) Max Upliftl=-66(LC 10),2=-144(LC 10) Max Grav1=257(LC 1),2=205(LC 1),3=100(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24It;eave=oft;Cat.Il; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to• girder(s)for truss to truss connections. ,�>,►1 ........................II�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 1 and 144 lb uplift at Joint • ```��OPS A. �'1,� 2. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. `,`mak."."G E N S`�..• ,tel. i No 39380 6` • ' • ISVS"•• 0 R 10•• �\�,• iiisissittittl Thomas A.Albani PE No.39380 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 I Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf1EK REFERANCE PAGE Ma-7473 rev.101032015 BEFORE USE. I Nit Design valid for use only with MITekS7 connectors.Ms design Is based only upon parameters shown.and Is for an irrdMdual building component,not a truss system.Before use,the briding designer must verily the a ppllcablity of design parameters and properly Incorporate this design Into Ito ovooli building design. Bracing indicated Is to prevent buckling of individual Ituss web ad/or chord members only.Additional temporary and permanent tracing MiTek' Is always required to stabilty and to prevent colicpse with possble personal kdury and properly damage. For general guidance regarding the: fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DS8-$9 and SCSI Building Component 6904 Parke East Blvd. — Safety Information available ham truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply ; ROY RESIDENCE i 78629148 16-020201 JO6C Jack-Open 2 1 j Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mitek Industries.Inc. Fri May 1314:30:59 2016 Page 1 ID:CziXFeuon5Q9OR4TET8WmZzd?rz-6nfwylaZaePT Us_ADvnLOidR?zx?CvgtF_WQCHzGuyO I 6-0-0 I 6-0-0 Scale=1:29.4 2 5.00 12 1 5x12 MT2OHS I I _ 1 0 I r ,1 N O' I l0. _ , 0 MI 5 4 3 4x4 II 4-3-12 6-0-0 4.3.12 ---- -- + 1-84 I-- Plate Offsets(X,Y)-- (5:0-1-12,0-0.81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 1 Vert(TL) -0.03 4-5 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.23 2 n/a n/a BCDL 10.0 Code FRC2014ITPI2007 (Matrix) Weight:32 lb FT=0% i LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)5=0-3-8,4=0-5-8. (Ib)- Max Horz 5=201(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,3,4 except 2.179(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,2,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4Th Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. ent with any other • 4)This truss has been designed for as been designed for a Ove load of 20.0psf on the bottom chord.0 psf bottom chord live load irn all areas where alve loads.rectangle 3-6-0 tall by 2-0-0 wide will �..% gi •,`,,PS A. i ///I� fit between the bottom chord and any other members. e / 5)Refer to girder(s)for truss to truss connections. ,%,<`Z`� \GEN 3 14,:1, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4 except(jt=lb) •' ' ' '•• • 2=179. No 39380 *. ••• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; ' " it • /////�5/0 N A�EC� ��% Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design paramMars and READ NOTES ON THIS AND ANCLUDED MMTEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. 1 Design wild for use only with Mllokb connectors.Ihis design Is based only upon rxxaneters shown,and Is for an Individual buildkxl component,not , a truss system.Before use,the building designer must verifythe applicability of design parameters and property kx:orpxxate thisdesign Into the overall idir i bulking design. Brachg indicated Is to prevent buckling of IrldMdual truss web and/or chord members only. Additional temporary ani permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the i6904 Parke East Blvd. fabrication,storage,delivery,erectotracing n and of tenses and truss systems,seeANSI/tPI l Quality Criteria,DS8-89 and BCSI Building Component 1 I Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. I Tampa.FL 33610 Job -Truss Truss Type IOty ;Ply ROY RESIDENCE 1 78629149 16.020201 J060 Jack-Open 2 1 _ I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:59 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-6nfwylaZaePTUS_ADvnLOidbDzyeCvgl F_WOCHzGuy0 I— 6.0.0 6-0-0 Scale=1:19.2 2 5.00 12 1 i m N 1 f( 4x6= 3 I 6.0.0 I 6-0-o LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.05 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.13 1-3 >550 180 BCLL 0.0 " Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 2 rUa n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:30 lb FT.0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=264/Mechanical,2=211/Mechanical,3=54/Mechanical Max Horz 1=134(LC 10) Max Upliftl=-70(LC 10),2=-146(LC 10) Max Grav1=264(LC 1),2=211(LC 1),3=103(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ��01111111/ii/f 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) ,,,•'ow' A. A, i�� 2=146. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •:" ••%z\X. C E N S••.q2 •�� i No 39380 - yF • ea �� • __--- •� • • •TE . ----I 47 • •;-.4k •-• • 5 O R ,C)..* %•ee 1/4, . it/•;O N At�I-• Os Thomas A.Albans PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.t0/09/201S BEFORE USE. Ililt Design valid for use only wilts Milek&connectors.this design Is based only upon parameters shown,and Is for en I ndM dual building component,not a tr ss system.Before use,the building designer must verity the applicability of design parcmeters and property incorporate this design into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Wr+y and properly dornoge. For general guidance regarding the fabrication.storage,delivery.erection and bracing of busses and Mss systems.seeANSI/IPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 l Job Truss Truss Type Qty Ply ROY RESIDENCE r 18629150 16-020201 JOSE Jack-Open 2 1 . , Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mick Industries.Inc. Fri May 13 14:31:00 2016 Page I I D:CziXFeuon5Q9OR4TET8wmZzd?rz-azD19eaBLxXK5OZNmclazwAm4NJMxMW RTef_kjzGuyP I 6-0-0 — —-i 6-0-0 Scale=1:19.2 2 T ,' - 5.00 12 i N 1 1 I ON isr_missimimimismimusst G - 3 4x6= I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 i Vert(LL) -0.04 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.11 1-3 >627 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 1 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:30 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide- REACTIONS. (Ib/size) 1=253/0-7-8,2=202/Mechanical,3=51/Mechanical Max Horz 1=134(LC 10) Max Upiifil=64(LC 10),2=-142(LC 10) Max Gravl=253(LC 1),2=202(LC 1),3=99(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=2411;eave=4it;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,`�>t.111111///. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=1b) •% 0\\P �p,S A. 4 i rree�� 2=142. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 1. `,s• sZ,.. G E N S`•.;9/L• /•• • • • i No 39380 .W: ''''i�i. N`s�0....... '",\-00% • iiiIiinw Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 wth0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITek3)connectors.This design Is based only upon parameters shown.and Is for on Ircllvl:kral building compxxrml riot a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall braking 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 Iryrsy and property damage. For general guidance regardng the � fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sagely Information available from buss Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job (Truss 'Truss Type Qty Ply ROY RESIDENCE j 7862915111 16.020201 JO6F (Jack-Open 1 1 . _ Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:00 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-azDl9eaBLxXK5OZNmclazwAml N ICxMwRTef_kjzGuyP 6-0-0 6-0-0 Scale=1:19.2 2 5.00 FIF ii ri1 • 0 0N I 3 4x6= I 6-0-0 I 6-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.04 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.11 1-3 >600 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:30 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guid e__ REACTIONS. (lb/size) 1=257/0-5-8,2=205/Mechanical,3=52/Mechanical Max Horz1=134(LC 10) Max Upliftl=-66(LC 10),2=-i44(LC 10) Max Grav1=257(LC 1),2=205(LC 1),3=100(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=41t;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. „ 011111U/1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) ��•�oP`S A. 44��,,� 2=144. ♦ si e 6)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss- ,,•sz�• �\G E N S?.q2/•*, • i No 39380 •• • ='C7' • ' �.. T E • - :�lL: it's�ONA� �.0 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. Design valid for wit use only h Mllokn connectors.this design is used only upon poraneters shown.and Is for an individual building component,not , a truss system.Before use,the building designer must verity the uppiicablity of design parameters and properly irtcorfxxole this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or dud members only. Additional temporary and permanent bracing MiTek” Is always required tor 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Inas Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga.FL 33610 Job Truss truss Type Qty Ply ROY RESIDENCE 18629152 16-020201 .1068 MONO TRUSS 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 M7ek Industries.Inc. Fri May 13 14:31:01 2016 Page 1 ID:CziXFeuon5Q9OR4TETSwmZzd?rz-2AmgNzbp6FfBjASZKKgpW 7ryZnefgnAbil PXG9zGuyO v___---- 3-5-4 1 6-0-0 --I 3-5-4 2-6-12 Scale=1:20.9 3 3x6 I' 5.00 12 4x4% P 2 01:41111%sit 1 . 111111 C 01 ►/ x6= 6 5 7 Cl. HUS26 3x6 HUS26 4 HUS26 4x4= I 3-5-4 6-0-0 { 3-5-4 2-6-12 Plate Offsets(X,Y)--_ :0-3-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 1-5 >999 240 MT20 244/190 TCDL 15.0 I Lumber DOL 1.25 1 BC 0.31 Vert(TL) -0.02 1-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.13 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2014/TP12007 I (Matrix) Weight:86 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1113/0-3-8,4=1405/Mechanical Max Horz 1=156(LC 5) Max Uplift1=-430(LC 8),4=-556(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-1289/485 BOT CHORD 1-6=-458/1121,5-6=-458/1121,5-7=-458/1121,4-7=-458/1121 WEBS 2-5=-413/1140,2-4=-1326/557 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 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 01111111/f connections � 3)Wind:ASCEhave been 7-10;VVult=130mph(3-second ided to distribute Vly asd 101m h;TCDL`4j2psf BCDL=3.O st;h,unless otherwise i 25ffl;B=45ft;L=248;eave=4ft;Cat.II; 'i' PS A• A 01, P ( gust) P P P O� �e s'i Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ••% % •' �C E N S;•. -9y i., plate grip DOL=1.60 �� A c "'" / ;, 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 No 39380 •• fit between the bottom chord and any other members. • * . -~— m. 6)Refer to girder(s)for truss to truss connections. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=430,=-p•• ..,....------t- • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -Q.--r " �-rt- -".••IL- 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at •,.--4';‘`. ` ,� 1-4-14 from the left end to 5-4-14 to connect truss(es)to back face of bottom chord. le C` "'' 0 R 1 9•'" ' ♦♦ e� s �.. \C?♦♦ 10)Fill all nail holes where hanger is in contact with lumber. 'i',S�O NM-�,,`♦♦♦ LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) Wok USA,Inc.FL Cert 6634 Vert:1-4=-20,1-3=-70 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 4 I 0 WARNING-Verily dosfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rote.tGV3/2015 BEFORE USE. 1 MN Design valid for use only with Mlleka.)connectors.This design Is based only upon parameters shown.and Is for on Individual building cocntxment,not a truss system.Before lee,the briding designer must verify the applicability of design parameters and profxnly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or Chord members only. Additional temporary and permanent bracing M iTek' is always required for stabitty and to prevent collapse with possible personal Inlury and properly damage. tot general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses cnd inns systems.seeANSI/TPlt Quality Criteria,DS8-89 and SCSI Building Component 1 6904 Parke East Blvd. Safely Information available from Inns Plate Insthde.218 N.lee Street,Suite 312,Nexandtla.VA 22314. Tampa.FL 33650 Job Truss Truss Type Qty Ply ' ROY RESIDENCE I 78629152 16-020201 J06G MONO TRUSS1 • , 1 2 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:01 2016 Page 2 ID:CziXFeuon5Q9OR4TETBwmZzd?rz-2AmgNzbp6FfBjA8ZKKgpW 7ignefgnAbil PXG9zGuyO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-668(B)6=-668(B)7.-668(B) / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10g3/20IS BEFORE USE. Nil Design valid for use only with MIIekV connectors.this design is based only upon parameters shown,and Is for an kndivl(1ual building component,not a truss system.before use,the braking ng 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 alit permanent brocirIs MiTek' is always required for stability and to prevent collapse with posshle personal k*ry and properly damage. For general guidance regarding the lalbrk-,atbn,storage,delivery,erecto n and bracing of trusses and truss systems,seeANSI/WI1 Qualify Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safely Information avcila ble horn truss Plate institute,218 N.Lee Sheet,Suite 312.Alexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply I ROY RESIDENCE ) T8629153 16-020201 JO6H MONO TRUSS 1 1 . . Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 Mitek Industries.Inc. Fri May 13 14:31:01 2016 Page 1 ID:CziXFeuon5Q9OR4TETBwmZzd?rz-2AmgNzbp6FfBjA8ZKKgpW 7iyPnaogmTbil PXG9zGuy0 I 3-5-4 I 6-0-0 3-5-4 2-6-12 Scale=1:19.2 3 5.00 F1F 4x4 2 , AIII%soeh.,„1 • 9 _...aIIIIIIIIIIIIIdillIll1 . Mil _.!:;.:. ►14x6= 65 7 4 NAILED 3x6 ,I HUS26 NAILED 4x4= 1 3-5-4 i 6-0-0 3-5.4 2-6-12 Plate Offsets(X,Y)-- 15:0-4-0,0_10_ _ LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 I (Matrix) Weight:40 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=678/0-3-8,3=136/Mechanical,4=950/Mechanical Max Horz 1=130(LC 21) Max Uplift1=-258(LC 8),3=-77(LC 8),4=-448(LC 8) FORCES. (lb)-Max.CompiMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1135/429 BOT CHORD 1-6=-464/965,5-6=-464/965,5-7=-464/965,4-7=-464/965 WEBS 2-5=-444/1052,2-4=-1187/571 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This ent with any ' trs has been designed fora a lli.0 psf bottom chord live load ive load of 20.Opsf on the bottom chord irn all areas llive where a 3) This truss rectangle 3-6-0 tall by 2-0-0 wide will ,`�%% A. . ��,,� fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. •% NZ•O••.G E N S• e14/1i 5)Refer to girder(s)for truss to truss connections. • • •• \' ••, •+ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)1=258 No 39380 + 4=448. • • ..-* 7)"Semi-rigid pitchbreaks including heels`Member end fixity model was used In the analysis and design of this truss. = 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 4-0-12 from the left end to connect = • truss(es)to back face of bottom chord. ='O•• --.--- • t 9)Fill all nail holes where hanger is in contact with lumber. + .T• w- : Z. t0)"NAILED'indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. i -` - a� .*k' 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ••,' _• • R �. • ��•, I • 1))Dead+LOAD ASE(S) Standard Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,,��//i. N'' e.`,��` Uniform Loads(all) Vert:1-4=-20,1-3=-70 Thomas A.Alf7atil PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cart 6634 Vert:5=-154(B)6=-69(B)7=-1023(B) 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 / 0 WARNING-Valfy dialgn paran fwe and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MiF7473 rev.10173/2015 BEFORE USE. iel• Design valid for use only with Mllekw connectors.This design h 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. eracng indicated Is to prevent budding of Wrdlvldual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• h always required for stability and to prevent collapse with possible personal him/and properly damage. For general guidance regarding the 6904 Parke Ease Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/IP11 Quarry Criteria,D -89 and BCSI Building Component Slay Information meltable from Truss Plate nsttute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss truss Type Oty Ply ROY RESIDENCE 18629154 16-020201 JC03 Diagonal Hip Girder I 1 1 1 • s Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:02 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-W MK2aJcStZn2LKjlu1 L22LF7QB2jPGQkxy84obzGuyN I 3-7-12 3-7-12 NAILED Scale:1".1' 2 3 3.54 Fri NAILED 3x6 II 6 1 — l � 75 NAILED NAILED 4x6= 1.5x4 II 4 3-7-12 I 3-7-12 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 1-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 1-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2014/fP12007 (Matrix) Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=12610-7-6,5=84/Mechanical Max Horz 1=78(LC 5) Max Uplift)=-48(LC 8),5=-121(LC 7) Max Grav 1=126(LC 1),5=115(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24f1;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. ,, 1011111/g/,�� 4)Refer to girder(s)for truss to truss connections. �� cJ A. ,I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) `$b w. ,i 4'j 5=121. �v%•� ' ••\GENS•• �,.••. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. : �••• •. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. N O 39380 •S._ 8)In the LOAD CASE(S)section,loads applied to the face 01 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 'O • • t Uniform Loads(pif) i, . • •T' Vii` :e u Vert:1-2=-70,2-3=-30,1-4=-20 }� • `� Concentrated Loads(Ib) •• ••. R Q•.•• � �� Vert:6=59(F=29,B=29)7=21(F=10,B=10) 0, `5s•......• ` O 1,/,/NAL • Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 tit Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10102/2015 BEFORE USE Design valid for use only with Mllekv connector&This design Is based only upon parameters shown,and is for an klav dual building component.not a truss system.Before use,the Lxdkiirxl designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Inds/kiwi 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 gu idcmce regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. I Safety Information available horn buss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job truss Truss Type Qty Ply ROY RESIDENCE 786291551 16.020201 JC06 Diagonal HQ Girder 2 1 . " 1 j Job Reference(optional) i TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MVTek Industries,Inc. Fri May 13 14:31:02 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-W MK2aJcStZn2LKjlu1 L22LF5vB_HPGykxy84obzGuyN i 3.6.3 I 6-8-14 --_i 3-6-3 3.2-11 Scale=1:17.9 NAILED 3 1 NAILED 3.54 FIT 7 NAILED 3x611 — NAILED 2 6 a U — fl 8 9 4 NAILED 15x4 II NAILED 1. NAILED NAILED 4x6= 6-8-14 I ' 6-8-14 LOADING(psf) , SPACING- 2-0-0 CSI. I DEFL. in )oc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2I MiTek recommends that Stabilizes and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide.______ REACTIONS. (lb/size) 1=266/0-7.6,3=278/Mechanical,4=129/Mechanical Max Horz 1=110(LC 8) Max Upiiftl=-103(LC 8),3=-179(LC 6),4=-44(LC 7) Max Grav1=266(LC 1),3=278(LC 1),4=129(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) ons. 5)Provide mechanical er to girder(s) rcon ection(byothers)truss to truss otlof truss to bearingplate capable of withstanding100 lb uplift at joint(s)4 except t=Ib 1=103 �� t ,-- A..i �� P P 1 O P (it=lb) `,.� SPS A. , 0,'. ,3=179. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,s%�� .•"�G-----------E Ns 92"ce 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe nails.For more details refer to MiTek's ST-TOENAIL Detail. • ••" F / �•• 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39.3.80 LOAD CASE(S)Standard • • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 = • Uniform Loads ro..• •T - Vert:1-3=-70,1-4=-20 � • Concentrated Loads(lb) i se •�; • Vert:6=59(F=29,B=29)7=-40(F=-6,B=-34)8=21(F=10,6=10)9=-139(F=-133,6=6) 1i� ••(•O R \ •G—\\...... •.• \ i,"'it'ONA�� C��. itt Thomas A.Alban)PE No.39380 M1Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MI1ek19 connectors.This design Is based only upon parameters shown,and Is tor an Individual building component,not a truss system.Before use.the building designer must verily the applcabllty of design parameters and property incorporate this design into the overall ME bxSdng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI I Quality Criteria.DSS-89 and SCSI Building Component 6904 Parke East Blvd. I Safely Information avdtabie from buss Plate institute.218 N.Lee Street,Suite 312.Alexandda.VA 22314. Tampa.FL 33610 • Job Truss truss Type Qty Ply ROY RESIDENCE T8629156 16-020201 JC06A Diagonal Hip Girder 3 1 e . Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:03 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-?YuQofd4esvuyUlxSISHbYoHoeMX8jJu9cueL2zGuyM 3-7-7 6.11.6 I- 3-7-7 l 3-3-15 { Scale.1:17.9 • • NAILED 3 I. NAILED 3.54,� 7 • NAILED 3x6 II - NAILED 2 6 d+ N - r- a a • 1 El' N c, f Q - X 1 B e 4 NAILED NAILED 1.5x411 NAILED NAILED 4x6= I 6-11-6 I 6-11-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 j BC 0.15 Vert(TL) -0.05 5 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:35 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1.262/0-7-6,3=283/Mechanical,4=47/Mechanical Max Horz 1=113(LC 21) Max Upliftl=-105(LC 8),3=-196(LC B),4-1(LC 7) Max Grav1=262(LC 1),3=283(LC 1),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 45)Refer to girder(s)Provide mechanicalrconnection(byoto truss t hers)tlons.of truss to bearingplate capable of withstanding100 lb uplift at Joint(s)4 except t-Ib 1=105 ��,,'S A. A��'l ) P I� 1 ( ) P (i- ) ``,� �PS A. A49�,‘i ,3=196. 6)"Semi-rigid pitchbreaks including heels-Member end fixity model was used in the analysis and design of this truss. • ,,z....-\G E N se.• �2�#i 7)"NAILED'indicates 3-10d(0.148`x3")or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • • •• •. , • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • • N O 39380 ••:•. •i * LOAD CASE(S) Standard = :- 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 _ Uniform Loads(plf) 7.-0 • /- • Vert:1-3=-70,1-4=-20 7.....;46.,, •TA • • • ••.�: :. Concentrated Loads(Ib) •1% Vert:6=59(F=29,B=29)7=-68(F=-34,B=-34)8=21(F=10,B=10)9=-11(F=-6,B=-6) ,i,��•.• •� R 1 ''%•1‘.\-,•(.10‘.%N ••.•��.,` .,•1SSIO N A,� ,,.% Thomas A.Albanl PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/201S BEFORE USE. f Design valid(or use only with MIlekoli connectors.This design is based only ripen parameters shown.and Is for an IndMdual bolding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this desifln into the overall txldkng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary cnci permanent bxacIng MiTek' 1 Is always required kr stability and to prevent colktpse with possble personal k>Itry and properly damage. for general guidance regarding tine fabrication.storage,delivery.erection and bracing of trusses and truss systems.sec/ANSI/1F.11 Quality Crlerla,D58-89 and BCSI Building Component 6904 Parke East Blvd. Softly Information avalid'le horn Truss Plate Institute,218 N.tee Street.Suite 312,Alexandrkt.VA 22314. Tampa.FL 33610 Job I Truss I Truss Type Qty Ply ROY RESIDENCE 18629157 16.020201 I JC08 1 Diagonal Hip Girder 1 1 i a I I _ I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:31:032016 Page 1 I D:CziXFeuon5Q90R4T ET8wmZzd?rz-?YuOold4esvuyUIXSlsHbYoFSaLl8jAu9cueL2zGuyM I 4-3-14 ---- 8-4-5 4-3-14 4-0-7 Scale=1:18.9 3 3 r NAILED NAILED 7 3x6 I NAILED 2 - - NAILED m 6 ry . - N 1 8 8 4 NAILED NAILED 1.5x4 II NAILEDNAILED 4x6= 8-4-5 i 8-4-5 _ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.12 4-5 >804 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=330/0-9-14,3=332/Mechanlcal,4=54/Mechanical Max Horz1=134(LC 8) Max Upliftl-137(LC 8),3=-210(LC 8),4=1(LC 8) Max Grav1=330(LC 1),3=332(LC 1),4=84(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24it;eave=oft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,x'10 t 11111y/4 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)1=137 •``,�t -*,PCJ q :1.4:1,, i ,3=210. l`� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .%��••**(',E N •'•S • 7)'NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. F •• , 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .. N O 39380 r -*" LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 7. • Uniform Loads(pit) ''3 • -__- • Vert:1.3=-70,1-4=-20 i • T' • '' •,,..414: Concentrated Loads(Ib) .0. --- Vert:6.59(F=29,B=29)7=-68(F=-34,B=-34)8=21(F=10,B=10)9=-11(F=-6,B=-6) •,10 �„••• Thomas A.Albanl PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. NI Design valid for use only wilts MIIokSconnectors.this design Is based only upon parameters shown.and Is for an Individual building component.not a taus system.Before use,the building designer roust verily the applicability of design txrameters and property Incorporate This design Into the overall buiding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and l+ermanont tra cirsg MiTek* is always required tot stability and to prevent collapse with possible personal missy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPI I Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovcital le from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 . i Job ITruss Truss Type Qty !Ply ROY RESIDENCE 1 T8629158! 116.020201 JC08A Diagonal HQ Girder 6 1 1 a • I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 1314:31:04 2016 Page 1 I D:CziXFeuon5Q90 R4T ET8wmZzd?rz-T ISp??e1PA 1 laes8?SN W 7mKQC_hXtAQ 1 OGdBtUzGuyL i 4-3-14 8-4-5 ____H 4-3-14 4-0-7 Scale=1:18.9 3 3.5C 12 NAILED X NAILED n 7 3x6 I NAILED 2 NAILED 6 F 64 a1 N 1 a 1 II II I py+ 8 9 4 NAILED 1.5x4 II NAILED NAILEDNAILED 4x6= I 8-4-5 I --- 8-4-5__ _____- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.12 4-5 >804 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 3 Na rVa BCDL 10.0 I Code FRC20141TPI2007 (Matrix) Weight:42 lb FT=0% LUMBER- ' BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=330/0-9-14,3=332/Mechanical,4=54/Mechanical Max Horz 1=134(LC 21) Max Uplift1=-137(LC 8),3=-210(LC 8),4=-1(LC 8) Max Grav1=330(LC 1),3=332(LC 1),4=84(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,fit,%%1 l 11 I l l tg 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b)1=137 ``,,� % ,$ A. 4 ' ,��i ,3=210. 6)'Semi-rigid pitchbreaks including heels`Member end fixity model was used in the analysis and design of this truss. ,.•,�•.••\GEN,••.•92',i 7)"NAILED"indicates 3-10d(0.148'x3`)or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • • • F ••. • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • No 39380 �.... LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) -'+7 i-- • _ Vert:1-3=-70,1-4=-20 i.jp.•-„, . • - Concentrated Loads(Ib) .•0' •.0aJ; Vert:6=59(F=29,B=29)7=-68(F=-34,B=34)8=21(F=10,B=10)9=-11(F=-6,8=-6) 5= .- O•�.. ��• �e-1// ,ONAl�\ON Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev.11/03/201S BEFORE USE. Design valid for use only with Mllek5 connectors.this design Is based only upon rxrameters shown,and Is for an IndMduaI building cornp onenl,not a truss system.Before use,the building designer must verify the oppllcablIty of design parameters and properly incorporate this design into tlx:overall baking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent txacirsg MiTek' is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general griddrx:e regarding the k blicotkrn.storage.detNery,erection and bracing of trusses and truss systems.soOANSI/TPI I Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Sate 312,Alexondila,VA 22314. Tampa.FL 33610 ---- Job Truss (Truss Type Qty Ply ROY RESIDENCE i 78629159 16.020201 JC08B Diagonal Hip Girder 1 1 . . Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:04 2016 Page 1 ID:CziXFeuon509OR4TET8wmZzd?rz-TISp??eiPAl laes8?SNW 7mKOB_hStAQ1 OGdBtUzGuyL I 4-3-14 8-4.5 4-3-14 4-0-7 Scale=1:18.9 3 3.54 12 NAILED NAILED 7 356 I NAILED 2 (� NAILED LI a 6 - N lo, r yy (1,J N 1 a' N- 8 r'I .48,•- ill- 8 9 4 NAILED 1.5x4 !I NAILED NAILED NAILED 4x6= 18-4-5 I _ 8-4-5 LOADING(psf) SPACING- 2-0-0 CSI. , DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 I Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.12 4-5 >791 180 BCLL 0.0 • Rep Stress ncr NO WB 0.03 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=333/0.9-14,3=337/Mechanical,4=55/Mechanical Max Horz 1=134(LC 21) Max Uplift/=138(LC 8),3=-212(LC 8),4=-1(LC 8) Max Grav1=333(LC 1),3=337(LC 1),4=85(LC 3) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)foProvide mechanicalr nnection(byoss to truss therrs tlof truss to bearingplate capable of withstanding100 lb uplift at joint(s)4 except 1=lb 1=138 0..k p.1" A.ifi, � 5) , ,3=212. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. •k\X .••.......... C E N s••.-7i,-., 7)"NAILED'indicates 3-10d(0.148-x3')or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. •• F •• - �•• 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • No 39380 LOAD CASE(S) Standard = • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 'O • -�! '. Vert:1-3=-70,1-4=-20 . -T 1., •• : Concentrated Loads(Ib) P' Vert e..... 6=58(F=28,B=29)7=-74(F=-40,5=-34)8=21(F=10,8=10)9=-13(F=-7,B=-6) �� Q•..• ��, iili'IONALt" ON if, ItO Thomas A.Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 �� o Q WARNING-Verity design parameters and READ NOTES ON THIS AND VICLUDED WEB REFERANCE PAGE MN-7473 rev.10902015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters drown,and Is for an Individual building cornrxnent.not a truss system.Before use,the building designer must verily the appllcabiity of design parameters arid properly Incorfxrate this design Into the overall bulking 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 Inksy and property damage. For general guidance regarding the tabr catkn,storage,delivery,erection and bracing 01 trusses and truss systems.seeANSI/1%t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE : T8629160 16-020201 JC08C Diagonal Hip Girder i 1 1 L Job Reference optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MTek Industries,Inc. Fri May 13 14:31:05 2016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-1oc0BDLeK9U9cCnRKZAulgztbU01_cdZBdwNIPvaGuyK 4-3-14 8-4-5 4-3-14 4-0-7 Scale=1:18.9 l 3 1 3 54 i 12 NAILED NAILED 6 3x6 1 2 , — fli eA N 1 71 1 N111 �' � n i_•_, r � '.*1: 7 6 a NAILED 1,5x4 II NAILED NAILED NAILED 4x6= I8-4-5 I 8-4-5 —---- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1,25 BC 0.22 Vert(TL) -0.13 5 >710 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) _ Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 1=384/0-9-14,3=354/Mechanical,4=54/Mechanical Max Horz 1=134(LC 8) Max Uplift/=-137(LC 8),3=-209(LC 8),4=-1(LC 8) Max Gray 1=384(LC 1),3=354(LC 1),4=81(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and tight exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4ons. ill 5)Refer to girder(s)Provide mechanical rconnection(byothers)truss to truss oof truss to bearingplate capable of withstanding100 lb uplift at joint(s)4 except t=lb 1=137 ••S% &1111"A iii P EN P U- ) `,•• �PS A. q4 I,, 3=209. ♦ o e •• 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. •%,� .••�G E N S`'•.'_j,i, 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ` V• F '..•' • 8)I •n • the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39.380 • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 = •• Uniform Loads(p1f) •-0 • - Vert:1-3=-70,1-4=-20 i.�rP ••�W Z Concentrated Loads(lb) �. Vert:6=-62(F=-31,B=-31)7=-4(F=-2,B=-2)8=-10(F=-5,8=-5) ••i Fsi••.O R '.••C: Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.HW3.2016 BEFORE USE. Design valid for use only with Mltek®connectors.lis design Is bused only upon pxaaneters shown,and is Mor an individual building component.not ' a truss system.Before use,the bulking designer must verify the applicability of design parameters and property incorporate this design Into the overall • brlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and porno' Ircr:lrlg - 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.seeANSUIPI I Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.lee Street,State 312,Alexandria,VA 22314. j Tampa.FL 33610 Job I fruss truss Type 'Qty I Ply I ROY RESIDENCE i 786291611 16.020201 JC08D Diagonal HQ Girder 1 1 ' . r . Job Reference(optional) I TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 a Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:31:06 2016 Page 1 I D:CziXFeuon5O9OR4TET8wmZzd?rz-P7aZQhfywnHTpx0W 71P_DBQmboMOL4nKsa6lxNZGuyJ I 4-24 8-4-5 - 4-2-3 4-2-3 Scale=1:30.1 3.54 NAILED 3 NAILED 7j e NAILED 3x611 NAILED 2 7 5x65 I 1 • ; em 1010.4410410 1 Pi-Mil 9 5 to 6 NAILED 3x4 NAILED 4 1.5x4 II NAILED NAILED • I 4-2-3 8-4-5 I 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.14 5 >684 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.13 4-5 >757 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) -0.08 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:53 lb FT=0% LUMBER- BRACING- . TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. (lb/size) 6=335/0-7-6,3=339/Mechanical,4=57/Mechanical Max Horz 6=201(LC 8) Max Uplift6=-273(LC 4),3=-374(LC 8),4=21(LC 8) Max Grav6=370(LC 27),3=355(LC 25),4=90(LC 3) • • FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-308/234 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.It; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .01/11111/$1, fit between the bottom chord and any other members. ``•,,�\�PS...... . I.., 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)6=273 • �`,,�•rO••�C E N.............. ...;14..-, 3=374. • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : No 39380 7)"NAILED'indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • !*- 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - LOAD CASE(S) Standard 'O•' ✓CC 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '•.jQ . :1;1:1:.Z. Uniform Loads(pit) ��' .41/4.-....01--- ' *��• Vert:1-3=-70,4-6=-20 �� 0 A Q � Concentrated Loads(lb) Vert:7=68(F=34,B=34)8=-70(F=-35,B=-35)9=21(F=10,B=10)10=-16(F=-8,B=-8) ',e'�S• S�O N AL��?�`, IIIIII Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 i im. 0 WARNING-Verify design pararnaterc and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP 7473 rw.10/03/2015 BEFORE USE. Design valid for use only with Mlfela8 connectors.1Ns design Is based only upon parameters shown,arld Is for an Individual building component not a truss system.Before use,the bdidng designer mist verity the appilcabilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing 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,senANSI/IPI I Quality Criteria.058-99 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plale Institute,218 N.lee Street.Savile 312.Nexandtto,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply �ROY RESIDENCE T86291621 16-020201 JC08E Diagonal Hip Girder 1 1 • , Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MrTek Industries.Inc. Fri May 13 14:31:06 2016 Page 1 ID:CziXFeuon5090R4T ET8wmZzd?rz-P7aZQhtywnHTpxOW 71P_DBQn?oNrL4oKsa6lxNzGuyJ 4-2-3 8-4-5 4-2-3 I 4-2-3 Scale=1:30.1 3.54 •12 3 1 NAILED 71 '' NAILED 3x611 8 NAILED 2 7 54 1• 0 o 11111116iihn_.44441414 II II lel :�: 9 5 10 6 NAILED3x4_ NAILED 4 1.5x4 II NAILED I 4-2-3 8-4-5 I l 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 i Vert(LL) 0.13 5 >776 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 1 Vert(TL) -0.12 5 >828 180 BCLL 0.0 • Rep Stress!nor NO WB 0.04 Horz(TL) -0.07 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:53 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except SOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=314/0-7-6,3=296/Mechanical,4=53/Mechanical Max Horz 6=201(LC 8) Max Uplift6=-245(LC 4),3=-321(LC 8),4=-12(LC 8) Max Grav6=351(LC 27),3=320(LC 25),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-289/206 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,%%1 1 11111111 fit between the bottom chord and any other members. ``,�� ii %% s A. . I,�, 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)6=245�`,,�\•• •,G E N.Q•• q2/,ii 3=321. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N O 39380 •: • 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. .. ... 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ►-O • !— 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i • . •T s _moi- �: � Uniform Loads(pit) .� `( � Vert:1-3=-70,4-6=-20 li O R1 0..• .ss Concentrated b) Ven:7=68(F ads(134,B=34)8=-10(B=-35)9=21(F=10,B=10)10=-8(B) ,/ • ��SSi•. N..�•��s�, Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED AM1EK REFERANCE PAGE MI1-7473 res.10/0312015 BEFORE USE. wilt Design valid for use only watt MI lekg connectors.Iris design Is Laced only upon parameters shown.and Is for an Individual building component not a truss system.Before use,Me building designer must verify the applicability of design parameters and properly Incorporate.this design into the overall building design. @acing Indicated Is to prevent bucklIng of individual truss web and/or chord members only.Addtkxhal temporary and permanent bracing MiTek' Is always reguked for stability and to prevent collapse with possible personal kff<ry and properly damage. For general gridince regarding the fabrlcatkm.storage,delivery,erection and tracing of treses and tr ss systems,seeANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Informallon available from Truss Plate InstArte,218 N.lee Street.Shite 312,Alexarxirkt,VA 22314. Tampa.FL 33610 Job truss Truss Type Oty Ply ROY RESIDENCE 78629163 16-020201 JCO8F Diagonal Flip Girder 1 1 . • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:31:07 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-tK8xel gah5PKR5bjhawDlOyxDCiL4W6T4EsrUpzGuyl 4-3-14 __ 8-4-5 , 4-3-14 4-0-7 Scale=1:18.9 3 312 NAILED 54 `, NAILED 7 3x6 I 2 Ii NAILED a •• 6 ry rIi ' ' 1111N 1 5 _....111111111111111111111111111111111111- I a 5 9 4 NAILED NAILED 1.5x4 !! NAILED 4x6= i 8-4-5 I 8-4-5 _--_-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.13 5 >755 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 3 Na n/a BCDL 10.0 Code FRC2014ITPI2007 (Matrix) Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer J Installation guide. REACTIONS. (lb/size) 1=357/0-9-14,3=343/Mechanical,4=54/Mechanical Max Horz 1=134(LC 8) Max Upliftl=-137(LC 8),3=-209(LC 8),4=-1(LC 8) Max Grav1=357(LC 1),3=343(LC 1),4=82(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=241t;eave=411;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,��01111111#1,10, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)1=137 ```� PS A 44 1,' ,3=209. ♦ Q�. e , 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,•%i� .• .C E Ni-..14,, �� 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. . V ' . / . 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No• 39380 •• LOAD CASE(S) Standard : 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) —"O • • Vert:1-3=-70,1-4=-20 • Concentrated Loads(lb) ��. • --:..41. `'; . 4' Vert:6=29(B)7=-65(F=-31,B=-34)8=8(F=-2,B=10)9=-11(F=-5,B=-6) ,�'- / Q R 1 0�••�\,�� ifi'SS;O N A� ,.``�* u. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.16N312015 BEFORE USE. imill Design valid for use only with Mllek5n connectors.Iris design Is based only upon parameters shown,and Is for or)Individual building component.not a truss system.Before use,the building designer must verity the applied lily of design parameters and i xoperly 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 gukicnce regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovallatle from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexaidrta,VA 22314. Tampa,FL 33610 — Job Truss Truss Type Qty Ply ROY RESIDENCE 18629164 16-020201 JCDBG Diagonal Hip Girder 4 I .0 • • I Job Reference(option) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek industries,Inc. Fri May 13 14:31:07 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-tKexel gah5PKR5bjhawDIOyxSCiE4W9T4EsrUpzGuyl I 43.14 _ 8.4-5 4-3-14 4-0.7 Scale=1:18.9 3 t I I NAILED 3.54 12 NAILED 7 'J 3x6 'I NAILED 2 - NAILED 6 o, N l'ti f N 1 T )/ .3:: i 89 4 NAILED 1.5x4 1 NAILED NAILED AILED 4x6= 8-4-5 1 8-4-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.12 4-5 >804 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:42 lb FT=0% • LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 ; MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installationguide. REACTIONS. (Ib/size) 1=330/0-9-14,3=332/Mechanical,4=54/Mechanical Max Horz1=134(LC 8) Max Uplift/=-137(LC 8),3=210(LC 8),4=-1(LC 8) Max Grav1=330(LC 1),3=332(LC 1),4=84(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25tl;B=45ft;L=24ft;eave=4it;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `��1 III/11I��' • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)1=137 ��,` PS A. A� �0, ,3=210. ♦ 0 B 10 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `•%ase .••\G E Ns••.".4, .. 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • V F 8)In the LOAD CASE(S)section,loads applied to the lace of the truss are noted as front(F)or back(B). N O 39.3. 80 LOAD CASE(S) Standard ••I • * • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) "13 • ----- -- • Vert:1-3=-70,1-4=-20 17.jP . •T' • • : W Concentrated Loads(Ib) ' e .....4* . W Vert:6=59(F=29,B=29)7=-68(F=-34,B=-34)8=21(F=10,B=10)9=-11(F=-6,B=-6) ,0*-.0% i R 1 Q•�.• �� • •��''SS;O N A t-i��• Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 MAIM 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M11elrt connectors.Ihis design Is txsed only upon pi-sanders shown.and is for m bdMduat building component,not tut a truss system.Before use,the bullring designer must verify fixe appftcat4iy of design hexameters and properly incorporate this design Into he overall building design. Bracing Indicated Is to prevent huddling of Individual truss web and/or chord members only. Ad<Ational temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury acid properly damage. For general guidance regarding One fabrication.storage,delNery.erection and bracing of trusses and truss systems.see.ANSI/TPI I Quarry Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Sal•y Information avdable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 2'2314. Tampa.FL 33610 › — lip co nQo � zm D D II co Mil I I ' 01 A 3 3 14 0 ar.. 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() Q A O ?)(2. v�, (gipp 'a ? ]Q –Q NQ 4 j fi -�c J�Q ,��, �Q� A O (-51 6� C.�u, 'G Q U6 R6 Q (D 6 mQ D 0Q 3O UO N° a.7 -O _Q" 20- _,j _OD P-3 V) \V co apo �0 S'' a ° ac Ym 03 $a ¢•a '- n O� O 5 tig '^N NO N O °£ p Q N O O - O j n A• O Q' 3 O Ip m cQ �_ Ssz c-a a o oa a 8. a y f9a m a 0. < No ti O �' 3 o H m o m D Z o a m ,Q '°Q 3 R (D 0 N Cl) =11ttw Jobrn -0ye: Label: BMI-i279 MemMIber Type: Beam I Level: 1st Floor 1 tvliTek SAPPHIRETM Structure Version 7.6.3.206 Page: 1 of 19 MuTe k a Designed by Single Member Design Engine Date: 05/13/2016 16:41:39 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed OFFICE COPY = = .0 2 /� / 5.08 - 21-03-08 ' (08 4/ 22-02-08 11/ Graphical Illustration-Not To Scale Member Cut Length-22'-2 1/2" MemberPitch-0/12 Design Results . C"l i .r,,n r"dtihif lrt, s.,�;,:.. r91' " ( tft .,.0,•.7.....,„.....,5 - .r.�+kl �{ppp .1„7,.,..,..-„%-,,,.. t' , �t r ) (p , iql t ,, y - , t,{,1ri11PGW it�li,r•- M.v -u . i.,.. .5 ��. (rhI; 1i, ..,st ,''?'I i;N,. ,. ,, .li Building Code•I BC2o15 Design Methodology-ASD Unbraced Length(Top/Bottom)-0'/12'-1 9116" Design Control Result 1.12E Load Combination Critical Moment(Pos) 15515.24Ib It @9-711/16" 45022.29 lb ft Passed-34% 1.00 D+L Critical Shear 1808.66 lb @ 1'-11 1/2" 11970.00 lb Passed-15% 1.00 D•L Live Load Deflection 0'-3/16"@ 10-83/4" 0'-3/4"(U360) Passed-L/999 - L Total Load Deflection 0'-3/8"@10'-103/4" 0-1"(L/240) Passed-L/739 - D+L Max.Reaction 1894.75 lb @ 0'-4 1/2" 13956.25 lb Passed-14% 1.00 D+L Max.Reaction 1811.47 lb @ 21-10" 13956.27 lb Passed-13% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes Type Start End. Source Dead Floor Live Roof Live Snow Self Weight a 27.21/7' Self weight 16.00Ib/ft - - - UNform -0' 27-2 1/7' FC4 Floor Material 6.00 lb/ft 22.00 lb/ft - - Uniform 17-11 3/4" 14'-3 3/4" W53(i64) 74.00 lb/ft - 73.00 lb/ft - Uniform 13'-1011/16" 15'-2 11/16" W53(i64) 74.00 lb/ft - 58.00 lb/ft - Uniform 15'-21/4" 16-61/4" 153(764) 79.00 lb/ft - 70.00 lb/ft - Uniform 16-5 3/4" 1T-9 3/4" W53(i64) 74.00 Ib/ft - 58.00 Ib/ft - Uniform 1T-411/16" 18'•811/16" W53(i64) 74.00 lb/ft - 73.00 lb/ft - Point 9'-711/16" 9'-711/16' BM13(i281) 777.00 lb 1454.00 lb 111.00 lb - Support Information: Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 c. 0'-5 1/2" P002(142) 824.00 lb 1071.00 lb 186.00 lb - 2 21'-9 22'-2 1/2" PB03)143) 939.00 lb 873.00lb 366.00lb - g,rrors.Warnings & Notes: „ *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member grapple,dimensions,and locations shown on this report ere based on the centerline of tho member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may After Iran design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. nut.I., ik MIJob: " ype: Label: BM2-i274 Meme Type:Type: Beam I Level: 1st Floor MiTek SAPPHIRETM Structure Version 7.6.3.206 Page:2 of 19 Designed by Single Member Design Engine Date:05/13/2016 16:41:40 MiTek Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed \EJ = = = -sR 11 __ 1 2 3 /T12 21-04-08 A48 9-04-08 ' O0 31-10-04 Graphical Illustration-Not To Scale Member Cut Length-31'-10 1/4" MemberPitch-0112 Design Results: Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0'/14'-1" Design Control Result LQE Load Combinatiort Critical Moment(Pos) 14527.27 lb ft a 22' 45022.29 lb ft Passed-32% 1.00 D+L Critical Shear 7794.58 lb©23'-9 3/4" 14962.50 D Passed-52% 1.25 D+0.75(L+Lr) Live Load Deflection 0'-1/8"©11'-3" 0'-3/4"(L/360) Passed-U999 - 0.75(L+Lr+0.6W) Total Load Deflection 0'-1/4"a 11'-1 5/16" 0'-1"(L/240) Passed-L/994 - D+0.75(L+Lr+0.6W) Max.Reaction 1191.78 lb©0%2 3/4" 10828.09 lb Passed-11% 1.00 D+l Max.Reaction 12287.151b a 22' 19687.38 Ib Passed-62% 1.25 D+0.75(L+Lr) Max.Reaction 2078.65 lb @ 31'-91/4" 5074.98 lb Passed-41% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between pies according to code specification Loading; Maximum Load Magnitudes Tvoe Start Eng Source Dead Floor Live Roof Live Snow Self Weight 0' 31'-10 1/4" Self Weight 16.00 lb/ft - - Uniform 0.1/8" 14'-73/4" FC4 Floor Material 13.00 lb/ft 53.00 Ib/ft - Uniform 14'-5" 15'-53/8" W56(i61) 432.00 Ib/ft - 466.00 lb/ft - Uniform 14'-7 3/4" 23'-33/4" FC4 Floor Material 8.00 lb/ft 30.00 lb/ft - - Uniform 16' 1T-4" W56(i61) 75.00lb/ft - 82.00lb/ft - Uniform 17-101/2" 19'-21/2" W56(i61) 76.00 Ib/ft - 84.00lb/ft Uniform 19'-10 15116" 21'-2 15/16" W56(161) 50.00 lb/ft - 56.00 lb/ft - Uniform 21'-1015/18" 23'-2 15/16" W56(161) 23.00 lb/ft - 24.00 lb/ft - Uniform 23'-33/4" 24'-51/4" FC4 Floor Material 15.00 Ib/ft 61.00 lb/ft - - Uniform 23'-9 1/2" 25'-11/2" W56(i61) 187.00 lb/ft - 236.00 lb/ft - Uniform 25'-7/16" 26'-4 7/16" W56(i61) 44.00 lb/ft - 39.00 lb/ft - Uniform 27'-7/16" 28'-4 7/16" W56(161) 23.00 lb/ft - 25.00Ib/ft - Uniform 28'-1015/16" 29'-71/2" W56(161) 98.00lb/ft - 77.00 lb/ft - Point 14'-5" 14'-5" 111/57(160) 119.00lb - 117.00lb - Point 14'-61/2" 14'-61/2" 8M15(i181) 853.00 lb 779.00 lb 511.00 lb - Point 16'-3" 16'-3" A16(c01) 443.00 lb - 495.00 lb - Point 24'-51/4" 24'-51/4" BM11(i276) 2203.00 lb 1343.00 ib 1398.00 lb - Point 24'-10 3/8" 24'-10 3/8" W56(i61) 1343.00 Ib - 1111.0015 - Pofnt 25-11" 25'-11" F20(c01) 129.00 Ib 358.001b - - Point 27'-3" 2T-3" F20(c01) 124.00 lb 339.00 Ib - - Point 28'-7" 28'-7" F20(c01) 118.00 lb 312.00 lb - - Point 29'-71/2" 29'-71/2' W55(i67) 29.00 lb - 23.00 lb - Point 29'-812" 29'-81/2" BM12(i170) 271.00 lb 313.00 lb 77.00 lb - Point 31'-12" 31'-1/2" F20(c01) 117.00 lb 310.00 lb - - Suaaort Information: Maximum Analysis Reactions SuDDort Blatt End. Source Dead Floor Live Roof Live Snow 1 0' 0-33/4" W970121) 54200 lb 829.00/-64.00 lb 552.001-72.00 lb - 2 21'-8 114" 22-3 3/4" W103(1283) 6353.00 lb 3442.00lb 4471.00 lb - 3 31'-8 114" 31'-10 1/4" PB03043) 808.00 lb 1260.00 lb 765.00 lb - Errors.Warnings& Notes: ., . *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report Is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. EMI=A. A MI Member Type: Label: BM3-i272 Member Type: Beam I Level: 1st Floor p MiTek SAPPHIRETM Structure Version 7.6.3.206 Page: 3 of 19 MiTe k.L Designed by Single Member Design Engine Date: 05/13/2016 16:41:40 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed •1==i1AB, b b 4. b b • • • • N 1 2 / 71 9-04-08 /2 00 4/ 10-02-00 1 Graphical Illustration-Not To Scale Member Cut Length-10'-2" MemberPitch-0/12 �BSiIIht sB 1L$r l tt'i ..,1.,] ,..,2:::,'...... ►1 ,I...'If :`,4 ;41 'i "s' ,Y� 'I'.,. ) 4400c�.r l..,,,,•,..,i.,..,„,,.,„-7.-;,.,.,,.,,,...,1 5" 't7 ' I • Building Code-IBC2015 Design Methodology-ASD unbraced Length(Top/Bottom)-0'/1'-10" Desian Controt Result LQE Load Combination Critical Moment(Poe) 14062.71 lb ft @Z-9" 56277.85 lb ft Passed-25% 1.25 D+0.75(L+Lr) Critical Shear 6328.69 lb @ 2'-1 1/2" 14962.50 Ib Passed-42% 1.25 0+0.75(L+Lr) Live Load Deflection 0'-1/16"ID 4'-1011/16" 0'-3/4"(U360) Passed-L/999 - 0.75(L+Lr+0.6W) Total Load Deflection 0'-1/16"@ 4'-10 5/16'- 0'-1"(L/240) Passed-L/999 - D+0.75(L+Lr+0.6W) Max.Reaction 6470.61 lb<•i 0'-6 1/2" 19687.64 lb Passed-33% 1.25 D+0.75(L+Lr) Max.Reaction 2486.26 lb @ 10'-1" 5075.07 lb Passed-49% 1.00 D•L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes Type Start Elad. Source Dead Floor Live Roof Live Snow Self Weight 0' 10'-2" Self Weight 16.00 Ibftt - - - Uniform a 1'-7 1/2" FC4 Floor Material 7.00 lb/ft 27.00 lb/ft - - Uniform 1'-7 1/2" 3'-1/2" FC4 Floor Material 8.00 Ib/ft 33.00 INK -• Uniform 1'-7 1/2" 7-9" FC4 Floor Material 24.00 lb/ft 95.00lb/ft - - Pant 2'-9" 2'-9" BM11(i276) 3808.00 lb 1464.00 lb 3022.00 lb - Point 2'-9 3/4" 7-9 3/4" W49(i71) 65.00 lb - 74.00 lb - Point 2'-10 3/4" 2'-103/4" BM18(i270) 73.00 lb - 77.00 lb - Point 3'-1/2" 3'-1/2" FC4 Floor Material 1.00lb 3.001b - - Point 4'-1/4" 4'-1/4" F19(c03) 93.00 lb 254.00 lb - - Point 5'-41/4" 5'-41/4" F19(c03) 95.00 lb 261.00 lb - - Point 6'-8 1/4" 6'•81/4" F19(c03) 95.00 lb 261.00 lb - - Point 8'•1/4" 8'-1/4" F19(c03) 95.00 lb 261.00 lb - - Point 9'-41/4" 9'-4 1/4" F19(c03) 89.00 lb 238.00 lb • - Support Information: Maximum Analysis jaggaigna Support Start End Source Dead Floor Live Roof Live Snow 1 0' 0'-7 1/2" W103(i283) 3221.00 lb 1718.00 lb 2349.00 lb - 2 10' 10' 2" PB02(i42) 1408.00 lb 1221.00 lb 824.00 lb - Errors.Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. MINM A. Membe16r Label: BM4-1282 MI I Member0202 Beam Level: 1st Floor ` MiTek SAPPHIRETM Structure Version 7.6.3.206 Page:4 of 19 MiTek Designed by Single Member Design Engine Date: 05/13/2016 16:41:40 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed 4 4 1 JA, 1 1 1 1 1 1 1 2 `5.08 14-03-00 4/5//.38 15-02-00 Graphical Illustration-Not To Scale Member Cut Length-15'-2" MemberPitch-0/12 Design Results: .- Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0710'-2 1/2" Design Control Result LEE Load Combination Critical Moment(Pos) 2333.94 lb ft©4'-10 7/16" 45022.291b ft Passed-5% 1.00 D+L Critical Shear 864.09 lb©1'-111/2" 11970.00 lb Passed-7% 1.00 D+L Live Load Deflection 0©7'-1 5/16" 0'-3/4"(L/360) Passed-L/999 - L Total Load Deflection 0'-1/16"@ T-19/16" 0'-1"(L/240) Passed-L/999 - O+L Max.Reaction 1161.79 lb @ 0'-4 1/2" 15421.64 lb Passed-8% 1.00 D+L Max.Reaction 2032.45 lb(L1 14-9 1/2" 15422.04 lb Passed-13% 1.25 D*0.75(L+Lr) Design Notes: *Member design assumed proper ply to ply connection. Venfy connection between plies according to code specification Loading: • Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0' 15-2" Self Weight 16.001b11t - - Uniform Cr 4-6" FC1 Floor Material 6.00 lb/ft 24.00lb/ft - - Uniform 4'-6" 15'-2" FC1 Floor Material 7.00lb/ft 27.00 lb/ft - - Polnt 0'-2 3/4" 0'-2 3/4" W44(i55) 149.00 lb - 141.00 lb - Point 1'-81/4" 1'-81/4" FG03(c01) 83.00 lb 235.00 lb - - Point 3'-1/4" 3'-1/4" FG03(c02) 78.00 lb 216.00 lb - - Point 4'-41/4" 4'-41/4" FG03(c03) 56.00 lb 111.00 lb 4.00 lb - Po1nt 4'-6" 4'-6" FC1 Floor Material 1.00 lb 4.00 lb - - Point 14'-11 1/4" 14-11 1/4" W46(i54) 937.00 lb - 861.00 lb - Supporf Information: Maximum Analysis Reactions Support Start land. Source Dead Floor Live Roof Live Snow 1 0' 0'-5 1/2" Vt39(i48) 506.00 lb 666.00 lb 148.00 lb - 2 14'-8 1/2" 15'-2" W42(i49) 1147.00 lb 298.00 lb 858.00 lb - rrors.Warnings& Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. i -Transfer reactions may lifter from design results as allowed per building codes and standard load distribution practices. -This report Is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. Job: 16-020201 Label: BM5-1280 Memberr Type: Beam I Level: 1st Floor . MI MiTek SAPPHIRETM Structure Version 7.6.3.206 Page: 5 of 19 MiTekMa Designed by Single Member Design Engine Date:05/13/2016 16:41:40 ' Member: 2-onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed isl- 1 J. ,1 \, J = 1 1 si, .0.1=i1 11 I 1 1 1 1 1 Z 1 I I, J. 1 1 2 2008 16-04-0041/ 08 19-07-08 �(-08 37-06-00 Graphical Illustration-Not To Scale Member Cut Length-37-6" MemberPitch-0/12 Design Results: .; 0. Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0'-3/8"/19'-7 1/2" Design Control Result ME Load Combination Critical Moment(Pos) 6013.50lb ft(©17%2 1/4" 30108.36 b ft Passed-20% 1.60 D+0.75(L+Lr+0.6W) Critical Shear 1376.63 lb rd'18'-11" 14962.50 Ib Passed-9% 1.25 D+0.75(1*Lr) Live Load Deflection 0'-1/16"@ 27-813/16" 0'-3/4"(1/360) Passed-L/999 - 0.75(1+Lr+0.6W) Total Load Deflection 0'-1/16"@ 27-11 15/16" 0'-1"(U240) Passed-U999 - D+0.75(L+Lr+0.6W) Max.Reaction 990.72 lb(140-4 3/4" 15421.39 lb Passed-6% 1.25 D+0.75(1+Lr) Max.Reaction 3129.40 lb 02 17'-2 1/4" 15421.71 lb Passed-20% 1.25 D+0.75(1+Lr) Max.Reaction 1155.61 lb a 3T-1 1/2" 15421.59 lb Passed-7% 1.25 D+0.75(L+Lr) Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification *The deflection at the cantilever for either five and/or total loads is less than 3/8"and therefore has been excluded from the deflection ratio considerations. Loading: Maximum Load Magnitudes Tvne Start Eng Source Dead Floor Live Roof Live Snow Self Weight 0 37'-6" Self Weight 16.00 lb/ft - - - Uniform 0'-2" 17-1 1/2" FC4 Floor Material 7.00 lb/ft 30.00 lb/ft - - Uniform 0'-413/16" 1'-15/16" W31059) 128.00 lb/ft - 98.001WR - Uniform 1'-7 7/8' 2'-11 7/8" W61(i59) 23.00 lb/ft - 25.00 lb/ft - Uniform 3'-7 7/8" 4'-11 7/8" A61(i59) 50.00 lb/ft - 56.00 lb/ft - i Uniform 6-8 5/16" T-5/16" W61(i59) 76.00 lb/ft - 85.00lb/ft - Uniform 7'-6 13/16" 8'-1013/16" W61(159) 76.00 lb/ft - 85.00Ib/ft - Uniform 9'-2 13/16" 17'-2 13/16" W61(i59) 52.00 lb/it - 58.00 lb/ft - Uniform 17'-1 1/2" 37'-6" FC4 Floor Material 6.00 lb/ft 24.00 lb/ft - - Uniform 17'-6 13/16" 18'-1013/16" W61(i59) 70.00 Ib/ft - 70.00 lb/ft - Uniform 16-9 1/4" 20'-1 3/16" W61(i59) 70.00 lb/ft - 70.00 lb/ft - Uniform 20'-5 1/4" 28'-51/4" 0.61(i59) 52.00 Ib ft - 58.00 b/ft - Uniform 26-9 1/4" 30'-1 3/16" A61059) 76.00 Ib/ft - 85.00 ib/ft - Uniform 30'-73/4" 31'-11 11/16" W61(i59) 76.00 Ib/it - 85.00 lb/ft - Uniform 32'-8 1/8" 34'-3/16" W61(i59) 50.00 lb/ft - 56.00 lb/ft - Uniform 34'-8 1/8" 36'-3/16" W61(i59) 23.00 lb/ft - 25.00 lb/ft - Uniform 36-6 11/16" 3T-3 1/4" 1A61(i59) 128.00 lb/ft - 97.00 ib/ft - Point 0'-1/4" 0'-1/4" RM32 1.00 lb - 2.00 lb - Point 0'-413/16" 0'-413/16" W62(i58) 95.00 lb - 73.00 lb Point 37'-31/4" 37-31/4" W60(i65) 84.00 lb - 64.00 lb - Support Information: Maximum Analysis Reactions Support Start End Source Dead floor Liv@ Roof Live Snow 1 0'-2" 0'-71/2" W89098) 504.00 lb 227.001-38.00 lb 423.00/-89.00 lb - 2 16'-11 1/2" 17-5" V787(i96) 1703.00 Ib 607.00 lb 1298.00 lb - 3 37-1/2" 37-6" W90(i99) 631.00 lb 214.062-24.00 lb 483.00/-44.00 lb - Errors.Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. mom k Member eLabel: BM6-1182 Member Type: Beam Level: 1st Floor MiTek SAPPHIRET''Structure Version 7.6.3.206 Page: 6 of 19 Designed by Single Member Design Engine Date: 05/13/2016 16:41:40 MiTek* Member: 2 -onCENTER LVL 2.0E 1 3/4" x 18" Status: Design Passed 4/ I 4, I 1111 J, J, 1 I III •8 4-02-04 , 04 4/ 5-00-00 Graphical Illustration-Not To Scale Member Cut Length-S MemberPitch-0/12 Design Results: Bwld,rg Code-1302015 Design Methodology-ASD Unbraced Length(Top/Bottom)-074-3 3/4" Design Control Result LIM Load Combination Critical Moment(Pos) 207.82 lbft(l2'-61/2" 45022.29 lb ft Passed-0% 1.00 D+L Critical Shear 54.37 lb @ 3'-1 3/4" 11970.00 lb Passed-0% 1.00 D+L Live Load Deflection 0'@ 2'-6 5/16" 0'-3/4"(L/360) Passed-L/999 - 0.75(L+Lr+0.655) Total Load Deflection 0'42-63/8" 0'-1"(L/240) Passed-U999 - D+0.75(1_+Lt+0.655) Max.Reaction 232.11 lb @0-412" 15421.87 lb Passed-2% 1.00 D+L Max.Reaction 283.42 lb(474'.83/4" 12164.28 lb Passed-2% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes Type Start Ells/ Source Dead Floor Live Roof Live Snow Self weight 0' 5' Self weight 16.00 Ibfft - - - Uniform 0' 5' FC4 Floor Material 5.00 lb/ft 21.00 lb/ft - - Uniform 0' 0-51/2" FC4 Floor Material 100 lb/ft 6.00 Ib/ft - - ' Uniform 0'-5 3/16" 1'.9 3/16" 1A58(i72) 50.00 lb/ft - 56 00 Ib/ft - Uniform Cr-51/2" 5' FC4 Floor Material 5.00 lb/ft 20.00Ib/t - - Uniform 2'-5 3/16" 3'-9 3116" W58(i72) 23.00 Ib/ft - 25 00 lb/ft - Uniform 4'-3 3/4" 4'-11" 5558(i72) 128.00 lb/ft - 97.00!b/ft - Suppott Information: Maximum Analysis Reactions Support ,tel End Source Dead Floor Live Roof Live Snow 0' 0'-51/2" - 136.00 lb 97.00 lb 76.00 lb - ++> 0'-1 7/8" 0'-1 7/8" W37(i40) 93.00 lb 66.00 lb 52.00 lb - ++> 0'-3 3/4" 0'-3 3/4" W36(i41) 43.00 Ib 31.00lb 24.00 Ib • 2 4'-7 3/4' 5' - 173.00 lb 109.00 lb 90.00 lb - ++> 4-91/8• 4'-91/8" VV22(i25) 64.00 Ib 40.00lb 33.00 lb - ++> 4'-10 5/8' 4-10 5/8" 5521(i 19) 109.00 lb 69.00 lb 57.00 lb - Errors,Warnings & Notes; *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report Is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. mi. 9..., Job Member Label: BM7-i271 Member 0202:: Beam Level: 1st Floor MiTek SAPPHIRET'"Structure Version 7.6.3.206 Page: 7 of 19 MiTek■ Designed by Single Member Design Engine Date:05/13/2016 16:41:40 ", Member: 3 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed = y 4 47 J b 4.\[111,=.1. 4, �d ,kb bb 4„t. 4. .1 4, b b b 1 2 3 4/ /106.0//8 9-08-00 1' '} 8 7-04-00 /I/d08 3-06-00 4/ 08 22-10-00 t Graphical Illustration-Not To Scale Member Cul Length-22-10" MemberPitch-0/12 Design Results ,.iilil11iiaui`..i zy ,i• 1;',: t i541yri,!iil 1, 4iiii , rr( t .S ;.51 y i It I ri, 3s i .. tf{3Y li ,1.Ir,,9 r.1i. ,l.:r,. .il:i f .1. . F: ,, i':, 5 Building Code-I BC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0'-6"/i'-1/2" Design Control Result LQE Load Combination Critical Moment(Pos) 7669.37 lb ft©10'-10 1/4" 6753343 lb ft Passed-11% 1.00 D+L Critical Shear 3285.71 lb©9'-1 1/2" 17955.00 lb Passed-18% 1.00 D+L Live Load Deflection 0'®5'-511/16" 0'-3/4"(1.1360) Passed-1./999 - 0.75(1.+Lr+0.61N) Total Load Deflection 0-1/16"©5'-5 1/4" 0'-1"(L/240) Passed-1)999 - 0+0.75(1_+Lr+0.6W) Max.Reaction 5248.33 lb©0'-83/4" 20934.34 lb Passed-25% 1.25 D+0.75(L+Lr) Max.Reaction 12550.78 lb©10'-101/4" 20934.40 lb Passed-60% 1.00 D+L Max.Reaction 3966.25 lb a 18'-73/4" 23132.93 lb Passed-17% 1.00 D+L Max.Reaction 87128 lb©22'-51/2" 23132.84 lb Passed-4% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification *The deflection at the cantilever for either live and/or total loads is less than 3/8"and therefore has been excluded from the deflection ratio considerations. Loading. Maximum Load Magnitudes Tvoe Start End Source Dead Floor Live Roof Live Snow Self weight 0' 22'-10" Self weight 25.00 Ib/ft - • - Uniform 0'-83/4" 1'-5 5/16" 0.64070) 128.00 Ib/ft - 97.00 lb/ft - Uniform 1'-1113/16" 3'-313/16" 1A64(i70) 23.00 lb/ft - 25.00 lb/ft - Uniform 3'-1113/16" 5-313/16" W64(i70) 50.00lb/ft - 55.00lb/ft - Unifomt 5'-10 3/4" 7'-2 314" V164(i70) 432.00 lb/ft • 391.00 lb/ft - Uniform 7'-10 3/4" 9'-23/4" 1A64(i70) 176.00 lb/ft - 172.00 Ib/fl - Uniform 8'-10 3/4" 10'-23/4" 1A64(170) 206.0010/ft - 196.00 lb/ft - Point 0'-73/4" 0'-73/4" 8M9(i265) 472.00 lb 223.00 lb 291.00 lb - Point 0'-83/4" 0'-83/4" w73(i82) 56.00 lb - 42.00 lb - Point 1'-61/4" 1'•61/4" Al2(c01) 1107.00 lb - 960.00 lb - Point 1'-11 3/4" 1'-11 3/4" F22(c02) 156.00 lb 434.00 lb - - Point 3'-3 3/4" 3'-33/4" F22(c02) 151.00 lb 412.00 lb • - Point 3'-61/4" 3'-61/4" A11(c01) 263.00 lb - 300.00 lb - Point 4'-73/4" 4'-7 3/4" F22(c02) 151.00 lb 412.00 lb - - Point 5%6 114" 5'-6 1/4" A10(c01) 263.00 lb - 300.00 lb - Point 5'-11 314" 5'-11 3/4" F22(c02) 152.00 lb 412.00 lb 1.00 lb - Point 7'-33/4" 7-33/4" F22(c02) 152.00 lb 412.00 lb 2.00 Ib - Point 7'•6 1/4" 7'-6 1/4" A09(c01) 252.00 lb - 288.00 lb - Point 8'-73/4" 8'-73/4" F22(c02) 152.0010 412.00 lb 1.00 lb - Point 9'-61/4" 9'-61/4" A08(c01) 263.00 lb - 316.00 lb - Point 9'-11 3/4" 9'-11 3/4" F22(c02) 134.00 lb 341.00 lb 1.001b - Point 10'-101/4" 10'-101/4" BM8(i277) 2407.00 lb 219.00 lb 2471.00 lb - Point 10'-10 1/4" 10'-10 1/4" BM16(i273) 234.00 lb 1860.00/-45.00 lb 1442.00/-31.00 lb - Point 11'-33/4" 11'-33/4" F21(c07) 93.001b 221.0010 - - Point 12'-21/4" 12'-21/4" F13(c03) 163.00 lb 427.00 lb 6.00 lb - Point 12'-7 3/4" 12'-73/4" F21(c07) 120.0010 329.0010 - - Point 13'-61/4" 13'-6114" F13(c03) 153.00 lb 406.00 lb 2.001b - Point 13'-11 3/4" 13'-11 3/4" F21(c07) 120.00 lb 329.00 lb - - Point 14'-101/4" 14'-101/4" F13(c03) 152.00 lb 406.00 lb 1.00 lb - Point 15'-3 3/4" 15'-3 3/4" F21(c07) 120.00 lb 329.00 lb • - Point 16'-21/4" 16'-2 1/4" F13(c03) 170.0010 406.00 lb 19.00 lb - Poinl 16'-73/4" 16'-73/4" F21(c07) 120.00 lb 329.00 lb • - Point 17'-61/4" 17'-61/4" F13(c02) 182.00 lb 527.00 lb - - Point 17'-11 3/4" 17'-11 3/4" F21(c07) 120.00 Ib 329.00 lb - - Point 19'-33/4" 19'-3 3/4" F21(c07) 120.0010 329.0010 - - Point 20'-7 3/4" 20'-7 3/4" F21(c07) 120.0010 329.001b - - -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. I_— . Mill 16-020201 Label" BM7-i271 Member Type: Beam Level: 1st Floor MiTek SAPPHIRET'"Structure Version 7.6.3.206 Page:8 of 19 MiTek' Designed by Single Member Design Engine Date:05/13/2016 16:41:40 Member: 3 -onCENTER LVL 2.0E 1 314"x 18" Status:Design Passed Point 21'-11 3/4" 21'-11 3/4" F21(c07) 102.00 lb 258.00 lb - - Support Information: Maximum Analysis Rearing SUDDort Start End Source Dead Floor Live Roof Live Snow 1 0%6" 0'-11 1/2" P804(1109) 2725.00 lb 1380.00/-180.00 lb 1931.00/-1.00 lb - 2 10'-7 1/2" 11-1" PB050262) 6532.00 lb 6379.00/-45.00 lb 6105.00/-31.00 lb 3 18' 5" 18'-101/2" W102(i244) 548.00 lb 3057.00/-97.00 lb 22.00/-636.00 lb 4 22'-4 1f2" 22'-10" W15(i10) 249.00 lb 625.00/-16.00 b 216.00/-5.00 lb - rr Errors.Warnings & Notes: r' *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphs,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled condtions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified desil,1 professional. --w. MillJob: 16-020201 Label: BM8-i277 Member Type: Beam I Level: 1st Floor MiTek SAPPHIRETM'Structure Version 7.6.3.206 Page:9 of 19 Designed by Single Member Design Engine Date: 05/13/2016 16:41:40 Mire Member: 2-onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed = ,../ \./. \-, ,.../ v= = = .1, 1 .. J, St J, St 1 J J, St J I t N. ;1( 1 2 / 14-09-00 '�g 4/ 15-02-08 11/ Graphical Illustration-Not To Scale Member Cut Length-15'-21/2" MemberPitch 0/12 ty sIbR Results .t`, i�'.�'li 1c ..ifst i F l.: ii i Hl, Ire`s 'ru 0It;r ti 1ti14 .tfa!i 1�t� (r q T:F.. r"(l'I -a �f. i _ , Building Code-IBC2015 Design Methodology-ASO Unbraced Length(Top/Bottom)-U/14'-9" Design Control Result LDE Load Combination Critical Moment(Pos) 17439.40 ib ft @ 7'-4 9/16" 56277.85 lb ft Passed-31% 1.25 0+Lr Critical Shear 3850.72 lb 0 1'-6" 14962.50 Ib Passed-26% 1.25 D+Lr Live Load Deflection 0.1/8"@ 7-5 1/16" 0'-3/4"(L/360) Passed-U999 - Lr Total Load Deflection 0'-1/4"©7'-4 15/16" 0'-1"(L/240) Passed-L/783 - D+Lr Max.Reaction 4878.06 lb©0' 4878.06 lb Passed-100% 1.25 D+Lr Max.Reaction 4819.26 lb©14'-10" 15422.02 lb Passed-31% 1.25 D+Lr Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes Type Start aid Source Dead Floor Live Roof Live Snow Self Weight 0' 15'-21/2" Self Weight 16.00 tb/ft - - - Uniform -0' 14'-9" FC4 Floor Material 7.00 lb/ft 30.00 lb/It Uniform 0'-91/4" 7-1 1/4" W63(i62) 670.00lb/ft - 689.00IWft - Urhiform 2'-5 1/4" 8-51/4" V163y62) 273.00 lb/ft - 312.00lb/t - Uniform 8'-91(4" 10-1 114" V163(i62) 408.00lb/ft • 463.001b/It - Uniform 10.91/4" 12'-11/4" V163(i62) 411.00ib/t - 470.00lb/ft - Uniform 12'-91/4" 14'-11/4" 1/163(i62) 502.00 lb/ft - 712.00 lb/ft - Uniform 14'-9" 18-2 1/2" FC4 Flow Material 7.00lblft 27.00 Ib/It Point 14'-11 13/16" 14'-11 13/16" 1A62058) 26.00 lb - 32.00 lb - Support Information Maximum Analysis Reactions Support than Eog Source Dead Floor Live Roof Live Snow 1 0' 0 BM7(i271) 2407.00 lb 219.00 lb 2471.00 lb 2 14'-9" 15'-21/2" W5(11) 2275.00 lb 229.00 lb 254400lb - Connector Information: Nailing Requirements Support Manufacturer Model Igg face Member Jvlin Seat Length Other Information 1 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed Errors,Warninas& Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading horn actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. Job: yeLabel: BM9-i265 Memberer Type: Beam I Level: 1st Floor MiTek SAPPHIRETM Structure Version 7.6.3.206 Page: 10 of 19 MiTekr Designed by Single Member Design Engine Date: 05/13/2016 16:41:40 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed I i I 1 I 4, v v 4, 4, 11 I ,l- J, J, J, 1 J, -L 1 Jr I . / 1 2 1 /6408 14-01-04 4/ 14-06-12 Graphical Illustration-Not To Scale Member Cul Length-14'-6 3/4" MemberPitch-0/12 Design Results; Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0714'-1 1/4" Design. Control Result La Load Combination Critical Moment(Pos) 3189.44 lb ft @ 7-5 718" 56277.85 lb ft Passed-6% 1.25 D+0.75(1+Lr) Critical Shear 657.53 lb©13-3/4" 14962.50 Ib Passed-4% 1.25 D+0.75(L+Lr) Live Load Deflection 0'ra 7'-5 11/16" 0'-3/4"(1/360) Passed-L/999 - 0.75(L+Lr+0.6Vh Total Load Deflection 0'-1/16"(g)r-5 11/16" 0'-1"(L240) Passed-1/999 - D+0.75(L+Lr+0.61N) Max.Reaction 1055.28 lb el 0'-4 1/2" 15421.75 lb Passed-7% 1.25 D+0.75(1+Lr) Max.Reaction 696.13 lb©14'-6 3/4" 3937.50 lb Passed-18% 1.00 0+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes Type $tett Eta. Source Dead Floor Live Roof Live Snow Self weight 0' 14'-63/4" Self Weight 16.00 lb/ft - - - Uniform Cr 14'-63/4" FC2 Floor Material 7.00 Ib/ft 30.00 lb/ft - - Uniform 0'-2 3/4" 0'-11 1/4" W73(182) 128.00 lb/ft - 98.00 lb/ft - Uniform 1'-513/16" 2-913/16" W73(i82) 23.00 ib/ft - 25.00 lb/ft - Uniform 3'-513/16" 4'-913/16" W73(i82) 50.00Ib/ft - 56.00lb/ft - Uniform 5-6 1/4" 6-101/4" W73(i82) 71.00 lb/ft - 72.00 lb/ft - Uniform 6-10" 8'-2" W73(i82) 66.00 lb/ft - 58.00 lb/ft - Uniform 8'-1 3/4" 9'-53/4" W73(182) 71.00 lb/ft - 72.00 lb/ft - Uniform 10'-2 3/16" 11'-6 3/16" W73082) 50.00 lb/ft - 56.00 lb/ft - Uniform 12'-2 3/16" 13'-6 3/16" W73(182) 23.00 Ib/ft - 25.00 lb/ft - Uniform 14'-3/4" 14'-63/4" W73(i82) 128.00Ib/ft - 97.00 lb/ft - Point 0'-2 3/4" 0'-2 3/4" 1M5(i75) 95.00 lb - 73.00 lb - . Supportinformation: • Maxiroym Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0' 0'-51/2" W86(i95) 602.09lb 221.00 Ib 386.00 lb - 2 14'-63/4" 14'-63/4" BM7(1271) 472.00 lb 223.00 lb 291.00 lb - • Conpector Information: • Nailing Requirements Support Manufacturer Model I4.R Face Member Min Seat Length Other Information 2 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed Errors.Warnings& Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. i -Transfer reactions may diger from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. , MI -020201 Label. BM10-1278 Member Type: Beam l Level: 1st Floor MiTek SAPPHIRETM Structure Version 7.6.3.206 Page: 11 of 19 it MiTek Designed by Single Member Design Engine Date:05/13/2016 16:41:41 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed Y \-4, 11, 1' 4c/ ‘17\_/ 1 ..A.,i, ,k, \., I ..,.1. 4,z, b dd. )(-\ 1 I 2 3 / 7-07-00 408 9-02-08 4/8 17-06-08 Graphical Illustration-Not To Scale Member Cut Length-17%6 1/2" MemberPitch-0/12 Design Results; • • Building Code-IBC2015 Design Methodology-ASO Unbraced Length(Top/Bottom)-1'-101/2"/1'-10 1/2" Dolan Control Result LQE Load Combination Critical Moment(Pos) 4501.37 lb ft @ T-83/4" 45022.29 lb ft Passed-10% 1.00 D+L Critical Shear 2071.03 lb©9'-4 1/2" 11970.00 lb Passed-17% 1.00 D+L Live Load Deflection 0 @ 12-3 1/2" Cr-3/4"(L/360) Passed-L/999 • 0.75(L+Lr+0.6%) Total Load Deflection 0 @ 17-4 5/16" Cr-1"(U240) Passed-U999 - D+0.75(L+Lr+0.6W) Max.Reaction 2064.21 lb @ 0' 3937.50 lb Passed-52% 1.00 D+L Max.Reaction 5735.98 lb @ 7%8 3/4" 10171.79 lb Passed-56% 1.00 D+L Max.Reaction 812.74 lb @ 1T-2" 15421.83 lb Passed-5% 1.25 D+0.75(L+Lr) Design Notes: *Member design assumed proper ply to ply connection.Verify connection between plies according to code spedficatlon Loading. Maximum Load Magnitudes IMO $S I1 End Source Dead Floor Live Roof Live Snow Self VMaight 0 17'-61/2" Self Weight 16.00 Ib/ft - - - Uniform 0 12'-1 1/4" User Load - 200.00 lb/ft 195.00 lb/ft - Point Cr-3 3/4" Cr-33/4" F21(c07) 90.00 lb 211.00lb - - Point 0'-3 3/4" 0-3 3/4" F23(c01) 23.00 lb 55.00 lb - . Point 1'-73/4" 1'-73/4" F21(c07) 116.00 lb 314.00 lb - - Point 1'-73/4" 1'-7 3/4" F23(c02) 30.00 Ib 82.00 Ib 1.00 lb - Point 2'-11 3/4" 2'-11 3/4" F21(c07) 116.00 lb 31460 lb - Point 2'-11 3/4" 2'-11 314" F23(c03) 30.00 lb 82.00 lb 1.00 lb - Point 4'-33/4" 4'-3 3/4" F21(c07) 116.00 lb 314.00lb - - Point 4'-33/4" 4'-3 3/4" F23(c04) 30.00 lb 82.00 lb - - Point 6-73/4" 6-7 3/4" F21(c07) 116.00 Ib 314.001b • - Point 6-73/4" 6-73/4" F23(c05) 30.00 lb 82.001b 1.00lb - Point 6'-11 3/4" 6'-11 3/4" F21(c07) 116.00 lb 314.03 lb - - Point 6-11 3/4" 6'-11 3/4" F23(c06) 26.00 lb 69.00 lb - - Point T-7 3/4" 7'-7 3/4" 1A66(178) 65.00 lb - 32.00 lb - Point 7'-101/2" T-101/2" FC2 Floor Material 1.00 lb 4.00 lb - - Point 8'-33/4" 6-33/4" F21(c07) 117.00lb 319.00lb - - Point 9'-71/4" 9'-71/4" A15(c04) 31.00 lb - 41.00 lb - Point 9'-73/4" 9'-73/4" F21(c07) 118600 lb 322.00 lb - - Point 10'-11 3/4" 10-11 3/4" F21(c07) 99.00 lb 247.00 lb - - Point 11'•71/4" 11'-71/4" A15(c03) 26.00 lb - 30.00 lb - Point 11'-81/4" 11'-81/4" BM17(i275) 67.00 lb 734.00/-39.00b 614.00/-13.00 lb - Point 13'-7 1/4" 13'-7 1/4" A15(c02) 26.00 lb - 30.00 lb - Point 15'-71/4" 15'-71/4" A15(c01) 2200 lb - 18.00 lb • Point 15'-91/2" 15'-91/2" A14(c01) 32.00 lb - 29.00 lb - Support Information: Maximum Analysis Reactions Support Start End. Source Dead Floor Live Roof Live Snow 1 0 0' BM16(i273) 378.03 lb 1686.00/-250.00 lb 671.00/-171.00 lb - 2 7' 7" T-101/2" W3(15) 1192.00 lb 4543.00/-32.00 lb 2333.00/-11.00 lb • 3 17'-1" 17'-61/2" - 161.00 lb 477.00/-176.00lb 395.001-69.00 lb - ++> 17'-4 5/8" 17'-4 5/8" W10(114) 110.00 lb 325,00/-120.00 lb 269.00/-47.00 lb - ++> 17'-5 5/8" 17'-5 5/8" W11(115) 51.00 lb 152.00/-56.00 lb 126.00/-22.00 lb - -Transfer reactions may differ frau design results as allowed per building codes and standard load distubution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. —N... Job: 16-020201 Label: BMIO-1278 Member Type: Beam Level: 1st Floor MiTek SAPPHIRETM Structure Version 7.6.3.206 Page: 12 of 19 MiTekill Designed by Single Member Design Engine Date:05/13/2016 16:41:41 Member: 2-onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed Connector Information: Nailing Requirements Support Manufacturer Model To Face Member Min Seat Length, Other Information 1 Simpson HGUS410 - N/A User Defined Hanger-Not Designed grrors.Warnings&Notes: *The dead bads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. .1111111•1111 k 11111 Job: 16-020201 Member Type: Beam I Level: 1st Floor Label: BM11-1276 MiTek SAPPIIIRETM Structure Version 7.6.3.206 Page: 13 of 19 M lie k' Designed by Single Member Design Engine Date:05/13/2016 16:41:41 Member: 4-onCENTER LVL 2.0E 1 3/4"x 18" Status:Design Passed .i, 1 1 1 .4 1 .1„ 1 .4 J.. J, I I( A if. 1 2 / 21-07-08 / 1 21-07-08 1 Graphical Illustration-Not To Scale Member Cut Length-21'-712" MemberPitch•0/12 Design Results: , .i ; ; ' ,5f Budding Code-IBC2015 Design Methodology-ASO Unbraced Length(Top/Bottom)-0112'-1 9/16" Design Control Result IDE Load Combination Critical Moment(Pos) 44758.08 lb ft @ 9'-4 3/16" 112555.71 lb ft Passed-40% 1.25 D+0.75(1+Lr) Critical Shear 6460.70 lb fp 1'-6" 29925.00 lb Passed-22% 1.25 0+0.75(1+Lr) Live Load Deflection 0'-1/4"fp 10'-3 12" 0'-3/4"(1/360) Passed-L/999 - 0.75(L+Lr+0.6W) Total Load Deflection 0'-1/2"fp 10'-3 5/16" 0'-1"(1240) Passed-1/499 - D+0.75(L+Lr+0.6W) Max.Reaction 7170.12 lb @ 0' 7875.00 lb Passed-91% 1.25 D+0.75(1+Lr) Max.Reaction 3547.09 lb 02 21'•7 1/2" 7875.00 lb Passed-45% 1.00 O+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading; Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0' 21%7 1/2" Self Weight 33.00 lb/ft - - - Uniform 0' 9'-4 3/16" FC4 Floor Material 6.00 lb/ft 25.00 lb/ft - - Uniform -0' 3'-1111/16" W49071) 222.00 lb/ft - 253.00lb/ft - UNform 2'-2 11/16" 20'-411/16" FC4 Floor Material 11.00 lb/ft 45.00 lb/ft - - Uniform 4'-311/16" 5'-7 11/16" W49(171) 293.00 lb/ft - 273.00 tb/1t - Uniform 5'-2 1/4" 6-6 1/4" W49(i71) 294.00 lb/ft - 276.00 lb/ft - Uniform 7'•2 1/4" 8'-61/4" W49(i71) 338.00 lb/ft - 389.00 lb/ft - Uniform 9'-4 3/16" 21'-712" FC4 Floor Material 7.00 Ib/ft 30.00 lb/ft - - Point 9'-43/16" 9-43/16" BM13(i281) 2826.00lb 1376.00 lb 2163.00lb - Support Information: Maximum Analysis Reactions Support Malt End Source Dead Floor Live Roof Live Snow 1 0' 0' 8M3(i272) 3808.00 lb 146400 lb 3022.00 lb - 2 21'-7 1/2" 21'-7 112" BM2(i274) 2203.00 lb 1343.00 lb 1398.00 lb - Connector Information: Nailing Requirements Support Manufacturer Model IQp Face Member Min Seat Lenatti Other Information 1 HGUS7.25/SDS - - - N/A User Defined Hanger-Not Designed 2 HGUS7.25/SDS - - - N/A User Defined Hanger-Not Designed Errors.Warnings&Notes; *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. min= Job: 16-020201 ' � Member Type: Beam Level: 1st Floor MiTek SAPPHIRETM Structure Version 7.6.3.206 Label: BM12-i170 Page: 14 of 19 M■ . le Member Design EngDesigned by Single �Te kDate:05/13/2016 16:41:41 Member: 2 -onCENTER LVL 2.0E 1 3/4" x 18" Status: Design Passed I'll i 1 1 2 / / 12-01-09 4/ 12-01-09 4/ Graphical Illustration-Not To Scale Member Cut Length-12'-1 9/16" MemberPitch-0/12 Design Results: Building Code-11302015 Design Methodology-ASD iUnbraced Length(Top/Bottom)-0'/12'-1 9/16" Design Controt Result LDF Load Combination Critical Moment(Pos) 1506.61 lb ft @ 6'-3/4" 45022.29 Ib ft Passed-3% 1.00 D+L Critical Shear 377.77 lb @ 10-7 9/16" 11970.00 lb Passed-3% 1.00 D+L Live Load Deflection 0'@ 6'-3/4" 0'-3/4"(11360) Passed-L/999 - L Total Load Deflection 0'@ 6'-3/4" 0'-1"(L/240) Passed-L/999 - D+L Max.Reaction 574.01 lb @ 0' 3937.50 lb Passed-15% 1.00 D+L Max.Reaction 583.08 lb @ 12'-1 9/16" 3937.50 lb Passed-15% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: • Maximum Load Magnitudes Tyne atari End Source Dead Floor Live Roof Live Snow Sell Weight 0' 12'-1 9/16' Self Weight 16.00 lb/ft - _ Uniform 0' 17-1 9/16" FC4 Floor Material 12.00 Ib/ft 49.00 Ib/ft Uniform 0' 0'-73/4' W51(163) 98.00 Ib/It - 77.00 lb/ft Uniform 1'-2 5/16" 2'-6 5/16" W51(i63) 22.00 lb/ft - - Uniform 9'-7 1/4" 10'-11 1/4" W55(i67) 22.00 lb/ft 2000 Ib/ft _ 20.00 lb/ft - Unilc:rn 11'-5 3/4" 12'-1 9/16" W55(i67) 96.00 lb/ft - 77.00 bill _ Support Information: -• . • Maximum Analysis Reactions L, or S,to tr En Source Dead Floor Live Roof Live Snow 1 0' a BM13(i281) 269.00 lb 305.00 lb 77.CC lb • 2 12'-1 9/16' 12'-1 9/16" BM2(i274) 271.00 lb 313.00 lb 77.00 lb - Connector Information: Nailing Requirements Support Manufacturer Mode( 1912 Face Member Min Seat Length Other Information 1 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed 2 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed Errors,Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. --.. Job: 16-020201 Label: BM13-i281 . hilll Member Type: Beam Level: 1st Floor MiTek SAPPHIRE""Structure Version 7.6.3.206 Page: 15 of 19 MITek■ Designed by Single Member Design Engine Date:05/13/2016 16:41:41 ' Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed !.0 U 4.G , 1 v 1 2 / / 7-01-08 t7-01-08 Graphical Illustration-Not To Scale Member Cut Length-7'-1 1/7' MemberPitch-0/12 MI'S Results 4 i;ut vi.'�tiNN E Jit ii ii n 16 y, i �;�f � �I .t R. 'lii�i lu,�st�tNr+I1pt 3sWn e4h•' Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-O'/1'-1/2" Desian Control Result La Load Combination Critical Moment(Pos) 4430.76 lb ft @ 3'-7 3/4" 45022.29 lb ft Passed-10% 1.00 0+L Critical Shear 1502.02 lb @ 5'-7 1/2" 11970.00 lb Passed-13% 1.00 D+L Live Load Deflection 0'0 3'-6 3/4" 0'-3/4"(L/360) Passed-L/999 - L Total Load Deflection 0'-1/16"@ 3'-6 3/4" 0'-1"(L/240) Passed-L/999 - 0+L Max.Reaction 5417.27 lb @0' 5417.27 lb Passed-100% 1.25 D+0.75(L+Lr) Max.Reaction 2263.63 lb©7'•1 1/2' 3937.50 lb Passed-57% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between pkes according to code specification Loading: Maximum Load Magnitudes Tvoe Start Etld Source Dead Floor Live Roof Uve Snow Self Weight 0' 7'.1 1/7' Self Weight 16.00 lb/ft - - - Uniform 0'-311/16 1'•711/16" W50(i68) 44.00Ib/ft • 39.00 lb/ft - Uniform 2'-3 11/16" 3'•711/16" W50(i68) 23.00 lb/ft - 25.00 lb/ft - Uniform 4'-2 3/16" 4'-10 3/4" W50(i68) 98.00 lb/ft - 77.00 lb/ft - Point 0.-1 5/8" 0'-1 5/8" W50(i68) 2119.00 lb - 2056.00 lb - Point 0.-11 3/4" 0'•11 3/4" F19(c03) 92.00 lb 247.00 lb - - Point 1'-21/4" 1'-21/4" F20(c01) 127.00 lb 349.00 lb - - Pant 2'-33/4" 2'-3 3/4" F19(c03) 93.00 lb 253.00 lb - - Point 2'-6 1/4" 2'-61/4" F20(c01) 122.00 lb 331.00 lb - - Point 3'-73/4" 3'-7 3/4" F19(c03) 93.00 lb 253.00 lb - - Point 3'-10 1/4" 3'-10 1/4" F20(c01) 116.00 lb 305.00 lb - - Point 4'-11 3/4" 4'-11 3/4" BM12(i170) 269.00 lb 305.00 lb 7700 lb - Point 4'-11 3/4" 4'-11 3/4" F19(c03) 93.00 lb 253.00 lb - - Point 6'-33/4" 6'-3 3/4" F20(c01) 115.00 ib 303.00 lb • - Point 6-3 3/4" 6'-3 3/4" F19(c03) 88.00 ib 231.00 lb - - •Suaport Information: , Maximum Analysis Reactions Support Start End Source BDead Floor Live Roof Live Snow 1 0' 0 M11(i276) 2826.00 lb 1376.00 lb 2163.00 lb - 2 7'-1 1/7' 7'-1 1/7' BM1(i279) 777.00 lb 1454.00 lb 111.00lb - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min Seat Length Other Information 1 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed 2 Simpson HGUS410 - - N/A User Defined Hanger-Not Designed Errors.Warnings& Notes: - *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. t•11la11111 ii , Mill 16 Membe-0yeLabel: BM15-i181 Member 020p2:: Beam Level: 1st Floor MiTek SAPPHIRETr"Structure Version 7.6.3.206 Page: 16 of 19 M ITe Icy Designed by Single Member Design Engine Date: 05/13/2016 16:41:41 Member: 2-onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed \EA sESL .1i==1Q-=1:1-1 )(-\ 2 / 6-00-10 7-3 1' 6-08-07 Graphical Illustration-Not To Scale Member Cut Length•6'-8 7/16" MemberPitch-0/12 Design Results :.i,: • . s$+:Inri1* IifigtIItiBYfti`.A4D rt 't , ''k..��::A S, ';d£"" '' (t7 i Buid'ng Code-I BC2015 Design Methodology•ASD Unbraced Length(Top/Bottom)-0'-3/871-12" Desian Control Result La Load Combination Critical Moment(Pos) 2257.36 b ft @ 2'-511/16" 45022.29 lb ft Passed-5% 1.00 D+L Critical Shear 941.10 lb a 1'-6" 11970.00 lb Passed-8% 1.00 D+L Live Load Deflection 0'@ 3'-13116" 0'-3/4"(U360) Passed-L/999 L Total Load Deflection 0'©3'-3/8" 0'-1"(U240) Passed-U999 - 0*L Max.Reaction 1608.24 Ib©0' 3937.50 Ib Passed-41% 1.00 D+L Max.Reaction 1345.05 lb©6-1 5/8" 20531.39 lb Passed-7% 1.00 0+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: • Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self weight 0' 6'-8 7/16" Self Weight 16.00 lb/ft - Uniform 0' 1'-31/8" W57(i60) 409.00 lb/ft - 400.00 lb/ft - Uniform 1'-101/16" 3'-21/16' W57(i60) 50.00 lb/ft - 55.00 lb/ft - Uniform 3'-101/16" 5-21/16' W57(i60) 23.00 b/R - 25.00 lb/ft - Uniform 4'-10 7/16" 6'-81/16' RM45 6.00 lb/ft - 1500 lb/ft - Uniform 5'-8 9116' 6'-51/8" W57(i60) 128.00 lb/ft - 97.00 Ib/It Pent 1'-1 11/16' 1'-1 11/16" F1063(c01) 145.00 lb 390.00 lb - - - Point 2'-511/16' 2'-511/16" F1064(c01) 146.00 lb 397.00 lb Point 3'-911/16' 3'-911/16" F1065(c01) 146.00 lb 397.00 lb - Point 5-1 11/16' 5-1 11/16" F1066(c01) 139.00 lb 370.00 lb - Support information: Maximum Analysis Reactions Support Start ELA, Dead Floor Live Roof Live Snow 1 0' 0' 8M2(i274) 853.00lb 779.00 lb 511.00lb 2 6-5/8" 6'-8 7/16" - 546.00 lb 775.00 lb 198.00 lb - ++> 6'-45/16" 6'-45/16" %21(i19) 434.00 lb 616.00 lb 157.00 lb - ++> 6-7 5/8" 6'-75/8' W22(i25) 112.00 Ib 159.00 lb 41.00 Ib - Connector Information: . Nailing Requirements Support Manufacturer model Ion Face Member Min Seat Length Other Information 1 Simpson HGUS410 - - N/A User Defined Hanger-Not Designed Errors.Warnings& Notes: • *The dead loads used in the design of this member were applied to the structure as sloped dead loads. -*The member graptic,dimensions,and locations shown on this report ora based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may rifler from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. ��4 MillJob: 0 Member16-0202Type: Beam I Level: 1st Floor Label: BM16-1273 MiTek SAPPHIRE"'Structure Version 7.6.3.206 M;Te , " Designed by Single Member Design Engine Page: 6:of 11 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Date: 05/13/2016 16:41:41 Q Status: Design Passed I u 1 77 1 1 1 1 1 1 n / N i 2 1 / 108 14-01-04 14-06-12 t Graphical Illustration-Not To Scale Member Cut Length-14'-6 3/4" MemberPitch-0/12 Design Results: Building Code-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0/11'-5 3/4" Design Control Result IDE Load Combination Critical Moment(Pos) 8806.27 lb ft @ 6'-1 15/16" 45022.29 lb ft Passed-20% 1.00 0+L Critical Shear 2918.22 lb @ 1'-11 1/2" 11970.00 lb Passed-24% 1.00 0+L Live Load Deflection 0-1/8"(40 7'-3 7/16" 0'-3/4"(U360) Passed-U999 - 0.75(L+Li+0.6W) Total Load Deflection 0-1/8"a 7-3 1/16" 0'-1"(0240) Passed-11999 D+0.75(L+Lr+0.6W) Max.Reaction 3034.62 lb @ 0'-4 1/2" 15421.93 lb Passed-20% 1.00 D+L Max.Reaction 2694.17 lb@ 14%6 3/4" 3937.50 lb Passed-68% 1.25 D+0.75(L+Lr) Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code spedfication Loading: Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0' 14%6 3/4" Self Weight 16.00 Ibttt - Uniform 0' 14'-6 3/4" FC2 Floor Material 6.00 lb/ft 26.00 Ib/ft Uniform 2'-11 1/4" 14'-5" User Load - 200.00lb/ft 195.00 Ib/ft Point 0'-2 3/4" 0'-2 3/4" W65(i75) 19.00 lb 17.00 lb Point 2'-11 1/4" 2'-11 1/4" BM10(i278) 378.00 lb 1686.00/-250.00 lb 671.00/-171.00 lb - Support Information: Maximum Analysis Reactions SUDDort Start Ed. Source Dead Floor Live Roof Live Snow 1 0 0'-5 1/2" W86095) 502.00 lb 2521.00/-205.001) 1484.00/-140.00 lb 2 14'-63/4" 14'-63/4" BM7(i271) 234.001b 1860.00/-45.001b 1442.00/-31.001) - Connector Information: 1 , " Nailina Reauirements Support Manufacturer Model Top Face Member Min Seat Length Other Information 2 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed errors.Warnings& Notes; *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions.and locations shown on this report ere based on the centerline of the member. *Analysis and Design has been performed using precision loafing from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. -- . Mill Job: 16-020201 Member Type: Beam Level: 1st Floor Label: BM17-1275 MiTek SAPPHIRETu Structure Version 7.6.3.206 MiTek• Designed by Single Member Design Engine Page: 18 of 19 '"• Member: 2 -onCENTER LVL 2.0E 1 3/4" x 18" Date: 05/13/2016 16:41:41 Status: Design Passed 1 \l/ 1 \I/ 1 1 47 \X\7 1 I )(-, ' \\\\\\\\\\\\\\\ 2 / 7-05-08 / 3-10-04 t11-03-12 4/ Graphical Illustration-Not To Scale Member Cut Length-11'-3 314" MemberPitch-0112 Design Results: Building Cobb-IBC2015 Design Methodology-ASD Unbraced Length(Top/Bottom)-1'-1/2/T-6 3/6' Design Control Result LQE Load Combination Critical Moment(Pos) 2053.81lbft@7-7' 56277.85 lb ft Passed-4% 1.25 D+0.75(L+Lr) Critical Shear 1015.17 lb@5'-111/2' 14962.50 lb Passed-7% 1.25 D+0.75(L+Lr) Llve Load Deflection 0'63'-511/16" 0'-3/4"(L/360) Passed-L/999 0.75(L* Total Load Deflection 0'@ 3'-5 7/16" 0'-1"(L/240) Passed-L/999 + Lr+0.0 6 W) Max.Reaction 0 0.+0.7575(L+Lr.Lr) 1079.79 Ib�0' 3937.50 Ib Passed-27% 1.25 D+0.75(L+Lr) Max.Reaction 2642.55 lb n 7'.7" 18375.00 lb Passed-15% 1,00 D+L Max.Reaction 1316.86 lb*11'-2 1/4" 18375.00 lb Passed-7% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading' Maximum Load Magnitudes IY� $= East Source Dead Floor Live Roof Live amyl Self Weight 0' 11-33/4" Self Weight 16.00 lb/ft _ _ Uniform 0' 11-35/8" User Load 2C000Ib/ft 195.00lb/R Uniform 0' T-5 1/2" FC2 Floor Material 8.00 lb/ft 31.00 Ib/ft - Point 6-3/4" 6-3/4" F01(c03) 137.00 lb 295.00 lb - Pont 9'-43/4" 9'-43/4" F01(c02) 197.00 lb 536.00lb Porn: 10'-8 3/4" 10'-83/4" F01(c01) 191.00 lb 511.00 lb - - Support Information: N....,..,..: Maximum Analysis Rea lions Sup Lurt Start End Source Dead Floor Live Roof Live Snow 1 0' 0' BM10(i278) 67.0010 734.00/-39.00 lb 614.00/-13.0010 2 7-5 112' 11'-33/4" - 703.00 lb 3458.00/-312.00 Ib 1867.00/-264.00l0 7-7" 7-7' W14(i9) 443.0010 2401.00 lb 1521.00 lb 1,1 11-21/4" 11'-21/4" W15010) 260.00 lb 1057.00/-312.00 lb 346.00/-264.00 lb Connector Information: l� • a :.aoih. .ia,: xi.+u.,v�.,,,,.......•;.4rr iiti,i..t, r n,..,ret _'i Nailing Requirements Support Manufacturer Model Top Face Member Min Seat LenatI1 Other Information 1 Stinson HGUS410 - - - N/A User Defined Hanger-Not Designed Errors,Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. NM En Jo Job Member Type: Member Type: Beam Level: 1st Floor Label: BM18-1270 MiTek SAPPHIRE"'Structure Version 7.6.3.206 M■ Designed by Single Member Design Engine Page: 6:of 11 �Tek Date:05/13/2016 16:41:41 Member: 2 -onCENTER LVL 2.0E 1 3/4"x 18" Status: Design Passed r 2 1 711 9-It 1-04- 1 Graphical Illustration•Not To Scale Member Cut Length-1'-41/16" MemberPilch-0/12 Pesign Results: Budding Code-1802015 Design Methodology-ASD Unbraced Length(Top/Bottom)-0317.9" Design Control Result LQE Load Combination Critical Moment(Pos) 62.38 lbfCD0'-61/16" 56277.851)11 Passed-0% 1.25 D+Lr Live Load Deflection 0'©0'-10 5/16" 0-3/4"(U360) Passed-U999 - 0.6W Total Load Deflection o@0-95/8' 0'-1"(L/240) Passed-U999 - 0.6D+0.6W Max.Reaction 527.43 lb(g)0-61/16" 18489.22 lb Passed-3% 1.25 D+Lr Max.Reaction 129.82 lb©1'-41/16" 3937.50 lb Passed-3% 1.25 D+Lr Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading: Maximum Load Magnitudes yj e Start East Source Dead Floor Live Roof Live Snow Self P.,ell 0 1'-41/16" Self Weight 16.00 lb/ft - - Jc ror. .3' 1'-4" W49(i71) 222.00 Ib/It - 253.00 Ib/fl - Support Information: Maximum Analysis Reactions SUDDOrt Start End Source Dead Floor Live Roof Live Snow 1 Cl 0'-71/16" W18(i20) 247.00 lb - 261.00 lb - 2 1'-41/16- 1'-41116' BM3(1272) 7303 lb - 7700 lb - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min Seat Length Other Information 2 Simpson HGUS410 - - - N/A User Defined Hanger-Not Designed Errors,Warnings 8, Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Distributed dead load(s)applied along member length displayed as projected loads i -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions Input by the user.Actual field conditions may ddler from those shown. These results should be reviewed by a qualified design professional. Job Trussruss Type Qty 1 Ply i ROY RESIDENCE T86290621 16-020201 A06 Hal Hip 1 1 Job Reference(optional)__ TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiWek Industries.Inc. Fri May 13 14:30:07 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-dnW F2W xygfrrEtOBA_s9KrThs07Z1 GseHvJgNHzGusE I 8-0-0I 14.3.4 1 20-6-8 l 8-0-0 6-3-4 6-3-4 Scale=1:35.4 6x8= 3x6 I 1 5x6= 2 )51 15.zi10 11 IRI 3 11 12 5.0012 0 6 _ a 9 1 7 6 4x8= 5x6= 3x10= 3x6 11 I 8-0-0 I 14-3-4 I 20-6-8 i 8-0-0 63-4 6-3-4 Plate Offsets(X,Y)-- [2:0-5-4 0-3-12],[7:0-3-0,0-3-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.11 1-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.29 1-7 >826 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:131 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0.0 oc puffins(6-0-0 max.):2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=907/0-5-8,5=907/0-5-8 Max Horz 1=215(LC 7) Max Upliftl=-344(LC 10),5=-474(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1481/739,8-9=-1401!740,2-9=-1400/756,2-10=-1132/678,10-11=-1132/678, 3-11=-1132/678,3-12=-1132/679,4-12=-1132/679,4-5=-850/487 BOT CHORD 1-7=-637/1270,6-7=-635/1276 WEBS 2-7=0/305,3-6=-459/389,4-6=-682/1295 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=4lt;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-9-1,Exterior(2)3-9-1 to t�11 I I i 11i/i 8-0-0,Interior(1)12-2-15 to 17-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ��, S A. ��/� forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%S 0 . AZBA",,i 2)Provide adequate drainage to prevent water ponding. ��`�•r �•'�Ci E N S+'• '92 i� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •• Fes•••r- 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 , NO 39380 v. fit between the bottom chord and any other members. • • ,. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=344,_ • * --• 4. 5=474. - • i 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ="O e Q 7)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ••••• 4Q. • ; L Z. - r =►—..4=�- .' <C/�� e, 10A ,t ittiN .s% 'tiiiiiitio- Thomas A.Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/0312015 BEFORE USE Design valid for use only with Milt*Tr connectors.Ibis design Is tamed only upon parameters shown,and B for an Individual building component-not Il a truss system.Before use. e Frilling designer must verily the aptlicablity 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 watered for stablly and to prevent co1Ic se with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPi l Quality Criteria,D$8-89 and SCSI Building Component ! 6904 Parke East Blvd. ,• Safely Information avdlable from Taus Plate institute.218 N.Lee Street,Suite 312,Nexaxlrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE I 18629063 16-020201 A07 Hal Hip Gilder 1 1 Job Reference(oplionalL__ • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:08 2016 Page 1 ID:CziXFeuon509OR4TET8wmZzd?rz-6z3eFsyabzzis i aNkhNOsyOsDQShmIboWZ3EvkzGuzD 3-5-4 1 _ 64-0 I 10-10-12 1 15-7-12 1 20-6-8 1 3-5-4 2-6-12 4-10-12 4-9-0 4-10-12 Scale=1:35.4 NAILED NAILED NAILED 6x8= 3x6 II 4x8= 3x4 I! NAILED NAILED NAILED NAILED NAILED 5.002 3 [M2 13 4 14 15 l• ii 16 5 17 18 Eei 19t' 0 4x6 5 11 11 1 I 1 _ -_1 wl I 1 I..- 2 ' -2 .1"1111111114. -1 Cc: Si iii I I I I d. L_—_1L1El-I I I Ira ►z� -- -or- or 11 10 20 21 9 22 23 8 24 25 1s3:: 4x8= NAILED NAILEDNAILED NAILED NAILED 26 7 1.5x4 ! 3x4= 5x8= 1.5x4 II 5x6= NAILED NAILED NAILED NAILED 1 3-5-4 l 6-0-0 l 10-10-12 1 15-7-12 20-6-8 i 3-5-4 2-6-12 4-10-12 4-9-0 4.10.12 Plate Offsets(X,Y)-- [3:0-5-44 0.3-12],[6:0-2-4 0-1-8],[7:0-3-0,0-3-0],[9:0-4-0,0-3-0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 15.0 l Lumber DOL 1.25 BC 0.73 Vert(TL) -0.21 9-10 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.41 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:139 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-10.2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(5-4-8 max.):3-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Rowatmidpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1411/0-5-8,7=1764/0-5-8 Max Horz 1=166(LC 18) Max Uplift1=-626(LC 8),7=-880(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2571/1149,2-3=-2623/1229,3-12=-3067/1480,12-13=-3067/1480,4-13=-3066/1480, 4-14=-3067/1481,14-15=-3067/1481,15-16=-3067/1481,5-16=-3067/1481, 6-7=-370/247 BOT CHORD 1-11=-1044/2195,10-11=-1044/2195,10-20=-1176/2440,20-21=-1176/2440, 9-21=-1176/2440,9-22=-1148/2238,22-23=-1148/2238,8-23=-1148/2238, 8-24=-1148/2238,24-25=-1148/2238,25-26=-1148/2238,7-26=-1148/2238 WEBS 2-10=-247/323,3-9=-406/721,4-9=-670/476,5-9=-458/963,5-8=0/348,5-7=-2556/1282 `1,11111111►///', NOTES .♦♦pulps A A.ei..i 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat.II; ,♦♦/.r .••\G�E N s•••-7,j,°ice Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60: • V F•••• • • i plate grip DOL=1.60 No 39380 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= j'•'1 fit between the bottom chord and any other members. 7.-o r— f✓c 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb)1=626, -• T E fL Z. 7=880. ---a---- _ .. ..•<C/ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4 O R ,o •• ��.� 7)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ij� S••........ C?♦♦ 8)9)In thle LOADaicates 3-10d CASE(S)seection4 oads)or applied to the face of thetoe-nails.For more details refer to truss are noted as front(F)or back(B)k's ST-TOENAIL Detail. /,,SAO N A'�?♦♦♦ LOAD CASE(S) Standard Thomas A.Alban'PE No.39380 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111.7473 rev.10103P2015 BEFORE USE. Design valid for use only wtlh MIlel)connectors.this design Is based only upon parameters shown.and is for an hcilvIdoal Ixtiding component.not a truss system.Before use,the building designer must verity the appllcabIlty of design parameters and properly Incorporate lids design into the overall building design. Bracing IrScaled is to prevent buckling of iniivkival truss web and/or chord members only. Additional temporary and permanent lxacing MITek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. fax general guidance regarding the fabrication,storage,delivery,erection and txaclng of trusses and truss systems,seeANSr/TPI1 Quality Criteria.058.89 and BCSI Building Component ! 6904 Parke East Blvd. Safety Information avalfable from Trus Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610--_ _-------i Job fruss fruss Type Qty 1 Ply i ROY RESIDENCE 78629063; 16-020201 A07 Hall Hip Girder 1 I 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:08 2016 Page 2 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-6z3eFsyabzzis l aNkhNOsyOsDQShmiboW Z3EvIrzGuzD LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-3=-70,3-6=-70,1-7=-20 Concentrated Loads(Ib) Vert:3=-135(F)10=-58(F)12=-135(F)13=-135(F)14=-135(F)16=-135(F)17=-135(F)18=-135(F)19=-135(F)20=-32(F)21=-32(F)22=-32(F)23=-32(F)24=-32(F) 25=-32(F)26=-32(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid fa connectors.use only with MITeconnectors.this d design Is based only upon parameters shown.and Is for an Individual txalding component,not ' a truss system.Before use,the building designer must verity the of4,11 x8>olty of design rxirameters and properly k corrxxate this design into the overall building design. Bracing Indicated Is to prevent buckling of Indilvktual truss web and/or chord members only. Additional temporary and permanent tracing MiTek- k always required for stablilly and to prevent collapse with possible personal Mary and property damage. For general guidance regarding the fabrk;atkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPl l Qualify Criteria,0SB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job JTruss Truss Type Qty Ply ROY RESIDENCE 78629064' 16-020201 IA08 Hall Hip 1 1 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:09 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-aAdOSBzCLG6ZUB9ZH PudPAZzRprKV6fxIDonRAzGuzC I 6-10-0 I 13-4-814-7-0 14-7-0 { 6-10-0 6-6-8 1-2-8 6x8\\ 3x4 I Scale=1:37.9 4 5 IrTa ' 5.00 FY KA 3x6 I 3 0 P 6 if 5x6 2 5x6 1 - ' t1A — 7 9 10 4x8 11 3x6=6 3x4= I 6-10-0 I 14-7-0 I 6-10-0 7-9-0 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,(4:0-2.0,0-3-121 LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.23 6-7 >760 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.81 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:109 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 4-5:2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 3-7-12 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=650/Mechanical,6=650/Mechanical Max Horz 1=372(LC 7) Max Uplift)=-234(LC 10),6=-263(LC 10) Max Grav1=650(LC 1),6=684(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-946/413,2-3=-841/436,3-8=-951/621,4-8=-891/633 BOT CHORD 1-7=-333/793 WEBS 3-7=-480/448,4-7=-591/932,4-6=-591/315 NOTES • - 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psl;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat.It; //I1I1111/// Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-9,Exterior(2)9-1-9 to 13.4-8 `�..•`�Pew A A //ie� zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; %• 4,e .•j Lumber DOL=1.60 plate grip DOL=1.60 •% \)" ."•s C E N,s•• '92�i� 3)Provide adequate drainage to prevent water ponding. F•••. �r 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • r No 39380 r 5)*This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ` r. 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 lb uplift at joint(s)except(jt=lb)1=234,S'13: --- _ 1- 6.263. :12r.*...c-- T' E 6 '�: ill•• 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O ;,{:- 4/: 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r;'4�• 4 O f3 , �� 111111 Thomas A.Albani PE No.39380 MItek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 1 Q WARNING-Vedty design paranratan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rw.10`03/2015 BEFORE USE. ill Design valid for use only with Mileles connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verily IIx:applicability of design parameters and properly Incorporate this design into the overall [wilding design. Bracing Indicated Is to prevent bidding of In dMdud truss web and/or chord members only.Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fatxtcatk,n.storage,delivery,erection and bracing of trusses and Imus systems.seeANSI/1PIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdable from Truss Plate Institute.218 N.lee Street,Suite 312.Atexcndfla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i ROY RESIDENCE I 786290651 16.020201 A09 Hall Hip 1 1 Job Reference(optional) • , TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:09 2016 Page I D:CziXFeuon5090R4TET8wmZzd?rz-aAdOSBzCLG6ZUB9ZHPudPAZ?IprSVDbxlDonRAzGuzC 5-10-0 11-4-8 I-- 14.7.0_ I 5-10-0 1 5-6-8 3-2-8 7x10= 3x4 I I Scale=1:33.6 4 9 ►�� 5 5.00[7-i •f 11. 3x6\\ 8 3 5x6 i •VA 5x6 2 1 ' 7 6 4x8 I I 3x4= 4x4= I 7-3-8 I 14-7-0 7-3-8 7-3-8 Plate Offsets(X,Y)-- [1:0-3-8,Edae],[4:0-5-0,0-3-12],[5:0-2-4,0-1-81,[6:0-2-0,0-2-81 LOADING(psf) SPACING- 2-0-0 � CSI. DEFL. in (loc) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 1 BC 0.56 Vert(TL) -0.16 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES 1 WB 0.37 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 I (Matrix) Weight:104 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. SLIDER Left 2x4 SP No.2 3-1-5 ! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=650/Mechanical,6=650/Mechanical Max Horz 1=314(LC 7) Max Upun1=-238(LC 10),6=-282(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-971/484,2-3=-870/504,3-8=-778/474,4-8=-711/487 BOT CHORD 1-7=-380/803,6-7=-198/321 WEBS 3-7=-323/320,4-7=-301/565,4-6=-588/358 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24th eave=4ih Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3-0.0 to 7-1-9,Exterior(2)7-1-9 to 11-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; `,,10111111/f, Lumber DOL=1.60 plate grip DOL=1.60 �� PS A. A i,/ 2)Provide adequate drainage to prevent water ponding. •• 0......... �e °. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��••\GE N +•••q2�•% 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 V F•••• / 1. tit between the bottom chord and any other members. No 39380 •• 5)Refer to girder(s)for truss to truss connections. -— ••;- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=238,: • * — 6=282. • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :-0• • 8)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 'I.' - •;mf.0 - 6 -----4L- 11..--�1 /1711Im►- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Verify design paranratars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.1003/2016 BEFORE USE Design valid for use only with MITek€connectors.This design Is based only upon rxxarrreters Shown.and Is for an Individual Wieling component-not lin a truss system.Before use,the building designer mist verify the applicability 01 design parameters and properly Incorporate this design kilo the overall building design. Bracing Indicated Is to prevent buckling 01 individual truss web and/or chord members only.Additional temporary and permanent bracing Milt** B always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bxaci g of trusses and tr ss systems,seeANSI/TPI I Qualy Criteria.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information available from Inns Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE 18629066 16-020201 A10 Hall Hip 1 1 Job Reference(optional) • a TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 S Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:10 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-2MBOgX_g6aEQ5Kkmr6PsxN5BVD5QEcK4ztYK_czGuzB I 10.0.0I 15.2.9_ 10-0-0 5-2-8 6x8= Scale=1:29.9 3x4 II 2 57 8 5.001- 7 .00 7 6 1 ►_ ►� 5 4 4x8= 1.5x4 II 4x4= 10-0-0 I 15.2-8 10-0-0 5-2-8 Plate Offsets(X,Y)-- (2:0-5-4.0-3-1 j3:0-2-4400.1_§j,LO-2-0 0_2-8J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.24 1-5 >738 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 1-5 >280 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:94 lb FT=0% 1 i LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,In accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=667/0.5-8,4=667/Mechanical Max Horz 1=265(LC 7) Max Uplittl=-248(LC 10),4.-311(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-765/356,6-7=-668/361,2-7=-633/379 BOT CHORD 1-5.-295/608,4-5=-293/614 WEBS 2-5=0/376,2-4=-817/470 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsi;h=25ft;B=45ft;L=24it;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-9-1,Exterior(2)5-9-1 to 10-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,,, ►1111111/1. shown;Lumber DOL=1.60 plate grip DOL.1.60 `,� %1 A, A �,� fii 2)Provide adequate drainage to prevent water ponding. %• ire e, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • d e ,.r .•..\G E N S••• '74, • 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 V F•••• , • fit between the bottom chord and any other members. N o 39380 5)Refer to girder(s)for truss to truss connections. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=248,_ • / - • 4=311. - •(----- • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •"0: 8)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. • ,--6T• 1,, •• ;HCl ";'iF •. OR10.°.r-,S• � r/iii l Thomas A.Albans PE No.39380 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 NI 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11 7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekS connectors.this design Is Ixszed only upon parameters shown.and Is kr an irxilvidual building component,not a truss system.Before use,the building designer must vedty the applicability of design parameters and properly kx:orrarato his design Into the overall building design. Bracing Indicated Is to prevent budding of IndMdual truss web anti/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 Parke East Bird.fabrfabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lPl i Quality Criteria,038.89 and BCSI Building Component 6904 Tampa,Parke FE3st 0 Safety Information available from bAlexandria,bras Plate Institute,218 N.lee Street,Suite 312.Alexaia,VA 22314. Job Truss Truss Type Oty 'Ply ROY RESIDENCE T8629067 16-020201 All Hall Hip 1 1 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MrTek Industries.Inc. Fri May 13 14:30:10 2016 Page 1 I D:CziXFeuon509O R4TET8wmZzd?rz-2 MBOgX_g6aEO5Kkmr6PsxN5CrD9wEYg4ztYK_czGuzB i 8-0-0 I 15-2-8 1 8-0-0 7-2-8 Scale=1:26.8 6x8= ��71 I� I� 3x4 II 2 I/ 1 8 I/V e 5.00 2 p 7 • 6 1 —11 5 4 4x8= 1.5x4 I I 4X4= I 8-0-0 15-2-8 1 8-0-0 7-2-8 Plate Offsets(X,Y)-- 12:0-5-4,0-3-12113.0_2-4 0-1-8],14:0-2.0,0-2-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.09 1-5 >999 240 I MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.24 1-5 >732 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:93 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purtins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. iTek recommends that Stabilizers and required cross bracing �M be installed during truss erection,in accordance with Stabilizer Installation guide._______ REACTIONS. (lb/size) 1=667/0-5-8,4=667/Mechanical Max Horz1=215(LC 7) Max Upliltl=251(LC 10),4=-333(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.6=-930/488,6-7=-852/490,2-7=-848/505 BOT CHORD 1-5=-382/772,4-5=-380/779 WEBS 2-5=0/341,2-4=-854/525 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25it;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-9-1,Exterior(2)3-9-1 to 8-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions ,`�tt,%1 U lll I i/ilk, shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� itS A. A oe� 2)Provide adequate drainage to prevent water ponding. _vke ie 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•,��0••�C E N S'•• -T,1' . 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 ••• V ' •• • fit between the bottom chord and any other members. N O 39.380 • 0 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)1=251,: !-- 4=333. 7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = _.O. • • • 8)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �,�•T 1 _ • • •;mf-(/: 4. ,,, 61'11is/0NAil � c C%• itt Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/201S BEFORE USE. la I Design valid for use only with MIIeIc5 connec tors.this design Is biased only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicablity of design parameters and popedy Incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of IndMdual tnus web aid/or chord members only. Additional temporary and permanent bracing i M iTek" Is always required for stability Gird to prevent collapse with possible personal injury and property damage. For general guidance regarcing the 6904 Parke East Blvd. fabrication.storage,delivery.erection and tracing of trusses and truss systems.seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312,Alexa drkl,VA 22314- Tampa,FL 33610 Job Truss irruss Type Qty Ply ROY RESIDENCE T8629068 16-020201 Al2 Hall Hip Girder 1 1 J Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 1314:30:11 2016 Page 1 I D:CziXFeuon5090R4TET8wmZzd?rz-W Ylmtt?StuMHjUJyPgw5UbeN_dW tz7_ECXHuW 3zGuzA I 3.5.4 6-0-0 —___-- 10-7-4 I 15-2-8 3-5-4 2-6-12 4.7-4 4-7.4 Scale=1:26.8 NAILED NAILED 6x8= INAAIILED IpN111 xi 12 13 AILED II NAILED NAILED 3 1 _ 5x6 5.00 12 -- 1/V 4 14 i‹ e 4x6 i I.! LLJ 1 I I i i 2 �'" •�'H nil 11 ' nn nn 7 9 8 15 16 7 17 18 6 qxg— 1.5x4 II 3x4= NAILED 3x10_ NAILED NAILED 3x6 II NAILED NAILED Special NAILED 3-5-4 6-0-0 10.7.415-2-8 I I 3-5-4 2-6-12 4-7.4 4-7.4 Plate Offsets(X,Y)-- [3:0.5-4,0.3-121 — I I I LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 j BC 0.57 Vert(TL) -0.09 7-8 >999 180 BCLL 0.0 ' Rep Stress Inc/ NO I WB 0.37 Horz(TL) 0.03 6 ria n/a BCDL 10.0 Code FRC2014/TP12007 l (Matrix) Weight:102 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=964/0-5-8,6=2316/Mechanical Max Horz 1=166(LC 18) Max Uplift1=-417(LC 8),6=-1139(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1688/736,2-3=-1621/763,3-10=-1425/715,10-11=-1424/714,4-11=-1424/714, 4-12=-1424/715,12-13=-1424/715,13-14=1424/715,5-14=-1424/715,5.6=-1292/706 BOT CHORD 1-9=-686/1430,8-9=-686/1430,8-15=-744/1502,15-16=-744/1502,7-16=-744/1502 WEBS 4-7=-659/500,5-7=-827/1650 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `,0111111//1/� plate grip DOL=1.60 A. ONS A. 44 viii 2)Provide adequate drainage to prevent water ponding. ♦♦ Q •j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦k\X•.\GENS+•• /4,'.� 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 •• F•••, ••• fit between the bottom chord and any other Nomembers. • 39 380 _ i 5) •Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=1b)1.417, * • 6=1139. — • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. —"O: ----- • ' z 8)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �; j • • 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. /_ - - 1 ••.� � 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)950 lb down and 448 lb up at •;''� O R 1 Q *.• ♦♦♦ 15-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0j .`• C? • 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�ISS�O N A;�,,`♦♦♦♦ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Alban)PE No.39380 Uniform Loads(pIf) Mifek USA,Inc.FL Cert 6634 Vert:1-3=-70,3-5=-70,1-6.20 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2MN Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/02/2015 BEFORE USE. Design valid for use oNy with Mllokk connectors.This design is based only upon i:><resneters shown,and Is for an Individual building ccxnrxxxrnt,not a teas system.Before use,the bulking designer rust verify the appik:abllty of design parameters and properly kx:orrxrrate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkival puss web and/or chord members only. Additicnal temporary and permanent bracing MiTek' is always regared for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabricatkrr,storage,delivery,erection and bracing of misses and truss systems.seeANSl/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaNable horn truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type ;Qty !Ply ROY RESIDENCE 78629068 16-020201 Al2 Hal Hip Girder 1 1 1 Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:11 2016 Page 2 ID:CziXFeuon5Q9O R4TET8wmZzd?rz-W Ylmtt?StuMHj UJyPgw5UbeN_dW tz7_ECXHuW 3zGuzA LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-135(B)6=-950(B)8=-58(B)5=-136(B)10=135(B)11=-135(B)12=135(B)14=-135(B)15=-32(B)16=-32(B)17=-32(B)18=-32(B) 4 t 0 WARNING-Verily design penmetws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev,10/03/2015 BEFORE USE Nit Dmktn valid for use only with MI1ekIh.connectors.This design is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the b lWlrrg designer must verity the applk:abllty 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 May and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabte from truss Plate Institute.218 N.Lee Street.Suite 312,Aiexancirkt.VA 22314. Tampa.FL 33610 Job truss Truss Type Qty Ply ROY RESIDENCE 786290691 16-020201 A13 Hip Girder 1 1 Job Reference(optional) 1 TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 a Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:12 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-_kJ850?4eBU8Leu8zXRK1 oBMJ 1 sbidW NRAI R2VzGuz9 I _ 5-0-0 I 10.0-0 I 15-0-0 —i 5-0-0 5-0-0 5.0.0 Scale=1:25.4 6x8= Special NAILED NAILED NAILED 6x8= 2 1>:<7 8 XI3 112 5.00 0 0 g ' N 1 4 gmu g a n�n - R- .., n ,o t 6 8 10 5 4x8= 1.5x4 II NAILED NAILED 3x4= 4x8= NAILED NAILED NAILED NAILED I 5-0-0 I 10-0-0 I 15-0-0 I 5-0-0 ---- 5-0-0 ----------- 5-0-0 Plate OflsetJX,Y)-- 12:0-5-12,0-2.81,[3:0-4-0,0-1-13) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.12 5-6 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.10 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) I Weight:79 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 2-3:2x4 SP No.2 2-0-0 oc purlins(2-8-10 max.):2-3. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide.__-__ REACTIONS. (lb/size) 1=989/0-5-8,4=1043/Mechanical Max Horz1=53(LC 7) Max Upliftl=-458(LC 8),4=-502(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1830/865,2-7=-1739/929,7-8=-1739/929,3-8=-1739/929,3-4=-1981/976 BOT CHORD 1-6=-711/1588,6-9=-709/1598,9-10=-709/1598,5-10=-709/1598,4-5=-814/1733 WEBS 2-6=0/310,3-5=0/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24th eave=4ft;Cat.11; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 „�11 I I I I1/ii plate grip DOL=1.60 ••%\j PS A. ,q ��/1i 3)Provide adequate drainage to prevent water ponding. �� e ,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `.' �O•'\C,E N g••.-14,�,- 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 \., '•, tit between the bottom chord and any other members. No 39380 •: 6)Refer to girder(s)for truss to truss connections. --- • ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=458, / * %-–,J`• 4=502. �- 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. "O:� �� 9)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. :::,--•.,--,-_,$T- • - ; 11/ 10)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. t�"-,.,{ - -��, ._��/ 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)372 lb down and 401 lb up at �� • ' �� . �`•'•. OR1O ••' ♦ �• 10-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. C? 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i��I�s�O N 47:0;;C:1 ;'C-X, t• LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albanl PE No.39380 Uniform Loads(pit) MITek USA,Inc.FL Cert 6634 Vert:1-2=-70,2-3=-70,3-4=-70,1.4=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE ml. Design valid for use only with Mllekn connectors.lhis design is based only upon 1xxcxnoters shown.and Is for an IndiMdual building component,not a taus system.Before use,the bolding designer must verily the opplicabtlty of design parameters and properly Yx:apxrate this design Into the overall building design. Bracing Indicated Is to prevent budding of Ind ivIdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for slablllty and to prevent collapse with possble personal Infray and property d®nage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of tosses and truss systems.seeANS1/1PI I Quallly CrBafla,DSB-19 and SCSI Bullding Component 6904 Parke East Blvd. Safely Information available from Inns Plate Institute.218 N.Lee Street.Suite 312,AtexarxirIa.VA 72314. Tampa.FL 33610 1 Job ITress Truss Type Qty ;Ply ROY RESIDENCE 16.020201 I A13 Hip Girder 1 1 78629069 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri May 13 14:30:12 2016 Page 2 I D:CziXFeuon.5090R4TET8wmZzd?rz-_kJ85D?4eBUSLeuOzXRK 1 oBMJ 1 sbidW NRAI R2VzGuz9 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-99(F)3=-283(F)6=-42(F)5=-42(F)7=-99(F)8=-99(F)9=-23(F)10=-23(F) 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10'03/2015 BEFORE USE. illn Design valid for use only with MilekN connectors.Isis design is based only upon Fxxamoters shown.and Is for an Indivkdual building component.not a truss system.Before use,the building designer must verity the applk:abllty of design parameters and properly Incorporate this design Into the overall Irking design. Prachp Indicated Is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing M7ek• Is always required for sta lllty and to prevent collapse with p ossble personal injury and property damage. For general gukiax:e regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss truss Type Qty Ply ROY RESIDENCE 76629070 16-020201 A14 Monopitch 1 1 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:12 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-..kJ85D?4eBU8Leu8zXRK1 oBa91_Xie2NRA1 R2VzGuz9 I 2-4-15 2-4-15 3.54 12 Scale=1:10.3 2 3x6 II 1 Ill;: ... 3 M._ 4x6= 1.5x4 it I 2-4-15 2-4-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 1 >999 2401 MT20 244/190 TCDL 15.0 i Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 • ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) I Weight:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 1=88/0-7.6,3=88/Mechanical Max Horz 1=57(LC 7) Max Upliftt=-31(LC 10),3=-37(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��1ti I I 11111II1 ti 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 �0O�PS A. . to fit between the bottom chord and any other members. , 6 is 6)Refer to girder(s)for truss to truss connections. �� ••' C E N S•'..-y4,,,� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. . •• F •••• / • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 •: . —:� • =- -- ��L • • ..•l 'e < 9 •4 0 Ri. 10• s*‘ 1/47.\•q•. '°ietii0NA, .0 Thomas A.Albans PE No.39380 Miiek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 r A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITES(REFERANCE PAGE M0-7473 rev.10032015 BEFORE USE. , Design valid for use only with MliekF)connectors.this design Is based only upon parameters nr parameterseters shown.and Is for cn Individual building component,onen t,rat 11 � a tress system.Before use,the billing designer must verify the applicablity of design fxxcmelers and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indivkd al truss web and/or chord members only.Additional temporary aid permanent IA,ring MiTek' is always roc/tired for stablty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication,storage,delivery,erection and bracing of musses and truss systems.seeANSUTPti Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.tee Street.Suite 312,Nexan dda,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty PIy ROY RESIDENCE T86290711 16-020201 1A15 JACK 14 1 Job Reference(optional) • ' J TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 1314:30:13 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-SxtXIZOiPVc?yoTKW FyZZOjICRKgR5IXggm_bxzGuze 1-9-8 1-9-8 Scale=1:10.5 5.00 12 2 P PIPI I I I I I I I I I "I 4x6= 3 7-9-8 1-9-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT2O 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 f Code FRC2014/TP12007 (Matrix) Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide._ REACTIONS. (lb/size) 1=78/0-3-8,2=62/Mechanical,3=16/Mechanical Max Hoa 1=49(LC 10) Max Uplift1=-15(LC 10),2=-48(LC 10) Max Grav1=78(LC 1),2=62(LC 1),3=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it L=24ft;eave=4(t Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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) truss to truss ons. )Provide mechanicalconnection(byothers ttof truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,2. rt%":•1:11.21 ' r s A.:14°.41:1111/N 5) ) Pa P %.%:X � PA• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. % '•`Z`�'• G.EN No 39380 • 411110r— Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10113/2015 BEFORE USE. Design valid for use only with MIlekv connectors.Res design Is based only upon parameters shown,and Is for an Individual briding component.nent.not a truss system.Before use,the building designer must verity the a r)plk:atAIty of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent budding of Individual truss web and/rix chord members only.Additional temporary and permanent bracing MiTek' 5 always requked for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the tc picadors,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type (Hy Ply I ROY RESIDENCE 78629072, 16-020201 A16 Hall Hip Girder 1 1 IJob Reference(optional) • • I TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:13 2016 Page 1 I D:CziXFeuon5O90R4TET8wmZzd?rz-SxtXIZOIPVc?yoTKW FyZZOjjhRFLR5JXggm_bxzGuz8 I 3-5.4 I 6-0-0I 6-8-1 i 3-5-4 2-6-12 0-8-1 NAILED Scale=1:22.6 6x8= 3 4 5 - 5.00 12ir 4x4 2 1 C d ....4111111111111111111111111111111111 • iiiiiii 1-'.-7 W. r 8 7 4x6= 1.5x4 I 3x4=6 NAILED NAILED I 3-5-4 I 6-&1 I 3-5-4 3-2-13 Plate Offsets(X,Y)-- [3:0-5-12,0-2-81 LOADING(psi) SPACING- 2-0-0 l CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 6 rVa n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except 3-5:2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing -i be installed during truss erection,in accordance with Stabilizer , Installation guide. _ REACTIONS. (lb/size) 1=299/0-7-8,6=461/Mechanical Max Horz 1=175(LC 5) Max Uplift1=-111(LC 8),6=-222(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-404/146 BOT CHORD 1-8=-158/319,7-8.158/319 WEBS 2-7=-338/183 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45th L=24ft eave=oft Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�1>> I I �I�� 2)Provide adequate drainage to prevent water ponding. ,O� S A. �,,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�� P A B - 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 `��.r•••• C E N.s••.-4/A.,,� fit between the bottom chord and any other members. •'. % ••• � 5)Refer to girder(s)for truss to truss connections. No 39380 •:. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=111,z • `*. t 6=222. - '- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - • _ 8)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 7 '°% 1 •_�'+ 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. -, ' 4' • • • 1.4/� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• r� 4.►t-- -(/. LOAD CASE(S) Standard '' ' •COR 10• ••• .\ %• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��''SS;O N A��‘.4% .�`�, Uniform Loads(pit) �I Vert:1-3=-70,3-4=-70,4-5=-70,1-6=-20 Concentrated Loads(ib) Thomas A.Alban'PE No.39380 Vert:3=-132(F)7=-57(F) MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 r 0 WARNING•Va4Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 ray.10/03!2015 BEFORE USE IIII• Design valid for use only with MWWel&connectors.This design Is based only upon parameters shown,and Is for an individual uric'ng component.not a truss system.Before use,the bulking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall [wilding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional kvnporary 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 6904 Parke East BNd. Klbderection catlon,storage,delivery. and bracing of trusses and truss systems,seeANSt/IPI1 Quality Criteria,DSB-89 and SCSI Building Component Safely In formaion available horn truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job (rues truss Type Qty Ply ROY RESIDENCE T8629073 16-020201 A18 Half Hip Girder 1 t I Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:14 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-w7Rv W v l LApkray2X4yUo6DGvtgbBAXYguUWY7OzGuz7 ( 1-108 I 3-4-8 I 1-10-8 1-6-0 5.00112 6x8= Scale=1:20.2 2 3 • -2=1111hi II 5x6 040111ILl'1 • it/ 7 HUS26 6x 5 4 8= 6 4x4= 2x4 i I I 1-10-8 i 3-4-8 1-10-8 1-6-0 Plate Offsets(X,Y)_ [2:0-5.12 0-2-81[5:0-3-8,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.13 Horz(TL) -0.00 4 rVa n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) i Weight:35 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except` TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except 2-3:2x4 SP No.2 end verticals,and 2-0-0 oc purlins:2-3. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 4=556/Mechanical,6=717/0-5-8 Max Horz6=171(LC 5) Max Uplift4=-315(LC 5),6=-305(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-286/150,1-6=-415/194 BOT CHORD 4-5=-177/262 WEBS 2-5=-269/563,2-4=-601/319,1-5=-165/340 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `,�t)111111//1iI 2)Provide adequate drainage to prevent water ponding. 0 • S A. Iii 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %‘‘OW P;•..• A.B .... 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 ��,�•r .•'t 0 E N S+••.'92 � tit between the bottom chord and any other members. • F •• / • 5)Refer to girder(s)for truss to truss connections. • • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=315, N O 39__380 w 6=305. .`. 7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N/ 8)Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. •:.-0: / -&C• 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 1-5-4 from the left end to connect -x"• 1'• • * ; 4/ truss(es)to back face of bottom chord. -a- :.id t- :��G/ 10)Fill all nail holes where hanger is in contact with lumber. 0.,'--4;,••• .• z r‘�..• �• 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j,Sl e• 9 R �?,�� LOAD CASE(S) Standard i��/s;�N A�1�?�`, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albanl PE No.39380 Vert:1-2=-70,2-3=-70,4-6=-20 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Mllek8 connectors.this design Is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of desIOn parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seems/mit Quality Criteria,DSB-89 and BCSI Building Component ! 6904 Parke East Blvd. Safely IMormaton available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job frusS fruss Type Qty Ply ROY RESIDENCE 78629073 16-020201 A18 Hell Hip Girder 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:14 2016 Page 2 I D:CziXFeuon5Q9OR4TETBwmZzd?rz-w7Rv Wv t LApkray2X4yUo6DGvtgbBAXYguU W Y7OzGuz7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7.--996(B) 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*W7473 rev.101031201E BEFORE USE. Design valid for use only with MItekt%connectors.This design is based only upon I:rarameters shown,and Is for an Individual building component.nr>t I III. r a truss system.Before use,the txilding designer must verily the ap licabllly of design parameters and properly incorporate Ihk design Into the overall building design. Bracing indicated Is to prevent trickling of Individual truss web clavi/or chord members only.Additional temporary and permanent bracing 1 Milek Is always required for stability and to prevent collapse with possible personal injury and properly damage. Tor general guidance regard ksg the fabrication,storage,delivery,erection and bracing of trusses and teas systems,seeANSI/IPI I Quality Criteria,DS8-89 and SCSI Guiding Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute,218 N.I ee Street,Suite 312,Alexaadrta,VA 22314. Tampa,FL 33610 Job I Iruss rruss Type IQty Ply ROY RESIDENCE T8629074 16.020201 BOt Roof Special Girder 11 3 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MITek Industries,Inc. Fri May 13 14:30:16 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-tW Yfwb2bio_ZpFCvCN W GBeLBKe74dGJzMo?fBGzGuzS I 5-5-0 10-0-0 15-1-11 I 20-3-6 1 253 6 1 28-9-10 1 32-3-15 1 37-3-15 5-5-4 4-6-12 5-1-11 5-1-11 5-0-0 3-6-4 3-6-4 5-0-0 Scale=1:67.4 8x12= 3x6 11 8x12= 5.00112 3 �1819� 132 f91 CZ5 4x6% WIN: RS 10x14— 3x6 II 8x12= 2 6 7 NAILED NAILED n HUS26 r 1 II ;0 i11I�III�111<�II�III�IItr.MIII I1lt�� TT _ __ _NI 111 =��'I■w 21 22 23t7 24 25 2616 27 28 75 29 30 31 14 3213 3312 1134 105x8— 6x12= HUS263x6 I: HUS26 7x10 MT2OHS= HUS26 6x8= Special 3x6 I 8x12 MT2OHS=2x4 :I 6x12= 2x4 II HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 NAILED NAILED TJC37 5-5-4 15-1-11 20-3-6 I 22-9-6 I 25-3-6 I 28-9-10 32-3-15 37-3-15 1 5-5-4 4-6-12 5-1-11 5-1-11 2-6-0 2-6-0 3-6-4 3-6-4 5-0-0 Plate Offsets(X,Y)-- [5:0-5-4,0-4-01,[6:0-11-0,0-6-81,[8:0-6-0,0-4-81,[13:0-6-0,Edgel,[14:0-3-12,0-1-81,[15:0-4-0,0-4-41,[16:0-5-0,0-4-81,117:0-4-0,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid . PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.45 12-13 >978 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.97 12-13 >456 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.81 HOrz(TL) 0.27 9 n/a rVa BCDL 10.0I Code FRC2014/TPI2007 (Matrix) 1 Weight:854 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SP SS 2-0-0 oc purlins(6-0-0 max.):3-5,6-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 8-9-8 oc bracing:12-13 8-10-10 oc bracing:11-12. REACTIONS. (lb/size) 1=12045/0-5-8,9=7283/0-5-8 Max Horz 1=-118(LC 23) Max Uplifti=-4974(LC 8),9=-3224(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-23448/9744,2-3=-20558/8706,3-18=-22536/9691,18-19=-22536/9691, 4-19=-22536/9691,4-5=-22536/9691,5-6=-27712/12153,6-7=-23755/10494, 7-20-23755/10494,8-20=-23756/10495,8-9=-16314/7228 BOT CHORD 1-21=-8718/21077,21-22=-8718/21077,22-23=-8718/21077,17-23=-8718/21077, 17-24=-8718/21077,24.25=-8718/21077,25-26=-8718/21077,16-26-8718/21077, 16-27=-7964/19178,27-28=-7964/19178,15-28=-7964/19178,15-29=-9403/21985, 29-30=-9403/21985,30-31=-9403/21985,14-31=-9403/21985,14-32=-9365/21894, 13-32=-9365/21894,13-33=-13828/31658,12-33=-13828/31658,11-12=-13834/31669, 11-34-6465/14683,10-34=-6465/14683,9-10=-6452/14653 111111111//// 3, 499, 7, WEBS 5-15=-319/960,5-14=--1140/2742,5 13=-3499/7546=-2334/912, 2,6-13=-8163/3697,6-11=-9439/46116, ``,��10NS A• A4e1,,• 7-11-267/199,8-11=-4672/10820,8-10-197/483 ,NL�0 •`'GEN '9 '. NOTP puss to be connected together with tOd(0.131"x3")nails as follows: No• 39380 ••:,_ Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. * • Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. = Webs connected as follows:2x4-1 row at 0-9-0 oc. — -13. p 1.1:: �r 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 plies T, •� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. p, - .t (V z 3)Unbalanced roof live loads have been considered for this design. �0'-�f� 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat.II; i' ' ' •. O A 1 .`'0 s• Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 0, S • '• \ s• plate grip DOL=1.60 �� NA1.-1":%%�� 5)Provide adequate drainage to prevent water ponding. ///111111111 6)All plates are MT20 plates unless otherwise indicated. Thomas A.Alban)PE No.39380 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 fit between the bottom chord and any other members. Date: 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ut=lb)1=4974, May 14,2016 Col ?con page 2 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.IGV220/5 BEFORE USE. Design validfor use only with Mllelr€connectors.This design b based only upon parameters shown.and Is for an Indbuilding ding component,not I a truss system.Before use,the Ixldirsg designer must verify the applicability of design Ixrarnetets and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temnpxxary and permanent bracing M iTek• Is always required for stability and to prevent coltopse with possble personal injury and property damage. For general guidance regadng the 6904 Parke East Blvd.fabrication,storage,clelIvery,erectionand and bracing of trusses tr ss systems,soeANS1/TPI I Quality Criteria.DSB-89 and SCSI Building Component Safety Information available from Toss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply ROY RESIDENCE T8629074 16-020201 B01 Roof Special Girder 1 3 Job ReterenceAoptional) TRUSSMART BUILDING COMPONENTS. Midway-GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:16 2016 Page 2 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-tW Yfwb2biQ_ZpFCvCN W GBeLBKe74dGJzMo?fBGzGuz5 NOTES- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-7-14 oc max.starting at 0-8-3 from the left end to 24-2-10 to connect truss(es)to back face of bottom chord. 13)Use Simpson Strong-Tie TJC37(6 nail,30-90)or equivalent at 32-3-15 from the left end to connect truss(es)to back face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1802 lb down and 772 lb up at 17-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,5-6=-70,6-8=-70,8-9=-70,1-9=-20 Concentrated Loads(Ib) Vert:8=-99(B)14=-668(6)10=-330(8)20=-138(B)21=-1114(6)22=-1114(8)23=-1114(6)24=-1114(B)25=-1114(B)26—1114(8)27=-1122(8)28=-1122(B) 29=-1122(B)30=-1802(B)31=-668(B)32=-668(B)33=-1358(B)34=-226(B) ml•0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/F7473 rev.I0/03/2015 BEFORE USE. Design valid for use only with Mllekh connectos.Ills design Is based only upon parameters shown.and Is for an Individual al bulding component.not a truss system.Before use.the bilking designer must verify the a rrlicabiity of design parameters and pto perty Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labrlcatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormaion available Born Truss Plate Instltrrte,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job iTruss -Truss Type [Qty Ply ROY RESIDENCE 78629075 16-020201 1802 Root Special j1 1 i IJob Reference.(optional) • • _1 TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Induslries.Inc. Fri May 13 14:3017 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-Li618x3DTk6QRPm6141 VksuPa2TnM146aSkCkizGuz4 8-0-0 15-1-11 22-3.6 22 11 14 30-0-7 37-3-15 I 8-0-0 I 7-1-11 l 7-1-11 -8 7-0-9 I- - - _ 7-3-8 I Scale=1:65.8 8x12= 5.00 12 4x6= 8x12= 8x12= 2 = - 14= 3- 4 •175 11 12100000000000111110101111).• O� - - �' 114 4 I. 1 16 v 4x8= 10 9 8 7 4x8= 5x6= 3x4= 6x8= 1.5x4 I'' I 8-0-0 15-1-11 i 22-3-6 22.11,14 30-0.7 I 37-3-15 l 8-0-0 7-1-11 7-1-11 d-a-e 7-0-9 7-3-8 Plate Offsets(X,Y)-- [8:0-2-12,Edge],[9:0-1-12,0-1-8],[10:0-3-0,0-3-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.24 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.66 8-9 >668 180 BCLL 0.0 • Rep Stress Incr YES WB 0.65 Horz(TL) 0.23 6 rVa rVa BCDL 10.0 Code FRC2014/TPI2007 (Matrix) ! I Weight:228 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins,except BOT CHORD 2x4 SP No.2'Except' 2-0-0 oc purlins(4-6-6 max.):2-5. 8-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide- _ REACTIONS. (lb/size) 1=1659/0-5-8,6=1659/0-5-8 Max Horz 1=95(LC 9) Max Uplift1=-635(LC 10),6=635(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-3259/1604,11-12=-3172/1605,2-12=-3163/1619,2-13.4119/2125, 13-14=-4118/2125,14-15=4118/2125,3-15=-4118/2125,3-4=4239/2180, 4-16=-4231/2172,16-17=-4232/2171,17-18=-4233/2171,5-18=-4239/2171, 5-6=-3284/1636 BOT CHORD 1-10=-1340/2881,9-10=-1339/2887,8-9=-1880/4118,7-8=-1359/2910,6-7=-1361/2903 WEBS 2-10=0/317,2-9=-607/1487,3-9=-529/320,4-8=543/344,5-8=-640/1562,5-7=0/294 NOTES- 1011111/i, S‘t i 1)Unbalanced roof live loads have been considered for this design. `,� �11 NS . •I4�'/e, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5f1;Cat.II; `‘ \w• e �� Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-11-9,Interior(1)3.11-9 to 4-3-3,Exterior(2)4-3-3 to 8-0-0,Interior(1)11-8-13 to 26-3-10,Exterior(2)30-0-7 to 37-1-3 zone;cantilever left and right exposed;end vertical left and right .�\? ��.E N SF•'�2/�ii� exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 3)Provide adequate drainage to prevent water ponding. - • • 4)This truss has been designed for a 10.0 psi 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. •:."0% • ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)1=635,I. ' • ,T. • - 6=635. 4 �6 .. �. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••� 1 0 � ��• 8)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ij�s•.`" 0 R•• 0.`�• �'',it, NAslim S 1�`oNs Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mi. f 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.18032016 BEFORE USE Design valid for use only`Mtn Mllekfi connectors.Iris design is based only upon parameters shown,and Is for an Individual txuk8ng component,not a truss system.Before use.the balking designer must verify the al tpltc.l lily of design parameters and properly Incorporate this design into the overall building design. tracing Indicated Is to prevent buckling of Indlvklual truss web and/or chord members only.Additional temporary any permanent bracing i MiTek' •Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance residing the fotrIcatkxn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPl1 Qualify Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Flats knstihrie,218 N.lee Street.Stile 312,Alexandria,VA 22314. Tampa,FL 33610 JOb Truss Truss Type City Ply ROY RESIDENCE 78629076 16.020201 603 Hip Girder 1 n G Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:20 2016 Page 1 ID:CziXFeuon509OR4TET8wmZzd?rz-IHoAmy55mtU?ItVhRDaCLU Ww7FUrZAaZHOzsK1 zGuz 1 I 3-5-4 I 6-0-0 1 11-1-13 16-1-15 I 21-2-0 I 26.2_1 I 31-3-15 I_33-10.11 I 37-3-15 { 3-5-4 2-6-12 5-1-13 5-0-1 5-0.1 5-0-1 5-1-13 2.6.12 3-5-4 Scale:3/16".1' NAILED NAILED NAILED NAILED NAILED NAILED 8x12= NAILED Special 5.00 12 NAILED NAILED4x6= NAILED 4x6 NAILED 8x12 NAILED 4x6 NAILED 8x12 4x6 3 9 56'0 4 5g1 22 �3 m5 4 2§, 6= 2§, 27 2, 7 2yQ, Q 8 4x6i 2 nn nn n " .� n7 9 1 1 ;SI I� 10 cb 1°.11111. C on 09 M ,, m WIIIPWI„ r 1,„ n u rr u G 4x8= 18 1731 32 16 15 14 37 38 13 39 40 12 11 4x8= a3 34 35 362x4 II 4x4= NAILED 7x10= NAILED 4x4= NAILED 4x8 4x4= 2x4 I I NAILED 7x10= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 3-5-4 I 6-0-0 I 11-1-13 16-1-15 21.2.0 I 26-2-1 I 31-3-15 1 33-10-11 I 37-3-15 3-5-4 2-6-12 5-1-13 _ 5.0.1 5-0.1 5-0-1 5-1-13 2-6-12 3-5-4 Plate Offsets(X,Y)-- (1:0-3-8,0-2-01,[6:0.6.0,0-6-01,[10:0-4-12,Edge),(13:0-5-0,0-4-81,116:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 ! Vert(LL) 0.34 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 1 Vert(TL) -0.69 14-15 >639 180 BCLL 0.0 • Rep Stress Inc- NO WB 0.41 1 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) I Weight:552 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. REACTIONS. (lb/size) 1=2889/0-5-8,10=3050/0-5-8 Max Horz 1=73(LC 24) Max Uplift/=-1326(LC 8),10=1431(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=5683/2625,2-3=-6169/2905,3-19=-8956/4272,19-20=-8955/4272,4-20=-8954/4272, 4-21=-10689/5105,21-22.10689/5105,22-23=-10689/5105,5-23=-10689/5105, 5-24=-10818/5174,24-25=-10818/5174,6-25=-10818/5174,6-26=-10818/5174, 26-27=-10818/5174,27-28=-10818/5174,7-28=-10818/5174,7-29=-9141/4397, 29-30=-9142/4398,8-30=-9143/4398,8-9=-6532/3143,9-10=-6014/2842 BOT CHORD 1-18=-2269/4970,17-18=-2269/4970,17-31=-2608/5749,31-32=-2608/5749, 16-32=-2608/5749,16-33=-4139/8955,33-34=-4139/8955,15-34=-4139/8955, 15-35=-4972/10689,35-36=-4972/10689,14-36=-4972/10689,14-37=-4265/9142, 37-38=-4265/9142,13-38=-4265/9142,13-39=-2828/6086,39-40=-2828/6086, 12-40=-2828/6086,11-12=-2460/5261,10-11=-2460/5261 ��/{11111/II WEBS 6-17= 77 /500,7-314 -883/ 9366 -43=- 497/836,8- 3=- 623/3496,8-12=-227/264,' NO`"NSI. A' A,'tee s-12.ash/toss �,,`�\O-•GENs**"11,'• . NOTES- • 2-ply truss to be connected together with 10d(0.131-x3")nails as follows: No 39380 •• Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. :• A- Webs connected as follows:2x4-1 row at 0-9-0 oc. -o 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 pli. t . 4.141. connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • 4 ---••,•=-1 ' ((7, 3)Unbalanced roof live loads have been considered for this design. 1,•-..t‘,„. i 0 ' • `? 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=37ft;eave=5ft;Cat.II; oe •• ••0 R I• ••:c. �� Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 '0,,SS�O N .E\"4 %% plate grip DOL=1.60 ,i11.11111110 t.. t`` 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A.Albanl PE No.39380 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will MITek USA,Inc.FL Cert 6634 tit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1326, Date: 10=1431. May 14,2016 Nayisidri9iFilikittigreaks including heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.101032015 BEFORE USE. NI Design valid for use only with MIIeIr connectors.this design is based only upon parameters shown,and is for an kvJMd eat bolding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k4sy and property damage. For general guidance regarding the la rkcatkrr,storage,delivery,erectl n and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke Sack Blvd. Safety Information available from lurss Prate institute,218 N.Lee Street.Suite 312,Alexadda,VA 22314. Tampa,FL 33610 Job Truss truss Type Qty Ply ROY RESIDENCE 18629076 1_ 16-020201 B03 Hip Girder 1 ____ 2,Job Reference(optional) ' • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 1314:30:20 2016 Page 2 I D:CziXFeuon509OR4T ET8wmZzd?rz-IHoAmy55mfU?ItVhRDaCLUW w7FUrZAaZHOzsK1 zGuzi NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)421 lb down and 430 lb up at 31-3-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-8=-70,8-10=-70,1-10=-20 Concentrated Loads(Ib) Vert:3=-135(F)8=-368(F)17=-58(F)15=-32(F)5=-135(F)6=-135(F)14=-32(F)12=-58(F)19=-135(F)20=-135(F)21=-135(F)23=-135(F)24=-135(F)25=-135(F) 26=-135(F)28=-135(F)29=-135(F)30=-135(F)31=-32(F)32=-32(F)33=-32(F)34=-32(F)35=-32(F)36=-32(F)37=-32(F)38=-32(F)39=-32(F)40=-32(F) ipsit 1 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.1003(2015 BEFORE USE. Design valid for use only with MITek3)connectors.this design Is I mso i only upon parameters shown.and is tor an individual building component,not a truss system.Before use,the Lnildklg designer must verity the applicability of design parameters and properly incorporate this design Into the overall br,cIng 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 reaming the Parke EastBlvd.fa fabrication.storage,delivery,erection and bracing of trusses and truss system&seeANSI/TPI1 Quality Cdtaria,DS9-89 and SCSI BulWrn6904 ing Comp: wont Tampa.04 E UAW/tntormalton available from om Trs Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. F Job Truss Truss Type Qty Ply ROY RESIDENCE I T8629077'I 16-020201 B04 Common 2 1 I Job Reference(optional) . TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:21 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-DTMY_16kXycswl4t_w6Rui25rft8lf5iV4iQtUzGuzO H_ 8-0-11 1 15-7-12 I 23-2-13 I 31-3-8 8-0-11 7-7-1 7-7-1 8-0-11 Scale=1:53.0 6x8= 5.00 112 3 10 52 11 8x12% 8x12 2 4 • • 912 1 2 4x8, 8 7 6 4x8= 1.5:4 II 5x8= 1.5x4 II I 8-0-11 I 15-7-12 1 23-2-13 I 31-3-8 1 8.0.11 7-7-1 7-7-1 8-0-11 Plate Offsets(X,Y)- 12:0_6-0,0.6-0],[4:0-6-0,0-6-01,17:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. ( DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.11 5-6 >999 240 I MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.33 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) 0.15 5 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:195 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-7,2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=1388/0-5.8,5=1388/0-5-8 Max Horz 1=-169(LC 8) Max Uplift/=531(LC 10),5=-531(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-2641/1169,2-9=-2564/1186,2-10=-1860/936,3-10=-1740/946,3-11=-1740/946, 4-11=-1860/936,4-12=-2564/1186,5-12=-2641/1169 BOT CHORD 1-8=-963/2326,7-8=-964/2325,6-7=-964/2325,5-6=-963/2326 WEBS 3-7=-341/831,4-7=-824/439,4-6=0/328,2-7=-824/439,2-8=0/328 NOTES- 1)Unbalanced roof live loads have been considered for this design. h;TCDL=4.2psf; 2)Wind:Exp D;End..,GCpi=0.18;SCE 7-10; 1MW FRS(directional)al)cond and C-C Exterior()0-2-12 to 3-4-5,DI terio0r(1)'3-4 55 to 12 6-3,Exterior(2)12 6-3 tot II; %%00` PS 1 A. qi ii,,� 15-7-12,Interior(1)18-9-5 to 27-11-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and `� B forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �•%,<Z% •••......... G E N s•• 12'.� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • F•••. - i 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will NO 39380 •• fit between the bottom chord and any other members. • .-. _ w• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=531, , • 5=531. • , 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. :-0. • - + ,T. :4y. ,0, cc,„:„ O R 1 o.•�N%.- /i' • it /0 N A1-E •0 Thomas A.Albans PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1r 0 WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MM-7473 rev.IG/03/2015 BEFORE USE. Design valid for use only with MIIek8 connectors.This design Is based only Mars parameters shown,and is for an indlvk riol Priding component.part , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate orate this design into lire overall I biting design. Bracing Indicated h to prevent buckling of individual truss web and/or chord members only. Additional temporary ry and Irelma hent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukknce regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Bbd. Safety information available from Truss Mate Institute,218 N.lee Street.Spite 312,Alexarxdrta.VA 22314. Tampa.FL 33610 1 Job Truss I Cruse Type Qty Ply ROY RESIDENCE 78629078 16-020201 805 Common 5 1 Job Reference(optional) ' • j TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:21 2016 Page 1 I D:CziX Feuon5Q9O R4TET8wmZzd?rz-DTMY_I6kXycswl 4t_w6Rui22Rfs61ZeiV4iQtUzGuzO 8-0-11 ___________-_____-15.7.12 25-7-0 H 8-0-11 7-7-1 9-11-4 Scale=1:47.3 6x8= 5.00 1 12 3 A 9 10 8x12 11 2 . 5x6 , . ce 4 8 % t�. 1 ab 4 = 7 6 5 1.5x4 II 5x8= 4x6 II I 8-0-11 I 15-7-12 i 25-7-0 I 8-0-11 7-7-1 9-11-4 Plate Offsets(X,Y)-- (2:0-6-0,0-6-0],f5:Edge,0-3.8),(6:0-2-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.23 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 • Vert(TL) -0.59 5-6 >516 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.68 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:169 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=113410-5-8,5=1134/Mechanical Max Horz1=251(LC 9) Max Uplittl=-432(LC 10),5=-436(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.8=-2043/907,2-8=-1968/924,2-9=-1250/659,3-9=-1128/681,3-10=-1097/649, 10-11=-1156/632,4-11=-1254/627,4-5=-1045/588 BOT CHORD 1-7=-720/1785,6-7=-721/1783 WEBS 2-7=0/306,2-6=-845/438,3-6=-37/426,4-6=-379/1029 NOTES- 1)Unbalanced roof live loads have been considered for this design. %t%l I I I I III 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasal=tOtmph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45f1;L=26ft eave=4ft;Cat.II; `li`A S A. 111, Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-7-12,Exterior(2)12-7-12 to `` P A 6 .,� 15-7-12,Interior(1)18-7-12 to 22-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,%%Ise •�%G E N d•••;T4, • 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. • • 0 No 39380 : i 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 Z w • fit between the bottom chord and any other members. Z • * -----•-• - 5)Refer to girder(s)for truss to truss connections. V. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=432,17."O•• _•-• 5=436. • ti f 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • P� "r6. T. -�� •�4.(/; i • • ., s ',,, /0NAt- �,`,`% Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Verify design param.fsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllek°®connectors.this design Is based only upon Ixraneters shown-and Is for<rr Yxdlddu l balding component,rot i a truss system.Before use,the building designer must verify the applkcat:llty of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated 8 to prevent buckling of individual l truss web and/or chord merntx:rs only. Additional temporary and permanent bracing MiTek• • Is always required for stability and to prevent collapse with possLle personal Inertly and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and huss systems,seeANSI/TPI1 Quality Criteria,055-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 — j Job !Truss (russ Type Qty Ply ROY RESIDENCE T8629079 16-020201 1806 Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:22 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-hgwwBe7MIGkjXBf3YedgRvbE93Ec1?7rkkSzPwzGuz? I 7-2-13 14-0-0 17-3-8 I 24-0-11 I 31-3-8 7-2-13 6-9-3 3-3-8 6-9-3 7-2-13 Scale=1:54.0 6x8= 6x8= 3 4 5.00 FiT i 12 13 4x6% 4x6 2 5 11 i 14 1 6 o _- MP 4x8= 10 9 8 7 4x8= 5x6= 3x4= 5x8= 1.5x4 II 7-2-13 14-0-0 � 17-3-8 . 24-0.11 I 31-3-8 7-2-13 6-9-3 3-3-8 6-9-3 7-2-13 Plate Offsets(X,Y)-- (3:0-5-12,0-2-8),(4:0-4-0,0-1-13],[8:0-3-4,03-0],[10:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.10 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.30 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.73 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:204 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins,except 3-4:2x4 SP No.2 2-0-0 oc puffins(4-5-4 max.):3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing, Except: WEBS 2x4 SP No.2 7-0-14 oc bracing:8-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=1388/0-5-8,6=1388/0-5-8 Max Horz1=-155(LC 8) Max Uplift1=-531(LC 10),6=-531(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-2678/1309,2-11=-2606/1324,2-12=-1966/1070,3-12=-1865/1082,3-4=1724/1076, 4-13=-1873/1086,S-13=-1974/1073,5-14=-2605/1325,6-14=-2677/1309 BOT CHORD 1-10=1096/2359,9-10=-1096/2359,8-9=-707/1723,7-8=1096/2359,6-7.1096/2359 WEBS 2-10=0/306,2-9=-735/436,3-9=-160/424,4-8=-162/422,5-8=-729/433,5-7=0/303 NOTES- 1)Unbalanced roof live loads have been considered for this design. `,0%111111111/1 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=2511;B=45ft;L=31ft eave=4ft;Cat.II; ��01 A- . �•,,� Exp D;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-4-5,Interior(1)3-4-5 to 9-6-14,Exterior(2)9-6-14 to `‘ B , 21-8-10,Interior(1)21-8-10 to 27-11-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and �•`,�O•.%G•E N s'-.1:t.'• � forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : F ••• . 3)Provide adequate drainage to prevent water ponding. No 39380 : 4)This truss has been designed for a 10.0 psi 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 lb uplift at joint(s)except(jt=1b)1=531, "17: / • ;. 6=531. :- T' ► - : >!U 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -a--- 4/ 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1'P* c& O R 1 0 .,• \V': ei'i 6S/0NA;E?Cr%. 17111 Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Me-7473 rev.10/0312015 BEFORE USE. 111. Design valid for use only with MIlskc connectors.this design Is based only upon rxramoters shown.and Is for an ItWMdud lauding component.not a truss system.Before use.the building designer must verify the appllcabllty of design parameters and Iro(•_xrly incorporate this design Into the overall biding design. LLacing 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 collq:se with possible personal Injury and property damage. for general grickroe regarding the fabrication.storage,delivery,erection and bradng of trusses and truss systems,seOA1451/IP11 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Bird. Sagely Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610-- j Job Truss truss Type Qty Ply ROY RESIDENCE T8629080 16-020201 B07 Roof Special I 1 - Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc Fri May 13 14:30:23 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-9sTJP_8_2asa9KEF6L8vz780fTa8mSN?zOBW xMzGuz_ 7-2-13 I 14-0-0 I 17.3.8 I 21-9-8 ) 25-7-0 7-2-13 6-9-3 3-3-8 4-6-0 3-9-8 Scale=1:45.1 6x8= 6x8= 3 R 4 1 -- 5.0012 13 I 4 6x8= 5x6— 56 1* 4x6 w i 2 Biu R 7 12 'P 0 1 a z. n 10 9 8 4x8= 7 1.5x4 11 5x6= 3x10= 3x4= 3x6 II 1 7-2-13 I 14-0-0 I 17-3-8 1 21-9-8 25-7-0 7-2-13 6-9-3 3-3-8 4-6-0 3-9-8 Plate Offsets(X,Y)-- (3:0.5-4,0-3-121,[4:0-4-0 0-3-121,15:0-4-0,0-3-12L 00:0.3-0,Q3-01 _ LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 • TC 0.26 1 Vert(LL) -0.06 1-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.21 10-11 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.73 Horz(TL) 0.07 7 Na rVa BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:192 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4,5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. -MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=1134/0-5.8,7=1134/Mechanical Max Horz 1=293(LC 9) Max Uplift/=-430(LC 10),7=-438(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2092/967,2-12=-2023/982,2-13=-1372/750,3-13=-1270/759,3.4=-1045/712, 4-14=-1128/707,5-14=-1170/697,5-15=-807/519,6-15=-807/520,6-7=-1103/598 BOT CHORD 1-11=-802/1831,10-11=-802/1831,9-10=-460/1186,8-9=-342/837 WEBS 2-11=0/306,2-10=-735/406,3-10=-145/446,3-9=-376/138,5-9=-101/314,5-8=-887/509, 6-8=-630/1259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1%11111111/iii. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; 0%1 S A. 'it, Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-1210 11-0-0,Exterior(2)11-0-0 to ,.•00A4e l , 20-3-8,Interior(1)20-3-8 to 21-9-8,Exterior(2)22-5-4 to 25-5-4 zone;cantilever left and right exposed;end vertical left and right %%QX\ •••.\t"E N s' exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 V F•••• •/ i 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. N O -..- ••- • 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ • ,� 6)Refer to girder(s)for truss to truss connections. 'O • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=430, T' e - •;t/ 7=438. .,,,,„0/ � aj 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .0,"-.4%,„•-.-_, R �•;•��,, 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �j`` i'',it;0 N At os Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.1003/2015 BEFORE USE. lit Deign valid for use only with MllekCC connectors.Iris design B based only upon parameters shown.and Is for an Individual ts.idkxg component.x hent.not Cr truss system.BOOM use.the building designer must verily the(rpplicrbilty of design parameters and ISOlx,rly Incorporate this design into the overall I bulling design. Bracing Indicated Is to prevent buckling of Iriitvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek 1 is always required for stabitty and to prevent collapse with possible personal injury and property damage. For general gukhax:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPIt Quay Criteria,DSB-89 and SCSI Building Component j 6904 Parke East Blvd. Safely Information available from Inns Plate Institute,218 N.tee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 — iI Job Truss Truss Type Qty Ply I ROY RESIDENCE T8629081 16-020201 B08 Hip 1 I 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 Mask Industries.Inc. Fri May 13 14:30:23 2016 Page 1 ID:CziXFeuon5Q9OR4TETBwmZzd?rz-9STJP 8_2asa9KEF6L8vz78R5Ta3mYQ?zOBWxMzGuz_ 1 6-2-13 1 12-0.0 f 19-3-8 _ 1 25-0-11 31-3-8 --I 6-2-13 5-9-3 7-3-8 5-9-3 6-2-13 Scale=1:54.0 6x8= 6x8= 3 13 RI RI ERLI 14 4 5.00 12 lai E. 4x6* 12 15 4x6 2 5 " o 1 o $ 11 :•� 16 J, . 6 1 -o 1,74 4x8= 10 9 8 7 4x8= 5x6= 3x4= 5x8= 1.5x4 11 1 6-2-13 1 12-0-0 i 18.3.8 1 25-0-11 31-3-8 1 6-2-13 5-9-3 7-3-8 5-9-3 6-2-13 Plate Offsets(X,Y)-- [3:0-5-4,0-3-12],[4:0-4-0,0-3-12],[8:0-3-12,0-3.0],[10:0-3-0,0_3.0) LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.30 8-9 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.34 Horz(TL) 0.15 6 Na Na BCDL 10.0 Code FRC2014/TP12007 (Matrix) , Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. WEBS 1 Row at midpt 3-8 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1388/0-5-8,6=1388/0-5-8 Max Horz 1=132(LC 9) Max Upliftl=-531(LC 10),6=-531(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-2679/1378,2-11=-2603/1390,2-12=-2162/1215,3-12=-2110/1229, 3-13=-1960/1213,13-14.1960/1213,4-14=-1960/1213,4-15=-2119/1232, 5-15=-2169/1217,5-16=-2601/1390,6-16=-2677/1377 BOT CHORD 1-10=-1158/2353,9-10=-1158/2353,8-9=-886/1955,7-8=-1158/2351,6-7=-1158/2351 WEBS 2-9=-473/305,3-9.95/416,4-8=-94/411,5-8=-464/302 N 1)Unbalanced roof live loads have been considered for this design. ,,`,�t.S A. - •te 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=4511;L=3111;eave=4ft;Cat.II; `sO 2 8Exp-1;End.,10.Interior(1)or(1)23-8-1 i=0.18;0 0 27 11 1-3 zoS tional)and C-C ne;cantilever left and right exposed xterior(2)0-2-12 to Send vertical left and right exposed C C for members and ��,,L? ��C E r'11 S'�e,•�•2/•,• forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=7.60 No 39380 3)Provide adequate drainage to prevent water ponding. : .. 4)This truss has been designed for a 10.0 psi 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. ='O • - • t 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)except(jt=lb)1=531, =....;46‘.,¢ •;�1/.. ...: 6=531. • r. �.-i /r- _ 'Q 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,�"'��•. R 1 � 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. � s•'•........ '-`�?%• 'Ili�0 N As�`os` Thomas A.Albans PE No.39380 Milk USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 p Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111-7473 rev.10/032015 BEFORE USE. - Design valid for use*NY with Mllekl8 connectors.This design is based only upon parameters shown.and Is for an Indlvkival bidding component,not a truss system.Before use,the building designer must veilty the appik:atllty of design parameters and properly Inc orlxxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdu al truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse wilts possibie personal iniury and property damage. for general guidance regarding the Parke East Blvd fabrication.storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/1PI1 Quality Criteria,DS8-89 and BC51 Building ding ComponentEst 0 Softly Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.P. Job Truss truss Type Qty Ply ROY RESIDENCE 78629082 16-020201 609 Roof Special 1 1 Job Reference(optional___ TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:24 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-e21 hcK9cpt_RnUpSg2f8WKgYNss4VsU8B2x4SozGuyz I 6-2-13 I 12-0-0 I 19-3-8 11.9-8 24.6.0 i25.7-0 6-2-13 5-9-3 7-3-8 d-6-0 4-8-8 1-1-0 Scale=1:45.4 7x10= 8x12 5x6 6x8= 3 1415 l5z. 16 c3z 17 riRi 4 5 6 7 5.00;12 913IIINisliiiiilliltr 3x6QI2 4 1 �v �i 79 ^ r5 12 1 4x8= 11 19 20 10 g 8 5x8= 3x10= 3x10= 3x6 11 9-10.919.3.8 i 24-6-0 125-7-0 I 9-10-9 I 9-4-15 5.2.8 1-1-0 Plate Offsets(X,Y)-- (3:0-5-0,03-121,(6:0-4-0 0-3.121,[11:0-4-0,0-3-01 -- — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Udell L/d 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.19 1-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.50 1-11 >608 180 BCLL 0.0 * Rep Stress!nor YES WB 0.93 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:193 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1'Except' end verticals,and 2-0-0 oc purlins(6.0-0 max.):3-4,5-6. 8-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-10 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Llnstallation guide. REACTIONS. (lb/size) 1=1142/Mechanical,8=1142/Mechanical Max Horz1=290(LC 9) Max Uplifll=-432(LC 10),8=-Si3(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2131/1057,2-12=-2060/1069,2-13=-1778/910,3-13=-1696/920,3-14=-1063/684, 14-15=-1063/684,15-16=-1063/684,16-17=-1063/684,4-17=-1063/684,4-5=-1105/692, 5-18=-290/259,6-18=-290/259,6-7=-339/288,7-8=-1099/623 BOT CHORD 1-11=-904/1879,11-19=-646/1396,19-20=-646/1396,10-20=-646/1396,9.10=-521/1015 WEBS 2-11=-382/329,3-11=-136/542,3-10=-420/230,5-10=-138/382,5-9=-1180/592, 7-9=-467/972 ,,`,1/111111111•// it 1)UnbalancedUnbalanced roof live loads have been considered for this design. ��TES- �,O�p s•••••A�B ♦♦♦♦ 2)Wind:Exp D;End,GCpi=0.118'MW FRS(diircond gust)Vasd=101mph;TCDL=4.2psf;rectional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0 112 o 9-0-0,Exterior(2)9-0-0 Coat.II; •`' " ' . \e GENS 6•,•. -'♦♦•' 12-0-0,Interior(1)15-0-0 to 16-3-8,Exterior(2)19-3-8 to 25-5-4 zone;cantilever left and right exposed;end vertical left and right No 39380 •: exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi 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 '0• •' fit between the bottom chord and any other members,with BCDL=10.Opsf. i. •T' • - • 141• 6)Refer to girder(s)for truss to truss connections. - 4' ••�4� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=432, 4i♦��• O R ,Q•'•• ; 8=513. ♦ s•�'••RI....•• �� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦I,S/O .05:i: E `�� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • /',len 111111 , Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mit Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rev.10/032015 BEFORE USE. Design valid for use only with MilokD connectors.this design k based only upon parameters shown.and Is for an Individual building component,not a lass system.Before use,the bilking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Brachg indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bxachg MiTek is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing 01 lasses and truss systems,seeANSI/iPtl Quality Criteria,DSB-89 and SCSI Building Component 1 6904 Parke East Blvd. Safely Information available from lairs Plate Institute,218 N.Lee Street,Suite 312,Alexa da°,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply ROY RESIDENCE T8629083 16-020201 1310 Hip 1 1 Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 Mask Industries.Inc. Fri May 13 14:30:25 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-6Fb3pg9EaB71OeOeDmAN2YDk8GEgE W YIQigd?FzGuyy I 10-0-0 I 15-7-12 I 21-3-8 31-3-8 I 10-0-0 5-7-12 5-7-12 10-0-0 Scale=1:54.0 6x8= 3x6 H 6x8= 5.00 12 2 11 12 13 X 14 4 1 9 10Z 9 16 v v - .N 5 co�� 15 •9 4x8= B 7 6 4x8= 1.5x4 I 5x8= 1.5x4 II 10-0-0 I 15-7-12 I 21-3-8 1 31-3-8 i 10-0-0 5-7-12 5-7-12 10-0-0 Plate Offsets(X,Y)-- [2:0-5-4,0-3-12),[4:0-5-4,0-3.121,17:0-4.0,0-3.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.23 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.64 5-6 >580 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.12 5 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:187 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins,except BOT CHORD 2x4 SP No.1 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=1388/0-5-8,5=1388/0-5-8 Max Horz1=111(LC 9) Max Upliftl—531(LC 10),5=-531(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-2493/1280,9-10=-2395/1285,2-10=-2366/1303,2-11=-2401/1426, 11-12.2401/1426,3-12=-2401/1426,3-13=-2401/1426,13-14=-2401/1426, 4-14=-2401/1426,4-15=-2366/1303,15-16=-2395/1285,5-16=-2493/1280 BOT CHORD 1-8=-1038/2179,7-8=-1036/2185,6-7=-1036/2185,5-6=-1038/2179 WEBS 2-8=0/381,2-7=-133/435,3-7=-335/186,4-7.133/435,4-6=0/381 NOTES- 1)2)Wind:ASCEanced roof live loads have 7-10;Vult=l30mph(3-secod gust)Vasden considered for =10 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat.II; �0s design. NS'A.% . ,,,,� Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-4-5,Interior(1)3-4-5 to 5-6-14,Exterior(2)5-6-14 to `� 00 B �� 10-0-0,Interior(1)14-5-2 to 16-10.6,Exterior(2)21-3-8 to 31-0-12 zone;cantilever lett and right exposed;end vertical left and right ,�%��• .GEN, 9i1, 0� exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • • \.' ' i 3)Provide adequate drainage to prevent water ponding. No 39380. •�:. i 4)This truss has been designed fora 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will= fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=531,�"0 4 • ► 5=531. = � 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ♦ . �►—f'' - 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 0i�''�• �•.•i R ,Q�'.• .�,4 ,''�SS�ONA�G ;C?�. Thomas A.Albans PE No.39380 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 . 111111 ? o WARNING-Verity deign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. mi- Design valid for use only with MileBFi)connectors.Ibis design is based only upon p olameters shown,and is for an Indio deaf Exuding component,riot a truss system.Before use,the building designer must veiny the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Irxdk:ated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always requked for stability and to prevent collapse with possible personal i nkay and property damage. For general guidance regaling the i fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSUIPI1 Qualty Criteria,DSB-89 and SCSI BuidingComponont 6904 Parke East Blvd. Safety Information avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job truss ,Truss Type Oty Ply ROY RESIDENCE 1 T8629084 16.020201 B11 1 Roof Special 1 1 i Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:3026 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-aR9R1?AsLVF800zgnThcblmv_gZZzgyRlMQAXhzGuyx I 10-0-0 I 15-0-8 I 20-1-0 ] 23-0-8 25.7-0 i 10-0-0 5-0-8 5-0-8 2-11-8 2-6-8 Scale=1:45.3 6x8= 5 6x8= 3x6 II 6x8= 3x4 I I 2 0. 6 �: 1- 14 1. 12 ., .1 5.00 \h. r � ra i 12 ril I R 11 'r' y 1 1 n- — a 111iL7 El - 4x8- 10 9 8 7 5x6= 3x10= 3x4= 5x6= I 10-0-0 i 15-0.8 i 20-1-0 I 25-7-0 I 10-0-0 5-0-8 5-0-8 5-6-0 Plate Offsets(X,Y) [2:0-5-4,0-3-121,I4:0-5-4,0-3-121,[7:0-3-0,0-2-12],[8:0-1-12,0- -8],[10:0-3-0,0-3-41 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.24 1-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.66 1-10 >458 180 BCLL 0.0 ' ! Rep Stress Incr YES WB 0.68 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:183 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 'Except' end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. 7-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1142/Mechanical,7=1142/Mechanical Max Horz 1=299(LC 9) Max Uplift)=-432(LC 10),7=441(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1911/888,11-12=-1812/893,2-12=-1740/912,2-13=-1587/905,13-14=-1586/905, 3-14=-1586/905,3-4=-1586/905,4-5=-1229/770 BOT CHORD 1-10=-732/1654,9-10=-731/1660,8-9=-486/1087,7-8=-240/446 WEBS 2-10=0/374,3-9=-321/250,4-9=-336/673,4-8=-1119/684,5-8=-746/1413, 5-7.1126/521 NOTES- 1)Unbalanced roof live loads have been considered for this design. �•111111//ii. 2)Wind:Exp D;End.,GCpi=0 18;SCE 7-10; 1 MWFRS(directional)gust)cond d C C Extennor(2)0-0-12 to 3 0g 2,lnterior(1)3-0 12 o 7-0-0,Exterior(2)7-O 0 tot.II; ,`S%.��``p.. A. q ,,• i 10-0-0,Interior(1)13-0-0 to 20-1-0,Exterior(2)23-0.8 to 25-5-4 zone;cantilever left and right exposed;end vertical left and right ` �.r• �C,•E N S"• 92��i exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 F•••••� �• 3)Provide adequate drainage to prevent water ponding. • i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • N O *. - - • 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. — 7)Referroito irdeni for truss toct tron b connections.truss Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=432, 7=441. ♦ 4 r-' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •••---4‘ Z O R 0�'.• • ,�•% 9)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. s ........ ,• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/0,3/2015 BEFORE USE. __ Design valid for use only with Meeks`connectors.Iris design Is based only rgxxn Ixxameiers shown,and Is for an individual bulling component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated is fo prevent b ucklIng of milk dual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always reguked for stability and to prevent collapse with possible personal 14zy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from less Plate Institute,218 N.lee Street.Suite 312.Alexander],VA 22314. Tampa,FL 33610 Job J 1 russ Truss Type Qty Ply ROY RESIDENCE 16-020201 612 Flip1 1 78629085 I Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Apr 19 2016 MTek Industries,Inc. Fri May 13 14:30:26 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-aR9R1?AsLVF80ozgnThcblmxVgZ4zuhRfMQAXhzGuyx 8.0 0 I 15-7-12 I 23.3.8 31-3-8 I 8-0-0 7-7-12 7-7-12 8-0-0 Scale=1:54.0 6x8= 3x6 I I 6x8= 5.00112 2 1 =' 910 Z. 11 4 -... a -- .' 4 q 4 e 1 5 i ., I� 4x8= 8 7 6 4x8- 1.5x4 II 5x8= 1.5x4 II 8-0-0 { 15-7-12 I 23-3-8 I 31-3-8 I 8-0.0 7-7-12 7-7-12 8-0-0 Plate Offsets(X,Y)-- W:0-5-4,0-3-121,14:0-5-4,0-3-12],17:0-4-0,0.3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.13 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.34 7-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.44 Horz(TL) 0.15 5 n/a n/a BCDL 10.0 1 Code FRC2014/TP12007 (Matrix) Weight:186 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(5-4-10 max.):2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. rMiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide__-_ REACTIONS. (lb/size) 1=1388/0-5-8,5=1388/0-5-8 Max Horz 1=-90(LC 8) Max Uplift/=-531(LC 10),5=-531(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2622/1370,2-9=-3037/1696,9-10=-3036/1696,3-10=-3036/1696,3-11=-3036/1696, 11-12=-3036/1696,4-12=-3037/1696,4-5=-2622/1370 BOT CHORD 1-8=-1113/2303,7-8=-1111/2310,6-7.1111/2310,5-6=-1113/2303 WEBS 2-8=0/333,2-7=-372/926,3-7=-564/363,4-7=-372/926,4-6=0/333 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=3111;eave=4ft;Cat.II; .10111111/8i. Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 12-5-2,Interior(1)12-5-2 to 18-10-6,Exterior(2)18-10.6 to ,%•%_ NS A. q iti, 23-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions `S (-NW �e ,,' shown;Lumber DOL=1.60 plate grip DOL=1.60 .� .•'�C•E •N S'•• 14, e 3)Provide adequate drainage to prevent water ponding. \, F•••. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 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. .. : '''.:..... IC 7.._ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(0.1b)1=531,: • 5=531. r.-0'. . •. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •t•• • ; 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. • 'r .....0-1'c .:,,44":: Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 11111111/1 0 WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Ai/l. w!7473 r 10/03/2015 BEFORE USE Design vald for use only with MIlek?:connectors.This design Is based only upon parameters shown.and Is tot a,Indivi dural building component.not 1st a buss system.Before use,the['dicing designer must verily the applicability of design parameters and properly Incoitxxote this design Into the overall bidding 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 I nfu ry and property damage. row general guidance regarding the 6904 Parke East Blvd. to dcation,storage,delivery,erection and tracing of times and Buss systems.seeANSVIPl1 Quality Criteria,DSB-$9 and SCSI Building Component Safely IMormaton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I ' Job 1 fruss fruss Type Qty ?Pfy T ROY RESIDENCE 78629086' 16.020201 1613 Roof Special 1 1 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mrrek Industries,Inc. Fri May 13 14:30:27 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-2djpELBU6oN?eyX1 LBCr7z1514xciD7buO9k37zGuyw I 8-0-0 13-0-8 I 18-1-0 23-0-8 25-7-0 I 8-0-0 5-0-8 5-0-8 4-11-8 2-6-8 Scale=1:45.3 6x8 5 3x4 11 IPPM 6 6x8= 3x6 II 6x8= 15 5.00 r2 2 6a 15d aZt ISa ba y • LI lal t314 .y 4,1 12 Cr 11 'i) 4 a e 1 . I A u 4x8= 10 9 a 16 17 7 1.5x4 II 558= 3x6= 5x6= I 8-0-0 13-0-8 I 18-1-0 I 25-7-0 I 8-0-0 5-0-8 5-0-8 7-6-0 _Plate Offsets(X,Y)J2:0-5-4,0-3-12],[4:0-5-4,0-3.121,17:03-0,0-2-121,[9:0-4.0,0.3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.12 1-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.35 1-10 >871 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:179 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. rMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (Ib/size) 1=1142/Mechanical,7=1142/Mechanical Max Horz 1=299(LC 9) Max Uplift/=432(LC 10),7.441(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-2049/977,11-12=-1968/979,2-12=-1929/994,2-13=-2019/1087,13-14=-2018/1087, 3-14=-2018/1087,3-4=-2019/1087,4-15=-1891/1047,5-15=-1851/1056 BOT CHORD 1-10=-827/1790,9-10=-826/1797,8-9=-701/1660,8-16=-227/459,16-17=-227/459, 7-17=-227/459 WEBS 2-10=0/309,2-9=-138/311,3-9=-354/222,4-9.245/449,4-8=-1261/752,5-8=-956/1890, 5-7.1115/527 N TES- 1)Unbalanced roof live loads have been considered for this design. ,,`,,ttown/flit/PSA. Ate,, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2611;eave=oft;Cat.II; `• O '......... 61 , Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.12 to 3-0-12,Interior(1)3-0-12 to 5-0-0,Exterior(2)5-0-0 to •N Ci E N /4,1, 8-0-0,Interior(1)11-0-0 to 18-1-0,Exterior(2)20-0-8 to 23-0-8 zone;cantilever left and right exposed;end vertical left and right •, •k • V\ SFS•• , �� exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 •:_ • 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. 7,,'O• !--- • t -• 6)Refer to girder(s)for truss to truss connections. i- .T, • - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=432, f�'"r �rr�-- .• 7=441. 00 .< pRI0,.•• • ' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ej, s •....... �3�• 9)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 1,S/O N At- ��N �,,I1111111""`, Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 rf 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.1(803(2015 BEFORE USE. Design valid for use only with MI1ekn connectors.This design Is based only upon parameters shown.and Is for on Individual b Ilding component,not . a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incapcxatoo this design Into the overall bulking design. Bracing indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracklg MiTek- Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fodk:atbn,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/WPl l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610— __--_-- Job Truss truss Type Qty Ply ROY RESIDENCE 18629087 16-020201 :814 Hip Girder 1 1 i I I Job Reference(optional) ' • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:28 2016 Page 1 I D:CziXFeuon509O R4T ET8wmZzd?rz-W pHCShC7t6Vs F66Dvuk4gArFaULzRmFk6gvHbazGuyv I--- 3.5-4 } 6-0-0__� 10-10-12 15-7-12 20-4-12 25-3-8 I 27-10-4 I 31-0.8 3-5-4 2-6-12 4-10-12 4-9-0 4-9-0 4-10-12 2-6-12 36-4 Scale=1:54.2 NAILED NAILED NAILED NAILED NAILED 6x8= 5.00 I12 NAILED 4x6 __NAILED 8x12 NAILEDNAILED 4x6= 6x8= 3 =8 4 1719 20 X21 5 22 2 24 W 6 f, 7 6x8, -- 6)(8t II II I Irl n I I 2 — — MI 8 1 tie �, / Al 0 =- C7 T 7o Or III t to rn nr nn Io 4x12 16 15 25 26 t4 27 28 73 29 30 31 12 11 10 4x12 2x4 II 3x4= NAILED 3x6 7x10 MT2OHS— NAILED 3x6= 3x4= 2x4 I I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 3-5-4 . 6-0-0 10-10-12 15-7-12 I 20-4-12 i 25-3-8 l 27-10d 31-3-8 _ 3-5-4 2-6-12 4-10-12 4.9-0 4-9-0 _ 4.10.12 2412 3.5-4 Plate Offsets(X,Y)-- [1:Edge,0-2-6),(2:0-4-0,0-3-12),[3:0-5-12,0-3-12],[5:0-6-0,0-6.0],[7:0-5-12,0-3-12),(8:0-4-0,0-3-12],[9:Edge,0-2.6),[12:0-2-8,0-1-8],[13:0-5-0,0-4-8), [14:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.28 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.57 13 >644 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ind NO WB 0.56 Horz(TL) 0.14 9 rt/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:231 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins,except BOT CHORD 2x6 SP SS 2-0-0 oc purlins(3-5-12 max.):3-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2228/0-5-8,9=1980/0-5-8 Max Horz 1.67(LC 23) Max Uplift)—1017(LC 8),9=-877(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4356/2004,2-3=-4639/2192,3-17=-6289/3022,17-18=-6288/3022,4-18=-6288/3022, 4-19=-6992/3352,19-20=-6992/3352,20-21=-6992/3352,5-21=-6992/3352, 5-22=-6992/3352,22-23=-6992/3352,23.24=-6992/3352,6-24=-6992/3352, 6-7=-5863/2777,7-8=-4055/1864,8-9=-3849/1714 BOT CHORD 1-16=-1726/3810,15-16=-1726/3810,15-25=-1938/4312,25-26=-1938/4312, 14-26=-1938/4312,14-27=-2889/6288,27-28=-2889/6288,13-28=-2889/6288, 13-29.2645/5862,29-30=-2645/5862,30-31=-2645/5862,12-31=-2645/5862, `,%III I i l 11///� /3759, 4, S WEBS 2-1511-1=-315 6978,3-14 01087/2308,44--14 9992/595,4-13=-405/853,3 5-13=-831/580, _,s'O ". A.•Az" i• 6-13=-743/1344,6-12=-1092/625,7-12=-1172/2453,8-11=-254/556 `. ,<,-j`•.•�C E N d....iL/... NOTES- No 39380. 1)Unbalanced roof live loads have been considered for this design. . ••- 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsh h=25ft;B=45ft L=31ft;eave=4ft;Cat.ll;: ,,- • — Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.6C • plate grip DOL=1.60 -0• r • t 3)Provide adequate drainage to prevent water ponding. i- ' • . E • - : U 4)All plates are MT20 plates unless otherwise indicated. t 'r I��^ •. �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;'�,t\ ( O f; Q••.• ,s� 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 ",\5i ••. . •. (`• tit between the bottom chord and any other members. ` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1017, ,,'�/`jsj��N A; `� 9=877. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Alban)PE No.39380 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Wok USA,Inc.FL Cert 6634 10)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 6904 Parke East Blvd.Tampa FL 33610 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: May 14,2016 (10411.0 ABEPD)6tAndard 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/0312015 BEFORE USE la Design valid for use only with Milek1 connectors.his design Is based only upon parameters shown-and Is for an Indhildual holding component,not a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly hncogxrate 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 inlay and properly damage. For general guidance regarcIng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPiI Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss truss Type Qty Ply ROY RESIDENCE T8629087 76-020201 B14 Hip Girder 1 1 Job Reference(optional) • • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:28 2016 Page 2 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-W pHCShC7t6VsF66Dvuk4gArFaULzRmFk6gVHbazGuyv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3.70,3-7=-70,7-9=-70,1-9=-20 Concentrated Loads(Ib) Vert:3=-132(F)15=-57(F)13=-30(F)5=-126(F)17=-126(F)18=-126(F)19=-126(F)21=-126(F)22=-126(F)23=-126(F)24=-126(F)25=-30(F)26=-30(F)27=-30(F) 28=-30(F)29=-30(F)30=-30(F)31=-30(F) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI•7473 rev.11W3.0015 BEFORE USE. I MN Design valid for use only with MITek&connectors.lhls design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the bulking 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 1 MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the Ie East Blvd. lubrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DS8-89 and BCSI Building Component i Tampa,6904 Parka 33610 Safety Information avdlal ie from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria VA 22314. Job Truss Truss Type Qty Ply ROY RESIDENCE A 78629088 16.020201 B15 Roof Special Girder 1 2 Job Reference(optional) ' • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:30 2016 Page 1 I D:CziXFeuon5O9OR4TET8wmZzd?rz-SCPytNDNPjIaV PGcOJmYIbW W?Hwbvlal a_OOgSzGuyt 1 3.54 I 6-0-0 I 11.0.8 I 16-1-0 I 19-4-15 22-8-14 7;3.4.2 25-7-0 3-5-4 2-6-12 5-0-8 5-0-8 3-3-15 3-3-15 6-7-4 2-2-14 Scale=1:46.5 6x12= 7 8 I 4x6 5x6 9 NAILED 6 i 6x8= 1.5x4 1 7x10= 'wl 5.00,12 t 4x6 3��IIrED i Y Yl4 tg 1920 '$ 1II 1 �,oiiioie0000L- $ _i-- an MI sr. `�a� 4x8= 22 17 16 21 15 14 13 12 11 10 2x4 I 3x4= NAILED 7x10= 2x4 II 3x4= 3x4= 2x4 II Special HGUS26-2 6x8= I 3-5-4 i 6-0-0 I 11-0-8 I 16-1-0 1 19-4-15 I 22.8-144.2 25-7-0 I 3-5-4 2-6-12 5-0-8 5-0-8 3-3-15 3-3-15 6-7.4 2-2-14 Plate Offsets(X,Y)-- [3:0-5-120-2.81,[5:0-5-4,0-1-121,[7:O.6-0,0.2-8),[11:0-3-8,0-4-41,[15:0-5_0 0-4-81 __ __— LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.13 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.30 15-16 >999 180 BCLL 0.0 • Rep Stress Incr NO I WB 0.25 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) I Weight:414 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-5,7-8:2x4 SP No.2 end verticals,and 2-0-0 oc puffins(4-6-9 max.):3-5,7-8. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=2249/Mechanical,10=1780/Mechanical Max Horz1=293(LC 7) Max Uplift1=-919(LC 8),10=714(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4477/1830,2-3=-4811/2013,3-18=-5838/2433,4-18=-5833/2432,4-19=-5831/2432, 19-20=-5832/2432,5-20=-5836/2432,5-6=-2456/1025,6-7=-841/413,7-8=-727/409, 8-9=-821/431,9-10=-1863/781 BOT CHORD 1-17=-1650/3950,16-17=-1650/3950,16-21=-1864/4456,21-22=-1864/4456, 15-22=-1864/4456,14-15=-1776/4523,13-14=-1780/4526,12-13=-887/2249, 11-12.327/727 WEBS 2-17=-262/141,2-16=-303/585,3-16=-98/497,3-15=-605/1573,4-15=-241/255, 5-15=-734/1504,5-13=-2969/1237,6-13=-820/2102,6-12=-2360/1004,7-12=-140/310, 9-11=-611/1638 ��`,`,`P111111/i. 'A1/•if. , NOTES- �% • `e • , 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: ��• •.)•\'''•• •G E N S+'••-T• 4 ,� Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. F • J . Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. No 39380 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. — roof live loads have been considered for this design. =-0: / • ' • 3)Unbalanced9 ► d=101m h•TCDL=4.2psf;BCDL=3.0 si;h=25ft;B=45ft;L=2611;eave=oft;Cat.II; • 7-10;Vult-130m h(3-second gust)Vas p P e► . 4)Wind:ASCEp P ��"• .T' ••�/• i andright ex sed;end vertical left and ri ht ex osed;Lumber DOL=1.60 --. Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever leII g po 9 p • R :�<C/� plate grip DOL=1.60 �i.* `• 5)Provide adequate drainage to prevent water ponding. ' 'tS' 9i43.4.1...9;11:::: ' 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �4161.11;:o• • • ` • 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 ,I + fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. Thomas A.Alberni PE No.39360 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=919, MRek USA,Inc.FL Cart 6634 10=714. 6904 Parke East Blvd.Tampa FL 33610 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Date: 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2016 Continued on page 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Mt Design valid for use only with Mltok1t connectors.nos design Is based only upon parameters shown,and is for an Irxllvkkral bolding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this okesktn tufo the overall building design. Bracing indlcaled Is to prevent buckling of IndNkl al truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possble personal injury and property damage. nor general gukfance regarding the fabrication.storage,delivery,erection and bracing of trusses and Buss systems,so eANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job friss truss Type Qty Ply ROY RESIDENCE T8629086 16-020201 B15 Roof Special Girder 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:30 2016 Page 2 I D:CziXFeuon5090R4TETBwmZzd?rz-SCPytN DN PjIaVPGcOJmYlbw W?Hwbvlal a_OOgSzGuyt NOTES- 12)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 9-11-6 from the left end to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 29 lb up at 6-0-0,and 60 lb down and 5 lb up at 6-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,5-7=-70,7-8=-70,8-9=-70,1-10=-20 Concentrated Loads(Ib) Vert:3=-135(B)16=-58(8)18=-135(B)21=-32(B)22=-1385(B) P 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 nv.tOV3/2015 BEFORE USE Design valid for use only with Milek®connectors.This design is based only upon parameters shown.and Is for an hrilvidual b uldif>Eg component,not a tnas system.Before tee,the I welding designer must verify the applicability of design parameters and properly harp orale this design Info the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Adatkxxrl temporary orary and permanent bracing MiTek' S always regJred 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.seeANSI/1P11 Quality Criteria,DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Safely Irlormaton available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 71314. Tanga.FL 33610 Job Truss ITruss Type City Ply 1 ROY RESIDENCE 18629089 16-020201 816 Hip 1 1 • Job Reference(optional) ' TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:30 2016 Page 1 I D:CziXFeuon509OR4T ET8wmZzd?rz-SCPytN DNPIlaV PGcOJmYlbwbnH1 Ovhq 1 a_OOgSzGuyt 6-2-13 12-0-0 I 13-11-0 I 15-6-0_ 6-2-13 5-9-3 1-11-0 1-7-0 6x8= 6x8= Scale=1:33.3 3 12 4 5x6 • 7i, 5.00 12 11 4x6 2 \ /j :1 1'9 001 10 1 9 8 7 6 4x8— 1.5x4 II 3x4= 3x10= 2x4 II I 6-2-13 I 12-0-0 I 13-11-0 I 15.6-0 I 6-2-13 5-9-3 1-11-0 1-7-0 Plate Offsets(X,Y)-- 13:0-5-4,0-3-121,14:0-4-0,0-3-121,16:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 I Vert(LL) -0.04 1-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 1-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 6 n/a n/a BCDL 10.0I Code FRC2014/TPI2007 (Matrix) Weight:124 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=688/Mechanical,6=688/Mechanical Max Horz 1=290(LC 9) Max Upliftl=-256(LC 10),6=-271(LC 10) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1121/538,2-10=-1051/551,2-11=-467/294,3-11=-401/311,3-12=-268/264, 4-12=-268/264,4-5=-303/280,5-6=-661/434 BOT CHORD 1-9=-433/962,8-9=-433/962,7-8=-190/376 WEBS 2-9=0/265,2-8=-678/426,3-8=-149/422,3-7=-570/296,5-7=-258/558 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=461;Cat.II; ```ill%l1//////�,' Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-9-1,Exterior(2)7-9-1 to ,�� $ A. . i� 15-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,% z.e se shown;Lumber DOL=1.60 plate grip DOL=1.60 ��,``rO"•\c E N, •• -IA.,' 3)Provide adequate drainage to prevent water ponding. • • V. �•••• i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will N O • .. . fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=256, 'O 6=271. _S� E, : 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• 9)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ••••_..,,e, ••,'�z �� iChis, , OR1�•••(j\�`• ''''��5'�O N A� .\* %• • imn Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016mu, , Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1//03/2015 BEFORE USE. f Design valid for use only with MIlei n connectors.this deskln is based only urxi n 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 ails 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 ulek" Is always regaled for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systema seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Inns Plate Institute,'218 N.Lee Street,Suite 312,Alexandria VA 22314. . Tampa.FL 33610 Job Truss Truss Type 'Qty Ply ROY RESIDENCE T8629090 16.020201 B17 Haft Hip 1 1 Job Reference(optional) ' • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:31 2016 Page 1 ID:CziXFeuon5090R4TET8wmZzd?rz-wOyK4jE?A1tR7Zroa1 HnIpTn3hGpe4SApe7xCuzGuys F-- — 100.01 -0 I 5-6-0 —I 6x8= Scale=1:30.0 3x4 11 2 8 il1 5.00 Fll i 1 I 7 6 1 r • 4x8= 5 4 1.5x4 1 4x4= I 10-0-0 I 15.6-0 1 10-0-0 Plate Offsets(X,Y)- 12:0-5-4,0.3-121,13:0-2-4,0-1-8),14:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.26 1-5 >712 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.68 1-5 >270 180 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:96 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=688/Mechanical,4=688/Mechanical Max Horz 1=265(LC 7) Max Upllftl=-257(LC 10),4=-321(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-809/376,6-7=-712/382,2-7=-674/400 BOT CHORD 1-5.311/649,4-5=-309/656 WEBS 2-5=0/384,2-4=-851/483 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-12 to 3.0-12,Interior(1)3-0-12 to 5-9-1,Exterior(2)5-9-1 to s10-0-0 zone;hown;Lumber DOLe1!60 plate grip DOLexposed�nal vertical left and right exposed;C-C for members and forces&MWFRS for reactions ``,.0%' I1 qC��', 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. _„`��O•• G E N S+'•.-14,-, 0,'e, 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 • V F •• •. fit between the bottom chord and any other members. NO 39380 __ 5)Refer to girder(s)for truss to truss connections. �' "� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=257,•• * �- 4=321. 7)-Semi-rigid pitchbreaks including heels*Member end fixity model was used in the analysis and design of this truss. "-O 8)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. T. • Thomas A.Alban'PE No.39380 Mtrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Verify design panmarers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIekr connectors.This design is bused only urxn parameters shown.and Is lot an Individual building component,not a truss system.Before use,the bulling designer roust 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 lempouxy and perrnment bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and!CSI Sulking 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 I truss Type Qty IPly ;ROY RESIDENCE 16-020201 818 Hall Hip 1 i T8629091 I !Job Reference(optional) ' TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:31 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-wOyK4jE?Ai tR7Zroa1 HnIpToRhJHe?GApe7xCuzGuys I 8.0.0 I 15-6-0 I 8-0-0 7-6-0 Scale=1:27.0 6x8= 3x4 II 2 6 8 0 5.00 Fii . iE 7 6 1 :� 9 ii. 4x8= 5 4 1.5x4 II 4x4= I 8-0-0 15-6-0 I 8-0-0 7-6-0 Plate Offsets&10_-_J2:0-5-4,0-3-12),[3:0-2-4,0-1-8),[4:0-2-0,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.09 1-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.26 1-5 >702 180 BCLL 0.0 • Rep Stress Incr YES WB 0.99 Horz(TL) 0.03 4 Na Na BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:94 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. I REACTIONS. (lb/size) 1=688/Mechanical,4=688/Mechanical Max Horz 1=215(LC 7) Max Uplift)=-259(LC 10),4=-343(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-980/512,6-7=-902/514,2-7=-896/529 BOT CHORD 1-5=-402/821,4-5=-400/828 WEBS 2-5=0/351,2-4=-899/544 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25th 8=4511;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-12 to 3-0-12,Interior(1)3-0-12 to 3-9-1,Exterior(2)3-9-1 to 8-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions ```t1,t e t i 111////� shown;Lumber DOL=1.60 plate grip DOL=1.60 %%. ' .S A. q ii, 2)Provide adequate drainage to prevent water ponding. s• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦k�.••\ ....... •E N S''•eg2'•,, 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 V F•••••/ �� fit between the bottom chord and any other members. • • i 5)Refer to girder(s)for truss to truss connections. N O 3 --- +�_�. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib)1=259, 4=343. — • ' 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. It-17 1 • - 8)Graphical purlin representation does not depict the size or the orientation of the putlin along the top and/or bottom chord. 1,q E {[/ X4.7 r :/ - 4(/ 1 '1.t�s;•0RI-.•*0�% i,��,S;O N At ��• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev.10'03/2016 BEFORE USE. let Design valid for use only with MlTekb%connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a Inas system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of lndividuci tans web and/or chord members only. Additional temporary and permanent bracing MiTek' s always required for stabalty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of tiusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss iTrussType Oty Ply 1 ROY RESIDENCE T8629092 16-020201 B19 1 HaN Hip Girder 1 1 ,Job Reference(option) ' TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MRek Industries.Inc. Fri May 13 14:30:32 2016 Page 1 ID:CziXFeuon5090R4TET8wmZzd?rz-PbW iH3FdxL?I kj0_8ko0g00g05gUNbTK 1 ItVILzGuyr I 3-5.4 l 6-0-0 I 10-9-0 15-6-0 I 3-5-4 2-6-12 4-9-0 4.9.0 Scale=1:26.7 6x8= 1.5x4 11 3x6= NAILED NAILED NAILED NAILED NAILED 3 ;' f1 �/1 4 �12r7 13 1114 5.0012 R e (I 11 fI�,s n11 IIn I _ 470,, 4x6----- , �" 2 lire 1 1 1 , a -'-n nn nn e nn nn ._i— , 15 9 8 15 16 7 17 18 6 NAILED NAILED NAILED NAILED 4x8= 1.5x4 IIq= 3x10= 3x6 l NAILED NAILED 3-5-4 6-0-0 10-9-0 15-6-0 I 3-5-4 I 2.6-12 I 4-9-0 ' 4-9-0 _-- Plate Offsets(X,Y)-- [3:0-5-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.11 7-8 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.42 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:91 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-5:2x4 SP No.2 end verticals,and 2-0-0 oc purlins(4-1-14 max.):3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Lnstallation guide.___ REACTIONS. (lb/size) 1=991/0-5-8,6=1245/Mechanical Max Horz 1=178(LC 18) Max Uplift1=-429(LC 8),6=-622(LC 5) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1734/756,2-3=-1660/780,3-10=-1473/737,10-11=-1467/735,4-11.1462!734, 4-12=-1468/738,12-13=-1468/738,13-14=-1468/738,5-14=-1468/738,5-6.1169/635 BOT CHORD 1-9=-711/1469,8-9=-711/1469,8-15=-768/1530,15-16=-768/1530,7-16=-768/1530 WEBS 2-8=-214/251,3-8=0/258,4-7=-703/520,5-7=-841/1692 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4lt;Cat.II; Exp D;End.,GCp1=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 11‘1111111111,�� plate grip DOL=1.60 ``..0 _k D,S A. q,'li64 ,� 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. ,•% sZ• •••"\GENS•• 14/0j 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 • •• Ne F•••. :: tit between the bottom chord and any other members. • —No 39380 -o 5)Refer to girder(s)for truss to truss connections. • •- ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=429,: - 6=622. • — 7)"Semi-rIgid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •:,-fl• • • 8)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ' T• �' ; i 9)"NAILED"indicates 3-10d(0.148"x3")or 3.12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. �� 9 4 ��(/� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i,"4t • i e-. " •• � FIN 0R � C? •` LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ',� 01 '�•. N A;�?�``, Uniform Loads(pH) Thomas A.Aibanl PE No.39380 Vert:1-3=-70,3-5=-70,1-6=-20 Concentrated Loads(Ib) MITek USA,Inc.FL Cart 6634 Vert:3=-135(B)8=-58(B)10=-135(B)11=-135(B)12=-141(B)14=-141(B)15=-32(B)16=-32(B)17=-34(B)18=-34(B) 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 rev.10g3/2015 BEFORE USE. Design valid for use only with Mllek:h connectors.This design Is based only upon parameters shown.and Is for an kxdivkhKi building component.not a Truss system.Before use,Ste building desI9ner must verify the applicability of design rxxanrolers and property krcorrxxato 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 lot stabllty and to prevent collapse with possible personal Injury and properly damage. For general gr4dcrx;e regcrding the Parke Est Blvd. iabilcatkxn,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/T%1 Quality Criteria,058.89 and BCSI Building 6904 East ng Component 33610a Safety Information available horn Truss Plate institute.218 N.lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.P.Parke Job Truss Truss Type IQty Ply ROY RESIDENCE T8629093 16-020201 820 Hip Girder '1 2a Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 18 2016 MiTek Industries.Inc. Fri May 7314:30:332016 Page 1 ID:CziXFeuon509OR4TET8WmZzd?rz-tn45VPGFie79Mt?AhRJ FN EY9V'1 m62fTGyc2HnzGuyq 4-10-4 I 7-10-5 f 12-8-9 I I 4-10-4 3-0-2 4-10-4 NAILED Scale=1:26.2 6x8= NAILED NAILED 6x8 5.00 FY 2 3 . 4 i 4 1 1 n -fffn nn nn I 1'51'11 g 10 6 11 5 12 13 8 HUS26 3x10 I Special 5x6= NAILED NAILED 4xe 4x8= HUS26 TJC37 NAILED HUS26 NAILED NAILED NAILED 4-10-4 7-10-5 12-8-9 I 4-10-4 I 3-0-2 4-10-4 Plate Offsets(X,Y)-- [1:0.4-12,Edgel,[2:O-5-4,0-3121,13:0.4-0,0-3-121,[4:0-3-8,0-2-01,[5:0-3-0,0-3-8] _ -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.05 1-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.11 1-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.42 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:1651b FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SP SS 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4853/0-5-8,4=2914/0-5-8 Max Horz1=-48(LC 23) Max Uplift1=-1943(LC 8),4=-1179(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7279/2947,2-7=-5725/2389,3-7=-5725/2389,3-4=-6245/2534 BOT CHORD 1-8=-2601/6527,8-9=-2601/6527,9-10=-2601/6527,6-10=-2601/6527,6-11=-2696/6768, 5-11=-2696/6768,5-12=-2219/5569,12-13=-2219/5569,4-13.2219/5569 WEBS 2-6=-1467/3687,2-5=-1394/579,3-5=-972/2425 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. `,11111111 i/g 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 `I pkS A I,, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `�• tO lk q�B �i, 3)Unbalanced roof live loads have been considered for this design. •• '14,1e 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=iOlmph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; ,:• -•.• �, G E N`SF•••• i °•• Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60. • No 39380 •: plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will -0; c fit between the bottom chord and any other members. �-' • •T• • -- ••k/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1943, R rr ..,:dieb 4=1179. ��'� • 0 R 1 Q•••• \, � 9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. i��s •• ``c$ •,• 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0j� 6%, • •G� �% 11)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2.0-0 oc max.starting at tI, /0 N A'11111, 0-7.13 from the left end to 4-7-13 to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie TJC37(4 nail,90-90)or equivalent at 6-4-4 from the left end to connect truss(es)to back face of bottom Thomas A.Albans PE No.39380 chord. MiTek USA,Inc.FL Cert 6634 13)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa Fl.33610 14)'NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. Date: 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2229 lb down and 939 lb up at May 14,2016 cont§i§elfacpprtgappi chord. The design/selection of such connection device(s)is the responsibility of others. —... ' mll 0 WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MU-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Mllek9 connectors.1Ns design Is based only urxrn parameters shown,and is 10 on txflvkival building component.not a truss system.Before use,the banding designer must verity the appncablIty of design parameters and properly kx:opxrate this design into the overall txlding design. Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing , MiTek' Is always required for stability and to prevent collapse with posble personal injury and property damage. Forguidance general regarding the East BNd. fabrication,storage.delivery.erection and bracing of Mises and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI&Aiding Component 690469 P.ParkeFL East Safely Information avclable from Truss Plate Institute.218 N.Lee Street.Su lte 312.Alexandria,VA 72314. Job Truss Truss Type Qty Ply I ROY RESIDENCE T8629093 16-020201 620 Hip Girder 1 II 2,i Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:33 2016 Page 2 I D:CziXFeuon5Q90 R4T ET8wmZzd?rz-tn45V PG Fie79Mt?AhRJ FN EY9V V 1 m621TGyc2 H nzGuyq LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,2-3=-70,3-4=-70,1-4=-20 Concentrated Loads(Ib) Vert:2=-23(B)3=-23(B)6=-192(B)5=-292(B)7=33(B)8=-1122(F)9=-1122(F)10=-1222(F=-1122,B=-101)11=-2477(F=-2229,B=-247)12=-154(F)13=-69(F) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7473 rev.10032015 BEFORE USE. 1 Design valid for use only with MI1ekS comet Wrs.This design Is tuned only upon parameters shown.and Is as an Individual building ding component.not MI^ a Inas system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional tumperay and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Inuuy and properly damage. For general guidance regarding the 6904 Parke East Blvd.I fai�rIcatlon storage,delivery,erection and bracing of trusses and truss systems,soeANSI/IPII Qualify Criteria,DS8-89 and sCSI Building Component Tampa.FEt 0 Safely Information available from truss Plate Institute,218 N.lee Street,Suite 312.Nexan ria.VA22314. Job Truss Truss Type Qty IPly ROY RESIDENCE 78629094 16-020201 821 Roof Special 1 1 Job Reference Optional) ' • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 a Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:34 2016 Page 1 I D:CziXFeuon5Q9OR4TEf8wmZzd?rz-LzeTilGtTyFO_1 aNF9rUwR5LJuT4rbldVcMcpDzGuyp • .. 3-8-0 } 5-11-8 I 7.1.12 3-8-0 2-3-8 1-2-4 Scale=1:16.8 4 • 3x10 I 6x8= 6x8= 2 X r--H 5.00 I,TE t 3 1 I I r 11 I e I Nin ce 0, 1 N i,`tf', N I _ _ \._ __, ' A 7 5 1.5x4 II 3x4= 4x6= 3x4= I 3-8-0 5-11-8 I 7-1-12 I 3-8-0 I 2-3-8 1.2.4 Plate Offsets(X,Y)-- 12:0-5-0,0-3-121,13:0-4-0,0-3-12),14:0-5-0,0-1-41 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (roc) Vdetl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 1-7 >999 240 MT20 244/190 TCDL 15.0 i Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 1-7 >999 180 BCLL 0.0 • 1 Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FRC2014/TPI2007 (Matrix) Weight:48 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. -- REACTIONS. (lb/size) 1=305/0-5-8,4=37/Mechanical,5=267/Mechanical Max Horz 1=132(LC 9) Max Uplift1=-113(LC 10),4=-19(LC 10),5=-i19(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-377/266 BOT CHORD 1-7=-211/296,6-7=-210/301 WEBS 3-5=-289/268 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24tt;eave=4tt;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,101111111111 2)Provide adequate drainage to prevent water ponding. ,��*APS A. .i 'e. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,• � I 4)•This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .; .r •••i,C E N s`•••-7A. I� fit between the bottom chord and any other members. , I•• 5)Refer to girder(s)for truss to truss connections. No 39380 •:_ _� 6)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)1=1112 * -S1+r� • ,5=119. — �l` 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. "fl. _— • s 9)Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. ,. ,,,� • •; k/ 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. - !� �+""�-A •••zo ,,117510 N Al- 00 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Wetly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.111/)3/2015 BEFORE USE �� Design valid for use only with MIleice connectors.this design Is bused only upas parameters shown.and Is for an kndMdual building component,not a truss system.Before use,the briding 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 sand/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the East Blvd. Truss fabrication.storage.delivery,erection and bracing of trusses and truss systems,soeANSl/iPli Quality Criteria,058-89 and BCS!Buildinga ng Component Tampa.04 ParkeFL Est0 Safety Information available from Plate institute,218 N.lee Street,Suite 312.Alexandria.VA 22314. Job Truss fruss Type Qty Ply l ROY RESIDENCE T8629095 16-020201 822 Roof Special 2 1 'Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek industries.Inc. Fri May 13 14:30:34 2016 Page 1 I D:CziXFeuon5Q9OR4TET8WmZzd?rz-LzeTilGtTyFO_1 aN F9rUwR5LJuUcrbVdVcMcpDzGuyp 2-4-8 4-8-0 } 7-1-12 E 2-4-8 } 2-3-8 2-5-12 Scale=1:16.8 3x10 I -4 6x6= 6x8= 1 5.0017E 2 3 N I(0 1 I¢ s d 4. I i a 1-- ,! 7 6 1.5x4 I 3x4= 3 4x6= x4= 2-4-8 4-8-0 7-1-12 I 2-4-8 - --2-3.8 I 2-5-12 Plate Offsets(X,Y)-- [2:0.5-0,0-3-121.13:0-4-0,0-3-12L(4:0-5-0.0-1-41_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6 >999 180 BCLL 0.0 • Rep Stress Ind" YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:47 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation_guide__ REACTIONS. (lb/size) 1=305/0-5-8,4=93/Mechanical,5=212/Mechanical Max Horz 1=132(LC 7) Max Upliftl=-113(LC 10),4.47(LC 7),5=-75(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-427/318,2-3=-351/309 BOT CHORD 1-7=-272/339,6-7=-271/344,5-6=-255/345 WEBS 3-5=-386/361 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45tt;L=2411;eave=oft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `000111111 i//,tt 2)Provide adequate drainage to prevent water ponding. sO 0PS A• A ♦e 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.• O I 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •% . ' .•• G. N s••.'IA.!.♦ • fit between the bottom chord and any other members. �• k . \.,, V $- • / ♦• 5)Refer to girder(s) • • for truss to truss connections. N o 39380 ._ i 6)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(t=lb) 1=113. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7.'O t ._- • 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �,446i• . •T• fes` : 4/� 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i 03' 4/►�"' •4I .,♦♦,fps•`• 0 R `V.••�•,,.• • ♦ii "1/0 N Aisittsilt _\'00 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MO-7473 rev.10/03/2016 BEFORE USE. Mt Design valid for use only with Milekta 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{licaWlty of design parameters and properly incorporate this design Into tire overall MiTek' building design. Belong Indicated Is to prevent buckling of Indtvldual truss web and/or chord members only. bracing Additional temporary and permanent acing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. bl fabrication,storage.delivery,erection and bracing of trusses and Miss systems.seeANSI/IPI I Gusty Criteria,D58-89 and SCSI Building Component 690469 P.Park 33610 Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312,Abexandrkr,VA 22314. Job Truss Truss Type Qty Ply 1 ROY RESIDENCE T8629096, 16.020201 B23 1 Root Special 2 1 I . • IJob Reference Optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:35 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-PACrw4HW EGNtbA9ZpsMjSfeW Elplal kmjF59LgzGuyo 1-5-9 3.9.1I 6-3-8 1-5-9 I 2-3-8 2-6-7 300 11 Scale=1:15.0 4 6x8.0111111r= �' 5.0012 6x8= 2 4 IIN �rli1 7 ■ ►I7 6 5 OM1.5x4 II 3x4 4x6= 4x4= 1-5-9 3-9-1 I 6-3-8 I 1-5-9 I 2-3-8 2.6.7 Plate Offsets(X,Y)-- 12:0-5-4,0-3-121,13:0-4-0,0-3-121,14:0-5-0,0.1-41 LOADING(psf) SPACING- 2-0-0 I CSI. ! DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 i BC 0.10 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 I Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FRC2014/fP12007 (Matrix) I Weight:41 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing-1i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=266/0.5.8,4=105/Mechanical,5=161/Mechanical Max Horz 1=111(LC 9) Max Uplift)=-99(LC 10),4=-52(LC 10),5=-53(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-368/292,2-3=-363/317 BOT CHORD 1-7=-244/277,6-7=-243/283,5-6=-294/362 WEBS 3-5=-377/366 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.OpsF h=25ft;B=4511;L=2411;eave=41t;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 iiiii t 1 l l S S//i�� 2)Provide adequate drainage to prevent water ponding. ��s ' u S A. rq t,� 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 • ``v it•.. C E N Vs ,•""ell/#. fit between the bottom chord and any other members. • • • • 5)Refer to girder(s)for truss to truss connections. No 39380 1 6)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. *- - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. • 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. : • 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -b: ---- t r. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. T .: - ::, .Ill►' . i� '0NA�i��0%` Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design paramersrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10A03/20I5 BEFORE USE. lilt Design valid for use only with Mlek®connectors.this design is based only upon parameters shown.and Is Mr an hdlvkkrci balding component.not a truss system.Before use.the building designer must verify the applicobllty of design parameters and property incorporate this design into the overall building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required nor stability and to prevent collapse with possible personal hpay and property damage. Fox general guidance regarding the East Wird.fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6 a 6904 ParkeEast 0 Sdey Information available from truss Plate Institute,218 N.lee Sheet,Suite 312,Nexanodda,VA 22314. ampa. Job 'Truss Truss Type Qty Ply I ROY RESIDENCE T8629097 16-020201 1824 Common Girder i 1 1 i i I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:35 2016 Page 1 I D:CziXFeuon5Q9OR4T ET8wmZzd?rz-pACrw4H W EGNtbA9ZpsMjSfeW IeBaDamj F59LgzGuy0 I 4-2-4 7-6-0 -- 10-9-12_ 15-0-0 i 4-2-4 3-3-12 3-3-12 4-2-4 Scale=1:26.0 6x8=- 3 3 5.00 i12 4x6% • 4x6 4 2 5 1 mo. p Ib nn �. T 9 8 7 6 TJC37 4x8= 1.5x4 II 3x10= 1.5x4 I 4x8= 4-2-4 7-6-0 10-9-12 15-0-0 l I 4-2-4 I 3-3-12 t _ 3-3-12 -- - I--- - 4-2-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.06 1-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.11 1-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) 0.03 5 IVa n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:93 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1017/0-5.8,5=730/0-5-8 Max Horz 1=-74(LC 6) Max Uplift)=-484(LC 8),5=-299(LC 8) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1577/726,2-3=-971/462,3-4=-974/464,4-5=-1247/513 BOT CHORD 1-9=-597/1361,8-9=-597/1361,7-8=-597/1361,6-7=-402/1060,5.6=-402/1060 WEBS 3-7=-190/401,2-7=-595/353,2-8=-198/418 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.OpsF h=251t;B=4511;L=24it;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�t,0111111/i,�,' 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 ``,,� tp,S A. A 'I'�,, fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=484, �```�•r0. c E N S'.• . 9iL/•�� 5=299. VI • 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. No 39380 •: 7)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent at 2-8-12 from the left end to connect truss(es)to back face of bottom *- chord. 8)Fill all nail holes where hanger is in contact with lumber. • • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7.'O _------- • . + LOAD CASE(S) Standard -e- - • 4: 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i''- " / R (-1 •• \�'*• • UniformLoads(plf)Ven:1-3=-70,3-5=-70,1-5=-20 0,,l, /o r;AL c' s"1' Concentrated Loads(Ib) i./.1111111%•" Vert:9=-437(B) Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 0 WARNING-Yerlfy dHlgn paramsfsrs and READ NOTES ON THIS AND INCLUDED A1rTEK REFERANCE PAGE AW-7473 rev.10/0312015 BEFORE USE Design wild for use only with MileleD connectors.this design is based only upon parameters shown,and is for an Individual b fdtng component.not I a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall bolting design. @acing Indicated Is to prevent buckling of Individual puss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requked for stability and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the fabrication, brication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI t Qualify Criteria,DSB-89 and BCS'Building Component 690469 P.Parke Ee East t B Scarify Information available from truss Plate Instllute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. 1 Job Truss Truss Type Oty Ply 'ROY RESIDENCE T8629098 L6.020201 I B25 Common 1 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:36 2016 Page 1 I D:CziXFeuon5090R4T ETBwmZzd?rz-H Mm D7018?ZV kDKI IN aty?sAgdi21J Ugvyvriu6zGuyn 7.6-0l 15.0-0 --i I 7.6-0 7-6-0 Scale=1:25.8 6x8= 2 5.00 12 7 6 8 5 3 1 • E 1, o irk- 4x8= 1.5x4 II 4x8= I 7-6-0 I 7.6.0 7 -15-00 _--_. -- — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.16 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:78 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS 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 9-9-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=654/0-5-8,3=654/0-5-8 Max Horz 1=74(LC 9) Max Uplift/_250(LC 10),3=-250(LC 10) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-955/513,5-6=-883/513,2-6=-850/528,2-7=-850/528,7-8=-883/513,3-8=-955/513 BOT CHORD 1-4=-362/800,3-4=-362/800 WEBS 2-4=0/332 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psi;BCDL=3.Ops1;h=25f1;B=451t;L=241t;eave=41t;Cat.II; Exp D;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-6-0,Exterior(2)4-6-0 to 7-6-0,Interior(1)10-6-0 to 11-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ctions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been des gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��•_t,A�PS'A",q�� 11, 4)"This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `% �+` �e 'j fit between the bottom chord and anyother members. O �# 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=250, %Z. '�••• \., 4..7 E N`SF•••2/ �• %3=250. 0 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 • - : ' • ,T, r. •l wr► �, le Csie• QR \V•• r-;%`.ss '•,iii`'°N AVoc 00• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/201S BEFORE USE. Design valid for use only with Milekf)connectors.Ns design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the baltutng designer must verity the appllcabllly of design rxaameters and properly I icorf xxale thk design Into the overall /riding design. erachng Indicated Is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing NI MiTek' Is always required for stabllty 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,DS5-89 and SCSI Building Component 696904 Parke FEast t Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312. excxldrla,VA 22314. Job Truss Truss Type Qty Ply ROY RESIDENCE 78629099 16-020201 B26 Hip Girder 1 1 . -,,Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 1314.30:37 2016 Page 1 I D:CziXFeuen5Q90R4TET8wmZzd?rz-IYKbLmJmltdbrU lywHOBX4j nW 6Q32yS362aGQYzGuym I 3S4 1 6-0-0 I 9-0-0 11-6-12 I 15-0-0 I 3-5-4 2-6-12 3-0-0 2-6-12 3-5-4 Scale=1:25.5 NAILED 6x8= NAILED 6x8= 3 n./1 4 Special IYr1 r�rII I i1 5.00 FI - II 11 ° o 4x6 4x6 5 2 1 di 6 1 [ 4 I I _ILO 12 8 7 -v.- 10 9 7 1.5x4 II 3x4= NAILED 3x10= 1.5x4 II 4x8= 4x8= Special Special 3.5.46-0-0 9-0-0 11-6-12 15-0-0 I1 3-5-4 2-6-12 3.0-0 - 2-6-12 3-5-4 Plate Offsets(X,Y)-- [3:0.5-12,0-2-81,[4:0-4-0,0-1-131 -- I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.05 6 n/a n/a I BCDL 10.0 Code FRC2014/TPI2007 (Matrix) I Weight:94 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,except 3-4:2x4 SP No.2 2-0-0 oc purlins(4-2-9 max.):3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=1023/0-5.8,6=1071/0-5-8 Max Horz 1.62(LC 23) Max Uplift/=-461(LC 8),6=493(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1804/825,2-3=-1711/847,3-11=-1660/870,4-11=-1660/870,4-5=-1816/914, 5.6=-1902/889 BOT CHORD 1-10=-672/1531,9-10=-672/1531,9-12=-672/1570,8-12=-672/1570,7-8=-729/1616, 6-7=-729/1616 WEBS 2-9=-249/273,5-8=-271/286 NOTES- 1)2)Wind:ASCEanced roof live 7-10;Vu1�30mph have been 3 seond gust)Vasd for =101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave-41t;Cat.II; %•‘_s design. _,ik,S'A.4, ',, Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `N- v! .q l plate grip DOL=1.60 ., O••\ •E N `.14,x, 3)Provide adequate drainage to prevent water ponding. . �•' �' G S ••• / ,.. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380. 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 lb uplift at joint(s)except(jt=lb)1=461,1* • 6=493. • "O• i� • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .T' •�- : Job Truss [Truss Type Qty Ply ROY RESIDENCE I T8629099 16-020201 B26 I Hip Girder 1 1 . . Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 1314:30:37 2016 Page 2 I D:CziXFeuon5Q9OR4TET8wmZzd?rz-IYKbLmJ m BdbrU lywHOBX4i nW 6Q32yS3BZaGOYzGuym LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-70,3-4=-70,4-6=-70,1-6=-20 Concentrated Loads(Ib) Vert:3=-135(F)4=-368(F)9=-58(F)8=-58(F)11=-135(F)12=-32(F) 4 i 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032016 BEFORE USE. p' Design valid for use only with Weir®connectors.This design Is based only upon parameters shown.and is or an Individual building component.riot a tr16S system.Before use,the building designer must verify the appticabllty of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling or individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• k always required for stablllty and to prevent collapse wtih possible personal injury and properly damage. For general guidance regarding the Parka fabrication,storage.delivery,erection and bracing of tr sses and truss systems.seeANSI/lPl1 Quality Criteria,DSB-89 andSCSI Building East Blvd. ding Component Et 0 Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,P, rk Job Truss Truss Type Qty JPly I ROY RESIDENCE • T6629100 16.020201 827 Hall Hip Girder 1 1 1Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mrrek Industries.Inc. Fri May 13 14:30:37 2016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-IYKbLmJ mltdbrUlywHOBX4jga6U12wg38ZaGQYzGuym I 2-8-0 - 5-11-8 I - _ 9-3-0 I 2-8-0 I 3-3-8 3-3-8 Scale=1:17.7 NAILED NAILED NAILED 1.5x4 I I NAILED 3x4= 5.00 FIT 2 6x8= X 8 ›a.< 9 X. 10 r - rl rl 11 [I n - i 11 12 13 7 6 5 1.6x4 II NAILED 3x10= NAILED NAILED 4x6= SPedal 1.5x4 I I 2-8-0 I 5-t1-8 I 3-3-89-3-0 I 2-8.0 3-3-8 Plate Offsets(X,Y)-- 12:0-5-12.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 • Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 I Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.15 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:48 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-4:2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. WEBS 2x4 SP No.2 M Tek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=465/0-5-8,5=457/Mechanical Max Horz1=95(LC 18) Max Uplift1=-280(LC 8),5=279(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-739/470,2-8=-646/415,3.8-642/415,3-9=-643/418,9-10=-643/418, 4-10=643/418,4-5=-420/282 BOT CHORD 1-7=-458/608,7-11=-468/620,6-11.468/620 WEBS 3-6=-256/207,4-6=-440/686 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `,, ►111111/it,I plate grip DOL=1.60 ♦.0 SPS A. AIl•i, 2)Provide adequate drainage to prevent water ponding. i 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,♦♦��` • Ci E N S' ii,'. 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 F•.•. / �• fit between the bottom chord and any other members. NO 39380 5)Refer to girder(s)for truss to truss connections. •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(0.1b)1=280,r. * ;- 5=279. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1-."d I. �'� ► • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �. • • ,� `�- 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. a-v- +►tea. �� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 163 lb up at i,��•. 4 O R 1 Q •.• ��,♦ 2-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 00,,,0"491:0••• • .\G�♦ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N A; `��♦ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albans PE No.39380 , Uniform Loads(plf) Welt USA,Inc.FL Cert 6634 Vert:1-2.70,2-4=-70,1-5=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Continued on page 2 4 0 WARNING•Verity design paremeters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN•7473 rev.1003/201S BEFORE USE. I �1 Design valid for use only with Woke/connectors.this design Is based only upon parameters shown,and Is for an kndivfdual Landing component.not a truss system.Before use.the Lulling designer must verily the applicability of design parameters and properly Incorporate Itis design Into the overall balking design. Bracing Indicated Is to prevent butcklInpt 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 possble personal Mary and properly damage. For general guidance regarding the E East Bbd. Safely storage,delivery,erection and bracing of tnuI•PI ses and truss systems.seeANSUI Quality Criteria,DSB-89 and SCSI BuNdIng Component 669049Parke East SafInformation available from Truss Plate institute,718 N.Lee Street,Suite 312,Alexandria.VA 22314. . 1 Job Truss Truss Type Qty Ply ROY RESIDENCE T8629100 16-020201 B27 Halt Hip Girder 1 1 • • Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:37 2016 Page 2 ID:CziXFeuon5Q90R4TETBwmZ2d.rz-IYKbLmJmitdbrUlywHOBX4Ma6Ut2wg3BZaGQYzGuym LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-15(F)7=-58(F)8=-15(F)9=-15(F)10=-15(F)11=-2(F)12=-2(F)13=-2(F) WARNING•Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/1016 BEFORE USE. i MT Design valid for use only with MITektS connectors.this design Is based only up:n parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verily the applicability of design txrarneters and properly iu:orporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indlvkival truss wot>dxnd/a chord members only.Additional temporary arid permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gukiahce regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seOANSVIPiI Quality Cd6904 terla,DS8-89 and SCSI Building ComponentE3st 0 Softly Information avcilable frau buss Mate Institute.218 N.Lee Street.Suite 312,Alexarxdrkr.VA22314. Tampa.P. ___ Job -Truss ITrussType -City Ply ROY RESIDENCE T8629101 16.020201 FOl I Floor 3 1 • • Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.inc. Fri May 13 14:30:38 2016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-Dlt_Y6JOW BIRSetBU?vQ4HFvXW gvnLOCQDKpy_zGuyl 2-6-0I 11-- -4-0 -a,1 1-10-0 0x8 Scale=1:32.9 1.5x4 I' 3x4 II 3x4= 1.5x4 I I 3x4= 1.5x4 II 3x4= 1.5x4 II 3x4= 1.5x4= 1 2 3 4 5 6 7 8 9 - -1 ..4., '-' .V 144411111 16 1 • ►4 15 14 13 12 11 3x6= 3x6= 1.5x4 I I 3x4= 3x6= 3x6= 19-2-0 I 19-2-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[4:0-1-8,Edpe),[12:0-1-8,Edgel,[16:0-1-8,0-0-121 -- I LOADING(psf) I SPACING- 1-4-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.20 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.33 11-12 >690 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 10 rs/a n/a BCDL 5.0 Code FRC201411P12007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=694/Mechanical,10=689/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1925/0,3-4=-1925/0,4-5=-2358/0,5-6=-2358/0,6-7=-1933/0,7-8=-1933/0 BOT CHORD 14-15=0/1161,13-14=0/2358,12-13=0/2358,11-12=0/2320,10-11=0/1162 WEBS 8-10=-1308/0,2-15=-1310/0,8-11=0/875,2-14=0/868,6-11=-439/0,4-14=-606/0,6-12=-159/287 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. �%0_%p$ A. "le ��,`��••• ."GENSF•.94, .,. No 39380. . _f. • • -o: _ — 10 C\ • •% 0 A 10.•GSs• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 � t o WARNING-Verify design pararrwtere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE I . Design valid for use only with MIekE'connectors.this design is based only upon parameters shown.and Is for an IndMdual building component,not a truss system.Before use,the building designer must verify the applicability of design fxxrrnetors and properly incorporate this design Into the overall Guiding design. l8acing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' 5 always required for stab4lty and to prevent collapse with possible personcd miry and property damage. For general guidance regrading the fabrication,storage,delivery,erection and tracing of trusses and truss systems,sceANSI/TPI I Quality Crterla,D58.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Insttute,218 N.Lee Street.StAte 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty IPly ROY RESIDENCE 78629102 16.020201 ,F03 Floor t2 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:38 2016 Page 1 ID:CztXFeuon5090R4T ETBwmZzd?rz-Dlt_Y6JOW BIRSet6U?vQ4HFpzW eV nK7CQDtB K,py_zGuyl 2-6-0 . 1.2-0 1.5.8 2-3-8 ay Scale-1:39.8 3x6= 3x4= 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 i2 21 '4 y, _ 20 19 18 17 16 15 14 13 3x4= 3x6= 3x10 MT2OHS FP= 3x6= 3x6= 3x6= 3x4= 9.9.4 8-11-0 9.pr8 f10-6.01 23.5-0 6.11.0 0.-8 0.8.12 12-11.0 0.8-12 - ------- Plate Offsets(X,Y)-- L1._Edge 0-0-12L[6:0-1-8,Edge1,[14:0-2-0,Edcel,117:0-1.8,Edgel,[19:0-2-12,Edge),[21:0-1-8,0-0-121 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.42 15-16 >660 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.66 15-16 >424 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 13-18:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:15-16. REACTIONS. (Ib/size) 20=852/0-3-8,13=848/0-7-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2501/0,3-4.2501/0,4-5=-3487/0,5-6=-3487/0,6-7=-3591/0,7-8=-3591/0, 8-9=-3591/0,9-10=-2525/0,10-11=-2525/0 BOT CHORD 19-20=0/1427,18-19=0/3205,17-18=0/3205,16-17=0/3487,15-16=0/3487,14-15=0/3212, 13-14=0/1461 WEBS 5-17=-303/0,2-20=-1620/0,2-19=0/1218,4-19=-799/0,4-17=0/598,11-13.1646/0, 11-14=0/1207,9-14=-780/0,9-15=0/431,6-15=-292/375 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 1.5x4 MT20 unless otherwise indicated. 111111111111// 4)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %S-^ A ii 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 .,SCOOP`S '4zeA,i, be attached to walls at their outer ends or restrained byother means. .• \ '7/1- E N !� 6)CAUTION,Do not erect truss backwards. k?" G S�."". / ice. No 39380 -_* • . •T, ie• s 4l►-r' .�eite110 N A, %-.00 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE*11.7473 rev.IQ'03/2015 BEFORE USE lilt Design valid for use only with MIleicC connectors.lits design Is based only upon parameters shown,and Is for an Individual,wilding component,not a truss system.Before use,the baking designer must verify the applicability of design parameters and property Incorporate this design into the overall balding design. Bracing hdlcaled Is to prevent buckling of individual tans web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stabNty and to prevent collapse with possible personal miry and property damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safety IMomnation available horn truss Plate Institute.218 N.tee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob (ruse Truss Type IOty Ply ' ROY RESIDENCE T8629103 116-020201 F04 Floor :1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:39 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-hxRMISK0HUt140SK2iQfdVoybv 1 cW m0Met3NURzGuyk 0-1-8 2-6-0 lI 1-5-8 H S9-0H al@'=1:48.6 3x6= 3x4= 3x4= 3x6 FP= 3x4= 3x6= 3x6= 2 3 4 5 / 6 7 8 9 10 11 12 25 13 14 / ` � �B 24 i z: w 23 22 21 20 19 18 17 16 15 354= 3x10= 3x6=3x10 MT2OHS FP= 3x4= 354= 3x10= 3x6= 1.5x4 SP r 356 16-2-12 17-1-0 28-5-8 15-4-8 154-0 16-11-6 27-4-0 274-9 I I 15-4-8 0-1.8 8.12 10-3-0 0.14 0-8-12 0-1-8 1-0-0 Plate Offsets(X,Y)-- [1:Edqe,0-0-121,[2:0-2.8,Edgel,(10:0-1-12,Edge),[12:0-2-8,Edge],(1B:0-1-8,Edge1,(19:0-l-8,Edge1,124:0-1-8,0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.71 19-21 >464 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -1.13 19-21 >290 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.43 Horz(TL) 0.13 16 n/a n/a BCDL 5.0 Code FRC2014ITPI2007 I (Matrix) Weight:147 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:15-16. REACTIONS. (lb/size) 16=1070/0-7-8,23=999/0-5-8 Max Grav16=1070(LC 1),23=999(LC 3) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3049/0,3-4=-3049/0,4-5=-4676/0,5-6=-4676/0,6-7=-4774/0,7-8=-4774/0, 8-9=-4774/0,9-10=-4774/0,10.11=-3065/0,11-12=-3065/0 BOT CHORD 22-23=0/1705,21-22=0/4029,20-21=0/4945,19-20=0/4945,18-19=0/4774,17-18=0/4035, 16-17=0/1728 WEBS 9-18=-311/0,2-23=-1935/0,2-22=0/1524,4-22=-1113/0,4-21=0/734,6-21=-363/0, 6-19=-488/325,12-16=-1915/0,12-17=0/1518,10-17.1103/0,10-18=0/1005 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 1.5x4 MT20 unless otherwise indicated. �>l, 11111111 4)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ��‘ A �� 5)Required 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 .,N, n .`S '4Z& e. attached to walls at their outer ends or restrained by other means. `S" .••\G ENS'•• -2 ., 6)CAUTION,Do not erect truss backwards. • V �•.•. �i No 39380 • • -it • -0• .— . e 0'�,R�(` •••-- O R 1Q• •Cj��` lee',,''O N A—iiiiiii, t s`% Thomas A.Atbanl PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 � I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE s Design valid for use only with Mllek5 connectors.this design Is based only upon parameters shown,and is tot an individual funding 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 building design. Bracing indicated Is to prevent buckling of Individual truss web and//or chord „ damage.mesoonly. Additional` e temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal triply Ygeneral9 � Est Blvd.fabrication,storage,delivery.erection add bracing of trusses anKiss ss systems.seeANSI/lPtl Quality Criteria.DSB-89 and BCSI Building 6904a ng Component 6904 P.ParkeFL East 0 Salty Information available from'truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job }Truss Truss Type Oty Ply ROY RESIDENCE 786291041 16-020201 FO5 Floor 12 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mick Industries.Inc. Fri May 13 14:30:40 2016 Page 1 ID:CziXFeuon5O9OR4TET8wmZzd?rz-A7?kzole2o?9iy1 XcPxu9iL7UNrFDFVtXpw1 tzGuyj 0.1.8 1-5-8 9-0 2 6-0----i I I 0-9-0 t., 1:48.6 3x6= 3x4= 3x4= 3x6 FP= 3x4= 3x6= 3x6= 2 3 4 5 6 7 8 9 10 11 12 25 13 14 3 ..--------..ilIllillIllh.-*"..*%%"---""gillIlll -%'..-.N"--. - ..... .' ' . v. s 23 22 21 20 19 18 17 16 15 3x4= 3x10= 3x6=3x10 MT2OHS FP= 3x4= 3x4= 3x10= 3x6= 1.5x4 SP= 3x6= 16-2-12 17-1-0 7 28-5.8 i 15-4-85-4 0-1.8 168-12' 10-3-0 4-0 04-8 i 0-8-12 0-1-8 1.0.0 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[2:0.2-8,Edge][10:0-1-12,Edge],f12_0-2-8,Edge],[18:0.1-8,Edgel,[19:0-1-8,Edge],[24:0.1-8,0-0-121 LOADING(psf) I SPACING- 1-4-0 CSI. DEFL. in pc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.71 19-21 >464 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -1.13 19-21 >290 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.13 16 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) 1 Weight:147 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(ilat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:15-16. REACTIONS. (lb/size) 16=1070/0-7-8,23=999/0-5-8 Max Grav16=1070(LC 1),23=999(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3049/0,3-4=-3049/0,4-5=-4676/0,5-6=-4676/0,6-7=-4774/0,7-8=-4774/0, 8-9=-4774/0,9-10=-4774/0,10-11=-3065/0,11-12=-3065/0 BOT CHORD 22-23-0/1705,21-22=0/4029,20-21=0/4945,19-20=0/4945,18-19=0/4774,17-18=0/4035, 16-17=0/1728 WEBS 9-18=-311/0,2-23=-1935/0,2-22=0/1524,4-22=-1113/0,4-21=01734,6-21=-363/0, 6-19=-488/325,12-16=-1915/0,12-17=0/1518,10.17=-1103/0,10-18=0/1005 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 1.5x4 MT20 unless otherwise indicated. ,`>>ll l U U g/,ii 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�� Cj A. �i, 5)Required 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 `�•rim .448 1e,' attached to walls at their outer ends or restrained by other means. $,'•r".•\C E N s k-. TA' ,,� 6)CAUTION,Do not erect truss backwards. No 39380 ..10- • • • (1./.7:w. �� <(/: .�1•.,e4 . ORI "c' • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IG$33/2016 BEFORE USE. Ig. Design valid for use only WM MITek4 connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verily the appik:abllty M design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bxoctng MiTek• is always regl*ed for stability and to prevent collapse wIh possible personal Injury and property damage. For general guidance regarding the labricatbn.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/10-11 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty Ply ROY RESIDENCE I 78629105 16-020201 F07 Floor 4 1 ,Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:41 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZ d?rz-eKZ6A8MGp680J5cj97T7iwtOtih_iFe6BYTZJzGuyi I 0.9.0 -1-8 2-6-0 2-5-81 5.8 H P H Scale=1:40.5 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 3x4= 1.5x4 II 1.5x4 II 3x4= 3x6 FP= 1.5x4= 1 2 3 4 5 6 7 8 9 10 22 11 12 & g L __.11-__$ \� 21 9 20 19 18 17 16 15 14 13 3x4= 3x10 MT2OHS FP= 3x4= 3x4= 114-12 11-11-0 3 g3.238 10-2-8 1014-0 `11.9.811 22-2.0 0.118 i 22-I 8 10.2.8 0.48 0.8-12 10-3-0 0-8-12 0.1.6 1.0.0 Plate Offsets(X,Y)-• [1:Edge 0.0-121,[15:0-2.0,Edgej[16:0-1-8,Edgel,117:0-1-8,Edgel,[19:0-2-8,Edge1,[21:0-1-8,0-0-12] LOADING(psf) I SPACING- 1-4-0 CSI. DEFL. in (loc) (/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.32 16 >832 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.50 15-16 >526 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 14 n/a n/a BCDL 5.0 Code FRC2014/TP12007 (Matrix) I Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14. REACTIONS. (lb/size) 14=881/0-7-8,20=809/0-3-8 Max Grav 14=881(LC 1),20=810(LC 3) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2349/0,3-4=-2349/0,4-5=-3250/0,5-6=-3250/0,6-7=-3250/0,7-B=-2361/0, 8-9=-2361/0,9-10=-2361/0 BOT CHORD 19-20=0/1355,18-19=0/2966,17-18=0/2966,16-17=0/3250,15-16=0/2973,14-15=0/1372 WEBS 2-20=-1537/0,2-19=0/1128,4-19=-701/0,4-17=-38/551,10-14=-1523/0,10-15=0/1124, 7-15=-696/0,7-16=-42/550 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 3x6 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 111111111 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 ♦♦``♦ PS A q �I��, be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ♦♦ ••\ .E N • iy', v • ♦ ��..' `Sir`••"9/• 'i • No • 39.380 •; . -- • •r ,T . iii,/s'0NA '�0 mill 10- Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING•Willy dealyn paramefare and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MN-7173 rev.10/03/2016 BEFORE USE. wth^ Design valid for use only with Mlteks connectors.Ibis design is based only upon pxxameters shown,and is for an IndivkAal buildings component.not a Mrs system.Before use,the Ladling designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' bulking design. Bracing Indicated Is to prevent buckling of IndIvkdtrussion ual web and/or chord members only. Additional temporary and permanent tracing Is always required for stability and to prevent collapse with possible personal hWy and property damage. fox general guidance regarding the East Blvd. rm fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSa-89 and SCSI Building Component 690469 P.Parke East 0 Safety information avertable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply ROY RESIDENCE T8629106I 16.020201 F08 Floor 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 a Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:41 2016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-eKZ6A8MGp680J5cj97T7iwtRijkT_k'e6BYTZJzGuyi 2-6-0I I 13-0 i Scale=1:25.0 1.5x4 II 3x4= 1.5x4 II 1.5x4 II 3x4= 1.5x4 I'. 1 2 3 43x4- 5 6 7 e ' • 4 4 • 2. 1•/ 11 10 9 8 3x4= 3x4= 1.5x4 I I 3x6= 3x4= 14-4-8 I 14-4-8 — Plate Offsets(X,Y)--_ft:Edge,0-0-121[4:0-1-8,Edael,[11:0-1-8,EdgeL — LOADING(pst) SPACING- 1-4-0 CSI. DEFL. in (Ioc) Udeft L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.16 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 8 n/a Na BCDL 5.0 Code FRC2014/TP12007 (Matrix) I Weight:73 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ILJsize) 8=523/Mechanical,12=523/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1309/0,3-4=-1309/0,4-5=-1292/0,5-6=-1292/0 BOT CHORD 11-12-0/823,10-11=0/1309,9-10=0/1309,8-9=0/819 WEBS 6-8=-930/0,2-12=-934/0,6-9=0/537,2-11=0/562 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ```�••\-\G E N d••.-7X,� ' !ice No 39380 .-o i 0'0;�s•%rs ,0R1p. ��. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MIIek:B connectors.Ns design Is based only upon parameters shown.and Is for an Individual twNtling component,not i a buss system.Before use.the txnlldng designer must vedry the appllcaWlry of cfesIgn{.xxametersan d property ix;orporate this design Into the overall MiTek' txldhg design. 8rachg ixacated Is to prevent buckling of IndMduaitruss web urxi/or chord members only.Addltlonai temnt ary and permanent txachg Is always required for stabilty and to prevent collapse with possible personal Injury and property damage. For general guidance regedng ttw Parke East Blvd.fabrication storage,delivery,erection and bracing of tames and tons systems,seeANSI/TPI l Quality Criteria,DS8-89 arid6904 BCSI Building Component 6904 P.FEt 0 Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job (rUSs Truss Type Qty Ply ROY RESIDENCE T8629107 16-020201 F09 Floor 1 1 • • Job Reference(optional) _ —, TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:42 2016 Page 1 I D:CziXFeuon5Q90R4TET8wmZzd?rz-6W 7000NvaPGtxFBvjg_ME7Qeb7BgjD W oKr115mzGuyh I 2-6-0 I 0-11-0 i r 0-8-0I, Scale=1:18.4 1.5x4 II 3x4= 3x4 II 3x4= 1.5x4 I 1 2 3 4 5 3x4= 6 • •\lip, _ O 4 • s I 1 104�' 9 8 ' ' 1.5x4 II 1.5x4 H I 3x4= 3x6= 3x4= 3-8-6 -p 9-10-0 3-6-8 0111- 8 6-1-10 0-0-6Plate Offset JX,Y)-- (1:Edge,0-0-121,(4:0-1-8,Edge1,15:0-1-8,Edgel LOAP TCLL 40(p 0 Plate SPACING-Grip DOL 1-4-0 1 00 TCI 0.28 VVert(LL) -0.01 (loc) >99999 60 PLATEST244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 7 n/a n/a Weight:55 lb FT=0%F,0%EBCDL 5.0 Code FRC2014/TP12007 (Matrix) I 9 LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:10-11. REACTIONS. (lb/size) 10=391/0-5-8,11=111/0-3.8,7=209/0-5-8 Max Grav10=427(LC 7),11=160(LC 8),7=214(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 5-7=-280/0,4-10=-307/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 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. ,. `..`k •.• C\G E NSc�••••-,•2"• '. • No 39380 ----it • T' ar'- •: .mow . //111 Thomas A.Albans PE No.39380 MWTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 4 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MI'TEK REFERANCE PAGE Mu-7473 rev.10/0312015 BEFORE USE. Design valid for use only s-Ath MITe10)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 verity the applicablIty of design parameters and rxoperly Incorporate this design Info 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 posstnle personal Ws ay and properly damage. For general guidance regarding the fabrication,storage,delivery,erectkrn and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE T8629108I 16-020201 F10 Floor 5 1 • Job Reference(optional) —TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek industries.Inc. Fri May 13 14:30:42 2016 Page 1 ID:CziXFeuon5Q90R4TET8wmZzd?rz-6W 7000NvaPGtxFBvjq_ME70fJ7C4jD5oKr115mzGuyh 1.3-0 I 2-6-0 t--i 1 1.5x4 'I 2 3x4- 3 1.5x4 II Scale=1:10.4 . i 6 1.5x4= R eq 5 .411 3x4= 3x6= Q4-1.6 1-87 4-1-8 4-0-0 l 0 _ _Plate Offsets(X,Y)-- [1:Edge,0-0-121,[6:0-1-8,0-0-121 _ 1 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a Weight:24 lb FT=0%F,0%E BCDL 5.0 Code FRC2014/TPI2007 (Matrix) , LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=144/0-3-8,4=140/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. ,.0011111//I,,I' No • 39380 • T. - . ' • !L. liesiiittiltt Thomas A.Albans PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 • Date: May 14,2016 pil 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10(03/2015 BEFORE USE Design valid for use only with Miele&connectors.Its design Is based only upon rxranefers shown.and is for an Individual Wilding component,not l a truss system.Before use,the braking designer must verify the aptF>ficablity of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated Is to prevent buckling of tndMdual truss web and/or chord members only.Additional temporary and permanent[racing MiTek Is always required for stability and to prevent collapse with posst'le personal Wilily and properly damage. For general guidance regarding the Parke East BHd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seOANSI/WPl l Quilty Criteria,DSB-89 and SCSI Bulking a ng Component Safely Information available Wan MM.Plate InsNRTampa.04 FParke rie,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 33610 Job Truss Truss Type Qty Ply ROY RESIDENCE 78629109. 16-020201 F11 Floor 1 1 • •Job Reference(optional) —� TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:42 2016 Page 1 ID:CziXFeuon5090R4TETSwmZzd?rz-6W 7000NvaPG1xFBvjq_ME7QfJ7C8j1)6oKr115mzGuyh 0-1-8 i,-4.5x4 1 1-1-8 2 34i— 2-6-0 4.5x4 i Scale=1:10.4 F__ i 7 6 ,.5x4= r--1 1.5x4= 4 V I 3x6= S 3x6= {0-3-0I 4-1-8 1 0-3-0 3-10.8 Plate Offsets(Xy)-- (1:Edge,0-0-12],16:0-1-8,0-0-12L 17:0-1-8,0-0-121 LOADING(psi) SPACING- 1-4-0 CSI. I DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) 0.00 5 """ 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 Na Na BCDL 5.0 Code FRC2014/TP12007 ! (Matrix) Weight:25 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1.8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=138/0-1-12,4=138/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 2)-Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `,iitIIIIII//II `s‘0\4‘11.2.•—•:.4.O . A. 1,� `s%\)• • EN .%-74,,1 No 393• 80 • •• itillirr z• .:::(----- -''''..-4‘:<<•:.:.•:-"--.:-.1-11.. '0 ;lir-:91:„.•-,c.•'.c,::::(4:4:******:: '''.1,S�ONA�1-COs Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 Q WARNING-Verify design parameters end READ NOTES ON nos AND INCLUDED MTTEK REFERANCE PAGE MU-7473 rev.10/0312015 BEFORE USE. ^ Design valid for use only with MnekJ connectors.this design Is based only upon parameters shown,and is for an Individual heeding comrxxient,not a truss system.Before use,the building designer must verify the apt>Scab111y of design parameters and properly Incorporate this design inky the overall balding 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 stabtlity and to prevent collopse with possible personal Injury and properly damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seOANSI/IP11 Quality Criteria,DS8-89 and BC51 Building Component 690469 P.ParkeFL East 0 I Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA22314. 1 Job !Truss Truss Type Qty Ply ROY RESIDENCE TS629110 16.020201 i F52 Floor Supported Gable 1 _ 1 I • • Job •Reference(optional) _ TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MTek Industries.Inc. Fri May 13 14:30:43 2016 Page:I 10:CziXFeuon5Q9OR4TE SwmZzd?rz-aihtbciNXLjOkZPm5HYVbnKzsVXZySgQxZV1adCzGuyg Ills 0-J4t Scale=1:11.8 1 2 3 4 5 6 .J 1 _ I. i — 14 13 — -— — I I f • q --ems - .......... . .......'..-::0:00•:❖:•:•:•:•:•.00❖:❖. . •.. :•❖.•.0•••.•.•.•:.❖.•.❖.•.•.❖.•.0•.•.•.•.:.❖.•.❖.•.•.❖.•..❖.•.❖.•.•.•.❖: , Job Q Ply ROY RESIDENCE Truss Truss Type tY 1862911/ 16-020201 F13 Floor 5 1 Job Reference(optional) —J TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:43 2016 Page 1 ID:CziXFeuon5Q9OR4TETBwmZzd?rz-aihtbgNXLjOlaPm5HYVbnKzkIXNMSdaxZV1 adCzGuyg I 2-6-0 I I 1-10-0 I 0- 48 Scale=1:26.0 1.5x4 II 3x4 I; 3x4= 1.5x4 11 1.5x4 II 3x4= 1.5x4= 3 43x4= 5 6 7 1 2 • /._:, 400.•••••••••••••• .....41 ''''_ ' • ►' 13 M. 4 9 1254-8 11 10 9 3x6= 1_ 3x4 1.5x4 II 3x6= 356= • 15-2-8 1 I 15-2.8 Plate Offsets(X,Y)-- (1:Edge,0-1-81,(4:0-1-8,Edge],111:0-1-8,Edae],[13:0-1.8,0-0-12] – LOADING(psi) I SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.18 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 I Vert(TL) -0.24 9-10 >745 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 I Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) ! Weight:79 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=548/Mechanical,8=544/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1434/0,3-4=-1434/0,4-5=-1401/0,5-6=-1401/0 BOT CHORD 11-12=0/888,10-11=0/1434,9-10=0/1434,8-9=0/883 WEBS 6-8=-994/0,2-12=-1003/0,6-9=0/587,2-11=0/640,4-9=-258/121 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ss •E N e'9,y1i No 39380 ! . -O: !' • ' ` .• e, - 1' :•e Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Vitrify d•sign param•t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. lilt Design valid for use only with MIIekT.o connectors.Ills design is t xased 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 bullring design. Bracing indicated Is to prevent buckling of individual tr ss web and/or chord members only,Additional temporary and permanent taming MiTek' is iTek- is always requked tot stability and to prevent collapse with possible personal tnl ry and property damage. rot general aukiarx:e regrading the E Parke st Bid. fabrication,storage.delivery,erection and bracing of tr sses and tru s systems,seeANSI/IPII Quality Criteria,D58-89 and SCSI Building Component 696904 P. East 0 Solely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type IQtY Ply ROY RESIDENCE 78629112' 16.020201 F16 Floor 14 — 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Musk Industries.Inc. Fri May 13 14:30:44 2016 Page i ID:CziXFeuon5Q9OR4TET8wmZzd?rz-2uFFp9O961 WbAZLlgF0gKYVzpwmeB4L5o9n7AezGuyf 0-1.8 H I 2-6-0 i I 1-3-0 1 Scale=1:29.6 1.5x4 II 1.5x4= 3x4= 1.5x4 11 3x4= 3x4= 1.5x4 '1 3x4= 3x4 II 1 2 3 4 5 6 7 8 1 r.• I 5 �� • 'R4 13 12 11 A 10 3x6= 3x6= 1.5x4 1 1.5x4 11 3x6= 3x6 8-0-0 17-3-0 1 17-3-0 Plate Offsets(X,Y)-- (1:Edge,0-0-12(,(4:0-1-8,Edgel,(5:0-1-8,EdgeL(15:0-1-8,0-0-12) LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.12 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.19 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FRC2014fTP12007 (Matrix) Weight:91 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 14=619/0-5-8,9=623/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3.1668/0,3-4=-1668/0,4-5=-1926/0,5-6=-1668/0,6-7=-1668/0 BOT CHORD 13-14=0/1025,12.13=0/1926,11-12=0/1926,10-11=0/1926,9-10=0/1027 WEBS 7-9=-1159/0,2-14=-1154/0,7-10-0/728,2-13=0/730,5-10=-431/0,4-13=-431/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. i11111111/jII %%OsNSA• A 4,0 • <6 Ii No 39380 •%!P iip-G T�., ;.rte :40,7,7 •,,l • ,•`s,/o N Al �%•• Thomas A.Alban)PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE Md-7473 rev.10/0.3!2015 BEFORE USE INN Deegn valid for use only with Meeks connectors.Ings design is based only upon parameters shown.and Is kr an Individual building component,not o truss system.Belore use,the txilding designer must verify the applicability of clesIgn parameters and properly Incorporate this dodge into the overall MiTek• bulling design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent tracing 1 Is always requited for stability and to prevent collapse with possible personal injury and property damage. For general gukkmce regarding the Parke Eest Blvd.fabrication.storage,delivery,erection and bracing o1 trusses and truss systems.seeANSI/1P11 Quilty Criteria,DS8-89 and SCSI Building Component 690469 P.FL East 0 Safely information available from leas Plate Institute.218 N.Leo Sheet.Suite 312,Alexandria,VA 22314. Job (rPly I ROY RESIDENCE (ass Truss Type786291131 16-020201 F16 Floor 8 1 I Job Reference(optional) TFtUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:44 2016 Page 1 ID:CziXFeuon5Q9OR4TET8wmZzd?rz-2uFFp90961 WbAZLIgFOgKYVt?wj4B3Z5O9n7AezGuyl F1g 2-6-0 I I 1-10-8 01/8 Scale=1:35.0 • 1.5x4 II 1.5x4 II = = 3x4 3x6 FP— 3x4= 1.5x4= 3x4 I 3x4 1.5x4 II 3x4 1.5x4 II 1 2 3 4 5 6 7 8 9 10 • • • u 18 :1? ''NN41P00°°°°°°' e. , 00,0000000000.0011,1111.11.••••_. ••••0•00.00,00.... 16 15 14 13 12 3x6= 3x10 MT2OHS FP= 1.5x4 II 3x4= 3x6= 3x6= 3x6= 10-0.0 I 8-0-0 ,8-11-4 19.148 I I 20-4-8 I 8-0-0 '0-11.4 0-11-4 10.4.8 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],113:0-1-8,EdgeL[18:0-1-8,0-0-12] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (hoc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.33 12-13 >733 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.52 12-13 >467 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.06 11 rite n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:104 lb FT=O%F,0%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)"Except' end verticals. 11-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 17=738/0-3-8,11=734/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2083/0,3-4=-2083/0,4-5=-2652/0,5.6=-2652/0,6-7=-2101/0,7-8=-2101/0, 8-9=-2101/0 BOT CHORD 16-17=0/1244,15-16=0/2652,14-15=0/2652,13-14=0/2652,12-13=0/2573,11-12=0/1250 WEBS 2-17=-1405/0,2-16=0/951,4-16=-772/0,9-11=-1407/0,9-12=0/966,6-12=-536/0, 6-13=-147/371 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and tastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 111111111/1 be attached to walls at their outer ends or restrained by other means. `,,�•,A PS A, ,q ii�/,, 5)CAUTION,Do not erect truss backwards. r+` O•.\ 'EN 6 . s•',e-1..** '.V G 56'..4//p/•°o. No 39380 _.....jicca ♦+/�` : • ` '�'� . 0R19. ,.--• i5s � ‘11it ;0N A , II Thomas A.Alberti PE No.39380 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mit r Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mllek6 connectors.Ihis design Is based only upon parameters shown,and is for an individual building component,not a bras system.Before use.the building designer must verily the applicability of design parameters and properly incorporate this design into the overall MiTek building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Add tbnat temporary and permanent bracing Is always required for stability and to prevent collapse with possbie personal miry and property damage. For general guidance regarcIng the Parke East 6Md. fabrication,storage,delivery,erection and bracing o1 trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 6904 P.it East 0 ' Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss truss Type City Ply 'ROY RESIDENCE 78629114 16-020201 F19 Floor 5 1 . Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:45 2016 Page 1 ID:CziXFeuon5O90R4TET8wmZzd?rz-W SpdOVPntKeSoNUOzX351280KApwZOE 1 pW hiSzGuye 2-6-0 { I 0-11-7 Scale=1:17.3 3x4 II 3x4= 1.5x4 I, 3x4 = 384 II 1 2 3 4 5 • •• -r I I i i . • ° • SOI • • 3x6= 3x4 7 3x4= 6 9 1.5x4 II 3x6= 9-2-7 I 9-2-7 Plate Offsets(X,Y)•- (1:Edge,0-1-81,12:0.1-8,Edgel,17:0-1-8,Edgei LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.38 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.15 6-7 >703 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 6 Na Na Weight:51 lb FT=0%F,0%E BCDL 5.0 • Code FRC2014/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=328/Mechanical,6=328/Mechanical FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-514/0,3-4=-514/0 BOT CHORD 8-9=0/514,7-8=0/514,6-7=0/469 WEBS 4-6=-529/0,2-9=-577/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. sO i , No 39380 * : —• : - �- %' • . - ;�fv. 1/49 ie,',,,S�O N • A- .0 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 1 i i 0 WARNING-Vsrlly design parenwtera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev.10/0312015 BEFORE USE. pa Design valid(or use only with MiTek®connectors.Ibis design Is based only upon parameters shown.and Is for cn Individual bolding component,not a truss system.Before use,the building designer must verify the appllCabllN of design parameters and properly incorporate this design Into Bre overall MiTek'design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary arld permanent bracing is always required for stability and to prevent collapse with possible personal him and properly damage. For general guidance regarding the Parke East Blvd.m fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt t Quality Criteria,DSB•$ 6904 9 and SCSI Building Component Tampa.04 Est 0 Safely Infor &xr available from truss Plate Institute,218 N.lee Street,Suite 312,Nexandirla.VA 22314. Oty Ply ROY RESIDENCE I Job truss Truss Type78629115 16-020201 F20 Floor 4 1 IJob Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 a Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:45 2016 Page 1 ID:CziXFeuon509OR4TET8wmZzd?rz-W 5pdOVPntKeSo)vUOzX35129dKAowYrE t pW hi5zGuye 2-6-0 1-4-9 I Scale=1:20.6 3x4 II 3x4= 1.5x4 II 1.5x4 II 3x4= 3x4 I i 1 2 3 4 5 • Y 1 1,,, , • ! . • _ 9 8 3x4= 10 __ 3x6= 3x4= 3x6 12-1-9 I 12-1-9 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[8:0-1-8,Edgel,[9:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL, in (lac) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.15 9-10 >960 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 HOfZ(TL) 0.02 7 rVa n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=436/Mechanical,7=436/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-949/0,3-4=-949/0,4-5=-949/0 BOT CHORD 9-10=0/672,8-9=0/949,7-8=0/672 WEBS 5-7=-758/0,2-10=-758/0,5.8=0/364,2-9=0/364 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 ._ : • :-O: I— • • ,,�', cc, •C OR1,.. c Thomas A.Athani PE No.39380 MiTek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7477 rev.10/03/2015 BEFORE USEmut Design valid for use only with MlleklQ connectors.This design is Imsod only upon parameters shown.and Is for an trdividuial butding component,not j a truss system.Before use.the briding designer must verity tlx:applicability of design parameters and properly incorporate this design Into the overall MiTek' briding design. Bracing Indicated Rs to prevent buckling 01 individual truss web and/or chord members only. Additionaltemporary and permanent bracing Is always required for stability and to prevent coilapse with possible personal Inlay and property damage. For general gukknce regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P,ParkeFL East0 Safety Information available from truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Job Truss Truss Type Qty I Pty 1 ROY RESIDENCE T8629116 16.020201 F21 Floor 9 i 1 i i Job Reference(optional) • -TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Apr 19 2016 Mrrek Industries,Inc. Fri May 1314:30:46 2016 Page 1 I D:CziXFeuon5O90R4TET8wmZzd?rz-_HM?DrOPeemJatUgyg2lPzbKckXxf?EOFTGEEXtGuyd 2-6-0l I 0.8.1 Scale=1:19.5 3x4 I I 3x4= 1.5x4 i 1 1.5x4 I I 3x4= 3x4 I 2 3 4 5 i._ . ....... 7- itt, i 1 . e • e e 103x6= 9 a 3x4= 7 3x4= 3x6= 11-5-12 i I 11-5-12 Plate Offsets(K,Y)-- (1:Edge,0-1-81,[8:0-1-8,Edge),19:0-1-8,Edge]_ LOADING(psf) SPACING- 1-4-0 I CSI. DEFL. in (loc) Vdeil Ud � PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 • TC 0.28 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.11 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.14 Horz(TL) 0.01 7 n/a Na Weight:62 lb FT=0%F,0%E BCDL 5.0 Code FRC2014/TPI2007 ' (Matrix) LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=412/Mechanical,7=412/Mechanical FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-861/0,3-4=-861/0,4-5=-861/0 BOT CHORD 9-10=0/627,8-9=0/861,7-8=0/627 WEBS 5-7=-708/0,2-10=-708/0,5-8=0/304,2-9=0/304 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _. % �B • ��,,irO\•`�GENe• -14,�•• �� No 39380 ; _*- • • -T . • : !1/� ie, c\sree ;• OR\O••rA%ss is,/ /ONAL E`o Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 0 WARNING-Verify design parametsn and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE 14111-7473 rev.10/73/2015 BEFORE USE - Design valid for use only with Milek8.connectors.INs design Is based only upon txxcmeters shown.and Is for an Individual building component,not a truss system.Before tee,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingMiTek' design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary cn d permanent bracing Is always required for stability and to prevent collapse with possible personal Int ry and property damage. For general guidance regarding the Pae East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seOANSI/IPI i Quality Criteria,DSB-89 and SCSI Building Component 690469 P,Parkrk 33610 Safely Information available from truss Rote Institute,218 N.tee Street.Stile 312-Alexandria,VA 22314. IJob Truss Truss Type Oty !Ply I ROY RESIDENCE T8629117 J116-020201 F22 Floor 7 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Apr 19 2016 MiTek Industries.Inc. Fri May 13 14:30:46 2016 Page 1 ID:CziXFeuon5090R4TET8wmZzd?rz-_HM?DrOPeemJOtUgyg21 PzblakRnf?UOFTGEEXzGuyd 0-1-8 H t— 2-6-0 1-2-4 I Scale=1:24.9 1.5x4 II 1.5x4= 3x4= 1.5x4 I 1.5x4 II 3x4= 3x4 II 3x4= 5 6 7 1 2 3 4 • m r • •- 3 Q FE:3 s `r Er 11 10 9 8 3x6= 3x4= 1.5x4 II 3x6= 3x6= 14-6-12 I I 14-6-12 Plate Offsets(X,Y)-- 11:Edge,0-0-121,14:0-1.8,Edge),111:0-1-8 Edge1,(13_0-1-8,0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.15 9-10 >999 240 BCLL 0.0 j Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:77 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(1lat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(ffat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=521/0-5-8,8=525/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1322/0,3-4=-1322/0,4-5=1307/0,5-6=-1307/0 BOT CHORD 11-12-0/842,10-11=0/1322,9-10=0/1322,8-9=0/840 WEBS 6-8=-948/0,2-12=-947/0,6-9=0/531,2-11=0/556 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. • No 3938Q . .I- • • .. W. ii, • �,,`�,,0 N A �C�%♦♦♦ Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 - 0 WARNING-Verify design paranoias and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.101032015 BEFORE USE. Design valid for use only with MITek®connectors.Itis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before tee,the bulking designer must verily the applicability of design p ciameters and properly incorporate this design into the overall MiTek- buAdng design. Bracing indicated Is to prevent buckling of Indlvkkuai truss web and/or chord members ally. Adlditional temporary and permanent tracing is always required for stability and to prevent collapse with possUe personal injury and property damage. For general guidance regarding the East Blvd. fdrlcatlon storage,delivery.erection and bracing of trusses and truss systems.seoANSI/TPi1 Quality Criteria,DSB-89 and SCSI Bulking ng Component Tampa.04 Parke 33610 Safety Information avalkvie from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Pty ROY RESIDENCE , T8629118' 16.020201 F23 Floor 6 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Apr 19 2016 MiTek industries.Inc. Fri May 1314'30:46 2016 Page 1 I0:CziXFeuon5Q90R4TET8wmZzd?rz-_HM?DrOPeemJ0tUgyg2lPzbJX1rbKf1 ROFTGEEXzGuyd I 2-5-01 1 3x4= 2 1.5x4 II Scale=1:10.5 EM.14144444 II 5 1 1111 rIII 1.5x4= 11 gat= .41111111till 4 FM 1.5x4 I I 3x6 z--- 2-9-8 2-9-8 Plate Offsets(X,Y)-- 15:0-1__-8 0-0-121_ --- — LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.00 4 360 MT20 244/190 TCDL 10.0Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress'nor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:17 lb FT=0%F,0%E BCDL 5.0 Code FRC2014/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except BOT CHORD 2x4 SP No.2(ilat) end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 4=95/Mechanical,3=91/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 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. 1t1111111/s,�,' �s.0/_N, A, q �, .`te`'t•O*-�C E N SF�'1,/,'• No 39380 Ns ��t" �O N Pi �.V�•' Thomas A.Alban'PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mo 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mii-7473 rev.18832015 BEFORE USE. mo Design veld for use only with Nelekao connectors.This design is based only upon parameters shown,and Is for an ttdlvkiwi building component,not a truss system.Before use.the building designer must verity the applicability of design txxameters and properly kucorp rate this design into the overall �1Tek • building design. Bracing Indicated Is to prevent buckling of Individual truss web suer'/der chord members only. Addttkxai temporary and permanent tracing • • Is always required for statxlity and to prevent collapse with possble personal Yyury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication,storage,delivery,erecllon aril tracing of trusses and truss systems,seeAN51/iPll Qudly Ceteris,DSB-89 and SCSI Building Component Tempa.FL 33610 Safety Information available from Truss Plate Instituto.218 N.Lee Street. Alexandria,312.Alexaa,VA22314. Job truss Truss Type )Qty Ply ROY RESIDENCE T1362911916-020201 F24 Floor Supported Gable 1 1 I ' ' i I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri May 13 14:30:47 2016 Page 1 I D:CziXFeuon5Q9OR4TET8wfnZzd?rz-STwNRBal PyuA103tW OZXxA7YT8xrOUPXU7?ornzzGuyc 1 1.5x4 II 2 1.5x4 I 3 1.5x4 I Scale=1:10.5 III II II MN ,■' 1.5x4= . 9 V. ro II *•vvvv.r• . .��'i•••''i•.• i�•i4•i i•.'i••••'�'•'•'.G••'•'•••K': Job fruss ITIUS6 Type Qty Ply ROY RESIDENCE 78629120 L6.020201 FGOt i Floor 15 1 Job Reference(optional) • TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Apr 19 2016 Musk Industries.Inc. Fri May 1314.30:47 2016 Page 1 ID:CziXFeuon5Q9OR4TET8WmZzd?rz-STwNRBQ 1 PyuA103tW OZXxA7QV8ISORbXU7?omuGuyc 0.1.8 HI 0 11(a 2-6-0 I 1-A8 { Scale=126.1 1.5x4 I I 1.5x4 II 1.5x4 II 3x4= 1.5x4= 1.5x4= 3x4= 1.5x4 '1 _ 7 44 5 6 • 1 2 3 • • $ • el $ r• 14 • C. y�� I' O 11 10 9 3x6= 3x4= 1.5x4 I i 3x6= 15.2.0 I I 15.2.0 Plate Offsets(XY)-- f1:Edge,0-0-121,14:0-1-8,Edoel,[11:0-1-8,Edgel,[13:0-1-8,0.0-121[14:0-1.8,0-0-121 -- LOADING(psf) SPACING- 1-4-0 CSI. , DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.17 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.23 9-10 >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 8 n/a Na Weight:78 lb FT=0%F,0%E BCDL 5.0 Code FRC2014/TP12007 (Matrix) I LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=543/0-5-8,8=543/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1428/0,3-4=-1428/0,4-5=-1395/0,5-6=-1395/0 BOT CHORD 11-12=0/884,10-11=0/1428,9-10=0/1428,8-9=0/881 WEBS 6-8=-991/0,2-12=-995/0,6-9=0/584,2-11=0/635,4-9=-256/122 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. •,,,`,,P 111A. A4 1/1, `• '`1`'.�\G E N`SF.'94i��•. No 39380 41"1a. ORTA"\-...c1"*."\--0.‘.'%::::.%:41:: Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2016 mi oWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/02/2015 BEFORE USE Design valid for use only with MilelcD connectors.Ns design is based only upon parameters shown.and Is for on individual building component,not a truss system.Before use.the building designer must verify the oppllcaLNIty of design parameters and properly incorporate this design Into the overall M iTe k' Lxi)ding design. Bracing Indicated Is to prevent trickling of kxiMduai truss web and/or chord members only. bracing Additional temporary and permanent rt damage. For general guidance reg ding the Is always n.required e, stability and tti prevent ise with posed trusscyst personal se andNproperty6904 Parke East Blvd. fabrication.storage,delivery.erection a1d bracing of tosses and systems,seeAN51/iPll 6uaBfy Criteria,05849 and SCSI Bulldog ComponentTampa.FL 33610 Safety Information available horn truss Plate institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. N FLOW SILT FENCE %/ FILTER CLOTH (M", POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES • MAX 6'-0. O.G. FENCE AFTER PLACMG FENCE STAKED TURBIDITY BARRIER A -I SCALE:3/4'•I'-0' 1 I i 1. PLACE FENCE AT ENTIRE PERIMETER OF SITE AS 6H"K 2. FENCE MAY BE RFMOVED AT WOW AREAS DURING WORK PERIOD, CUT WALL BE REPLACED AT THE END OF WOW PERIOD. I 10ACCESSORY REAR YAP® BETBAG ' — — I j---------------- i I I i I I I ' eoP�l.Orx 110 i I i t I 26' DUILD6IG RESTRICTION LINE (BY FLAT) , I I — — — — — — — — — — — — — — — — 20' FRLMT YARD SETDACX LME (IONMG) I 1 I 1 i I EXISTING 51TE PLAN scALE: v6'.r-�' 8th ST LIS-------- ---------- 7 -------- 7 140 8th. STREET ATLANTIC BEACH, FLORIDA 1 I 1 1 _I 1 I I 1 ----------- t POOL ram cat� _ ' 0 —_-------.------------— 0' ACCESORRE— AR YARD SEBACK LNE _• — I — -- - -----------b------ -tI - — 1 1rt ---IfII -------- — _ ._2k^•'.."t�i�3.7919iAG5l.� .._ __ ------------- I I j 1 _ - I I I ' � ! I I I I _ I I can I ' I MEL I — I dowLem I I w h I I UM 1 1 1 1 �1 f u1tL � � � ~• I I I lKoam jmph o I I ArM I I 1 r1 I I 1 I I I I I I I I I i I I PENN I I I t I PWF ,TER CAN r 1 i I 1 _ i `;eclC�r IMPERVIOUS SURFACE !:ALCULATION5: AREA: EXISTMG: POST CONSTRUCTION: LOT 9,353 SF. 9,953 SF. HOUSE 2,136 SF. 3,495 SF. ACCESSORY STRUCTURE 410 SF. _ DRIVE, a14LK, POOL SURROIM, PAVERS 1,116 SF. 834 * 50% (PAYM). 411 EGUIPMEFIT PADS 9 SF. 36 SF. ET TOTAL IMPERVIOUS SIMACE AREA 3,%18F 4386 6F. % IMPERVIOUS 1 39D% 1 44ID % is 65 3a'29° W IOasr'�e Z IMPERVIOUS SURFACE • «421 SF. L�116 OIN1111tw4clill Q z REVISIONS W U 0 F -•I Wwo U .� Ln woou Fit O z � z Q Q DATE OF ISSUE B DRAAWNWN BY: MGP SHEET NO. ROY T-1 1% SILT FELE W/ FILTER CLOTH (MRN4, POLYFILTER OR A PPRCIYW EQUAL) ON WOOD STAKES • MAX V-0' Or - 1% L FENCE AFTER PLACING FENCE STAKED TURBIDITY BARRIER SCALE: 3/4' -l' -V' L PLACE FENCE AT ENTIRE PERMMETER OF SITE AS SHOUX 2. FENCE MAY BE REMOVED AT WOW AREAS DURING WOW PERIOD, BUT SHALL DE REPLACED AT THE END OF WOW Ptil=. --- -- +— YAI® SETBACK LRE 1 10�ACCESSORY � _ 1 i {-----_--.------------ 7 1 I i 1 , I , Y I D'E N C E 140 EXIST LOT 8th. FIOUBE STREET ACCESSORY STRUCTIRE - DRIVE, WALK I= PAVERS ATLANTIC EOLIPMENT PADS 9 SF. TOTAL IMPERVIOIIS SIA*ACE AREA BEACH, % RIPERVIOUS 398% FLORIDA I 1 -- 1---- i ( I 1 - li --- L I 1 �C 1 I 1 I 1 I I 1 1 EX15TING 51TE PLAN SCALE: U8'-1'-0" 8th ST ET IMPERVIOUS SURFAC AREA: EXIST LOT 9,9!59 8 FIOUBE 2]36 SF ACCESSORY STRUCTIRE - DRIVE, WALK I= PAVERS 1,118 OF. EOLIPMENT PADS 9 SF. TOTAL IMPERVIOIIS SIA*ACE AREA 3,9818 - % RIPERVIOUS 398% --'I --- — —---.------ MOAPVLr?-n r -r" -r-1,-7 —_". ----- r 1 1 I L_ --I--------- --*:wA;owpp"' ---- 886'32'29"W 10262"Eo it l:ALCULATION5:; r>� NG: 9POST ,963 SCF NSTRIIGTIOFL �> �NE�J 5' TE L 3,496 SF. SCALE; V8' -I'-0" 440 Of. 834 • 60% (PAVERS)- 411 y 36 SF. 4388 8F. 44ra % WOWS QIMPERYIOUS SURFACE - 421 SF. 1 LTOui MIN NI Ml ii-imal 60- In, REVISION BP#L6-�1-='(Z-/-//6 DATE -� 15F�k SIGNED K REVISIONS DATE OF ISSUE 4.20-16 DRAWN BY: NGP SHEET NO. ROT T-1 Lr0j