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2347 FIDDLERS LN - PERMIT RES17-0129
CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 2471-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL 8Y 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0129 Description: NEW SINGLE FAMILY WITH DRIVEWAY AND FENCE Estimated Value: 386471.25 Issue Date: 9/27/2017 Expiration Date: 3/26/2018 PROPERTY ADDRESS: Address: 2347 FIDDLERS LN RE Number: 169463 0112 PROPERTY OWNER: Name: HAMMOND JULIE A TRUST Address: C/O JULIE A HAMMOND TRUSTEE5823 PIN OAK COMMONS CT BURKE, VA 22015-2841 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: GLENN LAYTON HOMES Address: 517 Canal RD PONTE VEDRA BEACH, FL 32082 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. .i+r'1�7 •j�� Ji.•r F;1 Permit r' s) ...� ofAtlanticBeach Permit Number: RES17-0129 Description: NEW SINGLE FAMILY WITH DRIVEWAY AND FENCE Applied:8/8/2017 Approved:9/25/2017 Site Address:2347 FIDDLERS LN Issued:9/27/2017 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: HAMMOND JULIE A TRUST Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ"NO `,' ADDED DATE ' REQUIRED`DATE SATI SFYDAT.E TYPE y':: „ ;;',S"TATUS DEPARTMENT : = CONTACT REMARKS 1 8/15/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Notes. A ? k Z.Avoid damage to undergroundiwater and sewer utiUtie' Verify vertical and horizontal location of utlliiles.Hand dig necessary 'Ifafield co d' is`needeii,call 247 5834 ° 2 8/15/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes } Ensure a' meter boxes,sewer'cleanout5 and 'valve covers are set to grade and isible rn 3 8/15/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore F Notes r. A sewer cleanout musfbe mstalled- the property Imes Cleanout mus be covered with an RT1 concrete'box with metal lid: Cleanout to be set to 'k grade and visible ; < ° 4 8/16/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams FUII erosion control rrfeasures must bejnstalled and approved prior tegmning"any earth disturbing activities Contact the Inspection Lige(247 5814)to request anErosion and Sediment Control Inspection priorto start of'construction t w f., f rt 5 8/16/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes s :f ; ; All runoffmust remain on site during construction r w� oqtzs° Printed:Wednesday,27 September,2017 1 of 2 Permit Conditions City ofAtlanticBeach 6 8/16/2017 ROLLOFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes `w Roll off containe(compan(must be on,Gty approved)isx Advanced Disposal,Realco Recycling,ShapelPs;Inc,Republic Services) Container cannot ` be placeid ori Gty right=of-!Way., 4 >` 7 8/16/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes ; r r Ful l°right of way restoration;,inciuding sod,is regwred, -' m^ a • 8 8/16/2017 RUNOFF INFORMATIONAL PUBLIC.WORKS Scott Williams r, N otes F All runoff must remain-on site. Cannot,raise lot'elevation :j '4 �- 9 8/16/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Note's ,' r.g Maximum driveway width within the City right of way is 20' ` 10 8/16/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams An �lan,chan g a must be submitted as�a Revision to the Building Department / Printed:Wednesday,27 September,2017 2 of 2 lig x4� '''��� f City of Atlantic Beach _ APPLICATION NUMBER � Building Department i ? (To be assigned by the Building Department.) f 800 Seminole Road- ' AUG 0 9 7� - Z Atlantic Beach, Florida 32233-; 5 �7 .r Phone(904)247-5826 • Fax(9 247-5845 uMI;; E-mail: Jbuilding-dept@coab.us-, Date routed: City web-site: http://www.coab.PY APPLICATION REVIEW AND TRACKING FORM Property Address: fQ) Department review required Yes No in Applicant: G L��P,3 LRY'` " H O t"67 anning &Zonin Tree�Adminii ra or Project: I _ :�—� I; =m - -- _t _ b�ic�wor _ _ is Utilities Public afety Fire Services - - --------- - - - - ---- -- - - - - - ---- - _.._- --- - `Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ®Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed TREE ADMIN. Second Review: ❑ pl? []Denied.A roved as revised. Denied. ❑Not applicable PUS` WORKS Comments: � - PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I I MU City of Adandc Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904)247-5826 Fax: 904 ( ) 247-5845 Job Address: �� ®am e L -mr Permit Number:_ (,�S - -7 -012: 9 Legal Description LQn 52-1 9A rr w uf RE# ®10 Valuation of Work(Replacement Cost)$ 3a s�:�� Heated/Cooled SF Non-Heated/Cooled p(<��_ o Class of Work(Circle one): New Addition Alteration Repair Move D o Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No ALJ 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: pAF aa SV�Ae Florida Product Approval# for multiple products use product approval form Property Owner Information Name: _ c Address: PA City s A -f' State Vk Zip_, 0 p j Phone E-Mail 4. - Owner or gent(If Agent, Power of Attorney or Agency Letter Required)_fin Contractor Information Name of Company: p_ � qQ-y��, e �IL,gQualifying Agent: Cd rpabk p� Address HZW'i 9AIh& aP.y_% CT. City �a� State f-L- Zip �222� Office Phone_ 64)3S&-t{320 k� Job Site/Contact Number TQk.A -I$g&—fqj State Certification/Registration# Cr.c0 9 sfs2 E-Mail "- Ei G .�� Architect Name&Phone#. Y p6SO .� Engineer's Name&Phone# c� 0 Workers Compensation I 9 J Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO EY R ORE RECORDING YO =EOFCM OMEN HENT. (Signature of Owner or Agent including Contractor (Signature of Contractor) ti/ orn to(or affirme ) before m this _�ffay ofSigned and sworn to(or affirmed)before me this�5day of O % by e 2�/ .by rL>"i Z REGISTRATION NO. O = G U 257541 : Z= (Signature of No ary) (Signature of Notary) MY COMM.EXPIRES: _ 09/30/2017 � ' 09 30/2011 7 t1y Jiliian Giordano(dein 't, NOTARYPUBLIC OR [�P�f [/Personally Known OR STATE OF FLORIDA �rq�llut+�l��dentification [ ]Produced Identification ce W CanGG012929 Type of Identification:- 0✓,�NrI,, � A) Type of Identification: s�yC€191e s est t 9 R.O.W. Permit Attachment of fora34-- 1FmbL w__% LANs R.O.W. Permit# X511- b 12M ``issued , 20 Atlantic Beach,FL 32233 Owner's Name: :4i& aE K, 'ri�Pt�MMpN� Property Address: -23 LIT Fibmx-Y-S L,A+-It. .ar-At-Me_ �"1Pct�(, � 32-233 Subdivision: U.E'AoSWAtX _ R.E. #: l A 14Le 3 D It z. REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 20 , by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and z't&,ar- 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: NEW -I�y1�1� fro•JSc.�ca�o^1 $rrllol -1 ��.�/ "'i`i iA M 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 certifi'e& mail, return receipt requested, to the following address: J3474- TL 3 7,213k, The depositing of said notice-of c'dncellati6n iri,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.andshall 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 CITY OF ATLANTIC BEACH f }' � CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road - VA�r'{ Atlantic Beach,Florida 32233-5445 Fax 904-247-5840 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date_ 501 7-11 2 PERMIT# Job Address X�211!3 y4 E n q^r'�S � �„ 2 2 ISSUED BY THE CITY Permitee: Lagmm 44gIVlES LL-e— Telephone#(gOLI Perm ittee Address: -ijl�{ ►� ©{fig c �,�Irsmsv,LLE FL- 322ZLI Requesting Permission to Construct:hNE)na +John Location: (Reference to Cross-Street)-Dy-mg SET 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/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No- ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) 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 Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of \ t4 }�Aer-1-T (C9t ctor's Project Superintendent) located at� �'� ; I pLc�„r,�,, J► ocl Telephone#9a4 -2-S-11- 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 cit! Right of Way are to be included with this application 7. This permittee shall commence actual construction in good faith with 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. 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 of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER INE _/ `��`.`@' 1j,0 N icy f• ®/ iii Signed: �- LC :k Date: 7 !s _\:GOi� qtly Zj p Before a is day of z!$ ! ,�County of D al,r-i".'My z Z REGISTRATION NO. Q State OW �da,has personally appeared =U 257541 :.Z Notary Pu IPc'at Large,State of MY COMM.EXPIRES;. My cc m is i n expires: Personally Known: 09/30/2017 , ao r2 Produced Identification: % of I Williams, Scott ,�.,�`�`' /,°'�1 /�/�� //�� ,Q / �� "0 From: John Harris <john@glennlaytonhomes.com> Sent: Tuesday,August 15, 2017 4:10 PM pKcrtW� To: Williams, Scott Subject: Re: Driveway Hey Scott, Thank you for pointing out the drive area drawn being over width. I have informed our customer that the driveway max width cannot exceed 20 feet. per the City of Atlantic Beach. and will be verified at final inspection prior to issue of certificate of occupancy. Thanks for offering a allowance for the flare at the street and we understand that the flare cannot exceed starting at more than three feet from edge of gutter and pavement line. Appreciate your help. On Mon, Aug 14, 2017 at 1:32 PM, Williams, Scott<swilliams@ oab.us>wrote: FYI i Sent from my Verizon, Samsung Galaxy smartphone Thanks Scott Williams Interim Public Works Director City of Atlantic Beach X John Hauis Office: (904.)758-4380 s 2 Direct: (904)219-2517 Fax: (904)56'_-3335 Email: John(i. lennLavtonHomes.com Mailing Address: 3787 Palm Valley Road Ste 102-157 Ponte Vedra Beach.PL 321182 Office Address: 4314 Pablo Oaks Ct Jacksonville,PL 32224 Website:www.GlennLaytonHomes.com 1 Property Appraiser-Property Details Page 1 of 2 JULIE A HAMMOND LIVING TRUST Primary Site Address Official Record Book/Page Tile# C/O JULIE A HAMMOND TRUSTEE 2347 FIDDLERS LN 06282-01881 9404 5823 PIN OAK COMMONS CT Atlantic Beach FL 32233 BURKE,VA 22015-2841 HAMMOND JULIE A 2347 FIDDLERS LN roperoperty Detail Value Summary RE# 169463-0112 2016 Certified 2017 In Prqgress Tax District USD3 Value Method CAMA CAMA Property Use 0000 Vacant Res<20 Acres Total Building Value $0.00 $0.00 #of Buildings 0 Extra Feature Value $0.00 $0.00 For full legal description see Land Value(Market) $210,000.00 $210,000.00 Legal Desc. Land&Legal section below Land Value(Aeric.) $0.00 $0.00 Subdivision 04147 OCEANWALK UNIT 01 Just(Market)Value $210,000.00 $210,000.00 Total Area 16194 Assessed Value $210,000.00 $210,000.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $0.00/$0.00 $0.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $0.00 See below exemptions and other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value $210,000.00 See below certified in October,but may include any official changes made after certification Learn how the Property Appraiser's Office values property. I Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales Histo iL.::J Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Un_qualified Vacant/Improved 06282-01881 12/12/1987 I$43,000.00 WD-Warranty Deed Unqualified -- Vacant- 10009-02043 12/19/2001 1$100.00 WD-Warranty Deed Unqualified lVacant Extra Features No data found for thissection Land&Legal 1+! Land Le al LN Code Use Description Zoning Front Depth Category Land Land Land -LN J Legal Description - ---- ------- - - -- - Units---- Type ----Value------ 1 42-1 37-2S-29E 1 0100 ARCS LD 3-7 UNITS PER ARS-1 85.00 175.00 Common 1.00 I Lot $210,000.00( 2 I OCEANWALK UNIT 1 3 I LOT 54 Buildings No data found for this section 2016 Notice of Proposed Pro Derty Taxes Notice RIM Notice Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back County $210,000.00 $0.00 $210,000.00 $1,711.75 $1,711.75 $1,623.80 Public Schools:By State Law $210,000.00 $0.00 $210,000.00 $956.34 $889.77 $906.89 By Local Board $210,000.00 $0.00 $210,000.00 $472.08 $472.08 $447.68 FL Inland Navigation Dist. $210,000.00 $0.00 $210,000.00 $6.72 ($6.72 $6.30 f Atlantic Beach I$210,000.00 1$0.00 $210,000.00 I$677.99 $677.99 $644.32 Water Mgmt Dist.SJRWMD $210,000.00 ($0.00 $210,000.00 $60.59 $57.20 $57.20 Gen Gov Voted I$210,000.00 $0.00 $210,000.00 I$0.00 $0.00 $0.00 School Board Voted $210,000.00 I$0.00 $210,000.00 I$0.00 $0.00 $0.00 Urban Service Dist3 $210,000.00 $0.00 $210,000.00 $0.00 $0.00 $0.00 Totals I$3,885.47 $3,815.51 $3,686.19 Just Value Assessed Value Exemptions Taxable Value Last Year $210,000.00 $210,000.00 $0.00 $210,000.00 Current Year $210,000.00 $210,000.00 $0.00 $210,000.00 http://apps.coj.net/PAO PropertySearchBasic/Detail.aspx?RE=1694630112 8/11/2017 Property Appraiser- Property Details Page 2 of 2 2016 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information :ontact Us I Parcel Tax Record I GIS Mao I Mao this property on Google Maps I City Fees Record http://apps.coj.net/PAO PropertySearchBasic/Detail.aspx?RE=1694630112 8/11/2017 :.5# �'•Sfr City of Atlantic Beach APPLICATION NUMBER Building Departmentrall iso (To be assi ned by the Building Department.) '. 800 Seminole Road Atlantic Beach, Florida 3223345AUG 0 9 2017 ' `�` ` Phone (904)247-5826 • Fax )247-5845 " E-mail: building-dept@coati. , Date routed: City web-site: http://www.coakf�S APPLICATION REVIEW AND TRACKING FORM Property Address: 7 C— lO b PS I P� *Department review required Yes No in Applicant: G�- Nim Layic)" H Ofn�Qning &ZoningAdminis ra or Project: I G.0 (Q C L L � - lic or s �-t ('C( AB 1� CC Public afety Fire Services Review fee$ p Dept_Signature w� 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 ATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING /AA r.1 (tic Reviewed by: �� Date: TREE ADMIN. Second Review: [Approved as revised. Denied. ❑ ❑Not applicable P WORKS Comments: I'cRj UB`®� P /~�j LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i City of Atlantic Beach st PUBLIC UTILITIES DEPARTMENT r 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date-1111 Project Address_�23'i :R n Uh g Number of Units ( Commercial Residential V' Multi-Family New Water Tap(s) & Meter(s)�_ Meter Size(s) 3/4 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name I' L'Lu5- w6 Applicant Address�`���� B nl npm— r nml( o,3 S C �'r City State Vp zip 220 1!S;- Phone Phone (C 3> Z3�1 -- LqL' g Cell��3� ��— '-(oS( Email `d��AQ1.mnn 0(la ® COX. 1 Applicant Signature CITY STAFF USE ONLY Application# ZE-.5 1-7 -- Of Z`? Water System Development Charge $ ( q() ,, M Sewer System Development Charge $ e �� , Liu Water Meter Only $ 185-106 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ '5-0. 00 Other $ TOTAL $ q2 J Q (Notes) APPROVED Kayle Moore, P.E. Date �) Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER - zz4 Building Department (To be assi ned by the`Building Department.)- 800 Seminole Road t y Atlantic Beach, Florida 32233-5445F Phone(904)247-5826 • Fax(904)247-5845 s3 E-mail: buildin de t@ coab.us - Date routed: 9- P City web-site: http://www.coab.us AL APPLICATION REVIEW AND TRACKING FORM Property Address: 7—S4-7 Flo bcc-_PS I fQ) Department review required Yes No yYl in Applicant: G Le"P,3 LR [ON Ho /n=--s anning &Zonin Tree Adnninis ra or � is Wor s Project: 'yC� SIOC4,LC- �P�,t L_L4 ,/ is Utilities R:1_kV E(/0 fc Lt P01-1) Public afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ZApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: ��J PLANNING &ZONING Reviewed by: Date: 'd 5 '/-7 TREE ADMIN. Second Review: A roved as revised. ❑ pp []Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ' `��"''.J CITY OF ATLANTIC BEACH 4. 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 9�� Received by: Resubmitted: Permit Number: Original Plans Examiner: glut Project Name: �/�hrrlo�D iiecs Project Address: o23Y7 h nkbL:_ s Lnwf5- Contractor: 41-EA/1 t "TDAJ Apy"Es.,"c_ Contact Name: ty Kc.r7W Contact Phone : q()� 7-L1,Sel Mc*�,Re vision/Plan Check/Permit Fee(s) Due: 5 i Description of Proposed Revision to Existing Permit: D i EkJ CpynnigAds - i SEP 1-92017 I Additional Increase in Building Value: $ /' Additional S.F. - Site Plan Revised: Ya Public W/U Approval: By signing below.I(print name) J 1 w Arl K-c7ni affirm that the above revision is inclusive the proposed changes. 17 Signatur of Contractor/Agent(Contractor must sign irincrease in valuation) Date f i Office Use Only } Date: L' Approved:��_ Rejected: Notified by: Plan Review Comments: / �'e U w CU rn vr->°n �' me 7 . ,De artment review required Yes No Planning onl # Tree Adminls ra Plans Examiner Public Works ZS, Ip Public Utilities Public Safety Date Created 4113/16 Rc.3 Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD x ATLANTIC BEACH, FL 32233 F OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.22.2017 Permit#: RES17-0129 Site 4314 Pablo Oaks Ct.,JAX Site Address: 2347 Fiddlers Lane,A.B. Address: Review: 1 Phone: 758.4380 X-4,219.2517 RE#: 1 169463--0112 Email: jilliangglennlaytonhomes.com Homeowner: Julie A Hammond, Applicant: Glenn Layton Homes, LLC jahammond cox.net CO CTION COMMEN o7rrl-oI 't-urpartmven ts. 1. The energy calculations submitted are missing the Manual S compliance report. Please submit 2 copies. FBC2014 5t' Edition Energy Conservation- R403.6 . 2 copies o a u ac urer s ins a ation instructions for the Gulf oc metal standing seam roof are needed. This may determine what type of roof c Contractor shall sign and date 2 of the site plans with the proposed finish floor elevation. I will attach the formula for this procedure to the plan r w comment email. c Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax II(904) 247-5845 Ptu ki Rt v6,e l,J COrr+v+nQvt 8'• 2 2-�7 � 1 r' JSP s, CITY OF A'T'LANTIC BEACH 800 SEMINOLE ROAD 711 OFFICE C O P Y ATLANTIC BEACH, FL 32233 (904) 247-5800 CALCULATING MINIMUM FINISH FLOOD ELEVATION (FFE) Depending on the location, the minimum Finish Floor Elevation (FFE) for new construction is calculated three different ways in the City of Atlantic Beach. A proposed site plan is necessary to calculate FFE. The final minimum FFE must be the highest of the three methods. NON FLOOD ZONES: 1. City of Atlantic Beach. Per COAB LDR, Section 24-251(c), the minimum FFE, in the City of Atlantic Beach, is 7.5 feet above mean sea level (NAVD 1988). 2. Florida Building Code. Per FBC-R 403.1.7.3, the FFE must extend above the elevation of the street gutter 1-FOOT plus 2% slope (HEIGHT ABOVE STREET) (See examples in table below) HEIGHT ABOVE STREET: 2% at 20 feet from street= .4 feet Total height above street = 1.4 feet 2% at 30 feet from street = .6 feet Total height above street = 1.6 feet 2% at 40 feet from street = .8 feet Total height above street = 1.8 feet In non-flood zones, minimum FFE must be above 7.5 feet (NAVD) and at least the appropriate HEIGHT ABOVE STREET in front of the building, whichever is higher. FLOOD ZONES: 3. Per COAB LDR, Section 24-251(c), the FFE must be 2.5 feet above the Base Flood Elevation (BFE) or, in an A Zone, 4.5 feet above the highest adjacent grade and at least the appropriate HEIGHT ABOVE STREET, whichever is higher. The BFE for any location can be found on the 7/29/2016 Flood Insurance Rate Map (FIRM). * Other Code provisions may apply. DJA 9/08/16 Bufadahg Permk Appkataon OFFICE COPY Cky of Adantk Reach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 r Job Address: �,� ABSoLrx-s Permit Number: -RGS l -7 —C" Legal Description IA,T 5XI UmT / ®e ( A Atif RE# lle-94 f 3 Q(J� Valuation of Work(Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled o Class of Work(Circle one): New Addition Alteration Repair Move Derno Pool Window/Door o Use of existing/proposed structure(s) (Circle one): Commercial Residential o If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No o 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: �q�,� IFDQC4-i M r aE o vgzA 41aA A-1 Florida Product Approval# for multiple products use product approval form_ Propertd Owner Information Name: ® Address: City State Zip lam Phone Z.3 a 171-61® E-Mail (a Cox. fid' Owner or gent(If Agent, Power of Attorney or Agency Letter Required) �j-Ad-I r .#Ayywy agt�, Contractor Information Name of Company: ,�'. Lzt eA LA-trbei-4� .lT LC- _Qualifying Agent: rytr P- . R- q ,�p�yrnt S AddressL43%i 9AIDL& Dftf. C.Y. City Ca\(tLA.E State fL- Zip 3Zz2-q Office Phone &14)ISE-sap X`'( Job Site/Contact Number_.Irok4 -H S s 41.9- 2 --7 State Certification/Registration#CgC031"2. E-Mail Ii n &=�M Architect Name&Phone# Y%LA l a ASSO 3 Engineer's Name&Phone# l- Workers Compensation 0— g Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO EY13 ORE RECORDING Y® R NOTICE OF CONIMEN HENT. - , L (Signature of Owner or Agent including Contractorl, (Signature of Contractor) d/sworn to(or affirme )before m this/EJay of Signed and sworn to(or affirmed)before me this day of p ' /:7-by afiGl�y 2.147- by T,=i;,J 2:REGISTRATION NO. 0 U : 257541 : Z = (Signature�Noy) (Signature of Notary) COMM.EXPIRES: 09/30/2017 Jllffan Giordano Iaefn ij/o. 11 NOTARYPUBLIC OR [/Personally Known OR STATE OF FLORIDA atio [ ]Produced Identification Comm#GG012929 Type of Identification: �Ol/b�fyl� � � Type of Identification: 1mo-Expires 8/20/20,20 OFFICECOPY DO NOT WRITE BELOW OFFICE USE ONLY Apphca e Co es:ZO.ZOFLORIDABUILDING CODE �ey�iew�.esu�t �ci�°cle one)• . Approved Disapproved AA roved pp w/ conditions Review initials/Date: i?/I Development Siize - , Habitable Space o'2S Y S,�'N®n-Habitable Flo r F. , Impervious area ` Ms-cella-neous Infoirrmation )ccupancy Group X-3 ype of Constructio-n V umber of Stories / Dning District ax. Occupancy Load 'e SprHders Required )od Zone Mdntnons/comments: rm' `7 - 01-29� OFFICE COPY NOTICE OF CONIAlE CEM ENT State of fl_0121 Doc#20'i 7i 83751,OR 3K 18079 Page 967, Number Pages:1 No. I LP9 4 U 3 0112- County 1(ZCounty of jU4NL— Recorded 08/07/2017 at 11:35 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL To Whom It May Concern: COUNTY RECORDING$10.00 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: LOT Address of property being improved: LA,�c Ai ut,%RL General description of improvements: D1ys1er"c-RoIJ OF S,,5r_LE , yC Owner: IA-LAC Address: o23 4�IN �At� Cmrv►t�oJS Comer, 1� V� Owner's interest in site of the improvement: j-� 22.0 I-<- Fee Simple Titleholder(if other than owner): Name: Wtractor: Gs-LC LAq ibA �-I aNxLIQ W Address: q3 I`f F, ,6W O p S Catit.►e_r • J_P�kSoNV�► 7 y � 2 ' Telephone No.:�,qaN��-gsgb X y Fax No:-&Y0 Y0 22.- 3,3 3 S Surety(if any) Address: Amount of Bond$ 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 /?01/-, G Signed: "c9 Date: T" Is-- 10 \`Q� pAONIyFg �j,�' Before me day of / /. in the County of pT�gvval.State S = ..,C;o �r�.�.� Of F Hda, as personally appeared 2:REGISTRATION NO. 4: Notary`Public at Large,State ofAT d ounty o U : 257541 :Z f My commission expires: am„/� ? :MY COMM.EXPIRES: = Personally Known: 09/30/2017 Produced Identification: STA CITY OF ATLANTIC BE=ACH 4RJ 800 Seminole:Road Atlantic Beach, Florida 32233 Telephone(904.)2:47-5800 Wnar1' V FAX(904)247-5845. . �ftr,lq��;r - REVISION REQUEST-SHEET-.OR CORRECTIONS TO REVIEW COMMENT Date: /�' /7 9 Received by: Resubmitted::;. Pennit.NumbeES.�'-�" V��- -. . Original Plans Examiner: r ,q,� Project Name: i*'zrno-p Y�iD:�.leF Project Address: 3.�7� Contractor: 4tom / wamisi c4e_ : _ Contact Name:: Contact Phone : qb • q 2-LI!_ 10.2- Contact e-mai 1-:: I P.n n 16La 4g � _c�•t�:_ ._- Revisiori%Plan Check/Permit Fee (s) Due: $� { 6eription .-Proposed Revision to Existing Permit: j D►2 �Z an1S 7� le�l/Il n'lEf� l ��n 2617 Additional Increase in Building Value: Additional S.F: PP Site:Plan Revised: YL3: Public W/kJ A roval:: �� By signing below. 1{Prit,i na,ne) SIJ w 4V1 �t C7'( aff inn that the-above rev-isign is inclusive f the proposed changes. _47 S igghattircYiof Contractor/Agent(conn'c(or must shit.irincrease i i valuation) Date Office Use Only Date: - - - Approved.' Rejected: Notified by: - -- P1arr Review Comment.s: Department review:required Yes No "100 — --- �t Plans Lxaininer Y'L - .- ... ... ... Tree:Adminis ra arm` Public Works. Public Utilities Public Safety-.- Date;. .. .. - .. - 7 .. .. - .. .. .. ��tte �� Cmated•/13 `I6-Ree 3 Fire Services �y City of Atlantic Beach .` Building Department APPLICATION NUMBER (To be as ed by the Building Department.) 800 Seminole Road r1 t Atlantic Beach, Florida 32233-5445 KGS l 1 z� Phone(904)247-5826 • Fax(904)247-5845 -mail: building-dept@coab.us Date routed: ] City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 Flo b Cf L PS Department review required Yes No din Applicant: G Lay,[per, H o MFe arming& in Treeinis ra or Project: � -Th G,0 - IL t_ is Wor s P_0,M Tis Utilities ���Cie Public afety d Fire Services eview fee $ De t Si nature - 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. ZoDoenied. ❑Not applicable (Circle one.) Comments: 11 BUILDING Over�4. PLAN N I NG-&ZLOLPNI_N`- y Date:��lb�1 Reviewed b 7 TREE ADMIN. Second Review: ❑ pp A roved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ZONING REVIEW COMMENTS si Ss� City of Atlantic Beach Community Development Department J r ' 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 8/16/2017 Permit: RES 17-0129 Applicant: Glenn Layton Homes Review: ZONING Address: 4314 Pablo Oaks Ct, Jacksonville Site Address: 2347 FIDDLERS LN Phone: 758-4380 RE#: 169463 0112 Email: jillian@glennlaytonhomes.com Correction Comments 1. Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordingly. 2. Side Yard Projections: Please show the roof overhang dimensions to the furthest point of projection. Informational Comments Brian Broedell Planner SEP 1 9 2017 i NOTICE OF COMMENCEMENT State of f 1012 iDflr- Doc#201798375'1, I�og i1 5'1,OR BK 18079 Page 967, U 3 O 112- Number Pages:1 No. 1—i County of 11ki (— Recorded 08/07/2017 at 11:35 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL To Whom It May Concern: COUNTY RECORDING$10.00 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: LOQ-- -54 O �WPyL (,1 AI.r �� fttle-t�r_ -ro PLpff- 130DY-- 4 2- j>6 S 'L— AS— Address of property being improved: x,34-+ 'i ppuees L.A,,4E A11,PIgnc. GEAg(� ji.3 2 2 3 3 General description of improvements: A-s-jl-LAXTI0" OF ltiG L.0 FIA08AILV -4,WAr -bFnk1n44Q----, Owner: "-Cuule Address: oZ3 ��� D rn Comer t�x.� 14A' Owner's interest in site of the improvement: 4C'E I�L r�PLt Fee Simple Titleholder(if other than owner): Name: Cpntractor:SSS L�t� -�ameS LLL W`` Address: L(31 q �W O A v-s/ C.au.Vz-r J Azlc�aNVdu r fi �-( Telephone No.:�964)�—�f38b X I Fax No: � i �jy 2- 3,g 35- Surety sSurety(if any) Address: Amount of Bond$ 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 J} / ��F j^�,L., \,p,l N E/� /iii Signed: 4i Zug-' 9Date: 7 ]J L7 Q ��% Before me i' day of �' jp/. in the Countyof I}t al; State -z': Pp�MONw�q�t/Zbn�S Of F f da as personally appeared `r Z:G -- _ .REGISTRATION NO. O= Notary`Public at Large,State of Fid ounty o p%,r�gt _—U : 257541 Z= My commission expires: ''_/moi :MY COMM.EXPIRES: = Personally Known: or 09/30/2017 Produced Identification: / UT'gRY TREE & VEGETATION REMOVAL PERMIT APPLICATION INS RUCTION•S � _ �i; a"" s City of Atlantic Beach J yaks f Department of Community Development (1) �ornplaseandsign�this f�o�m r .' 800 Seminole Road Atlantic Beach,FL 32233 (2a) At ach ,heorequiredsu)pportingexh'ib`itsal stedonthe appiication (P)904 247-5800 (F)904 247-5845 e ifllr kchecklist a t ag {3) Contact the'Department of CoAmu,At vWevelopment if your haue� , Single-/Two-Family Residential $125.00 questions orneed assistaPAN corn 01 tingp thew. Pff-kation ©r �< ++` ; r '�x K a R xsdeterrr��ning hich�exhibits arse required foryou,r particRl�ar pr©jec . IMulti-Family Residential $250.00 {4); SRIJmit thrs farm alo`ng�w,ifhallrequiredyexhibits ands payment to: Commercial/Industrial $250.00 yrs ' G 3 a R " R�I3heCiy oYA`tianc§ acY,ancl�n thegapproprrateamto nta(Rordin.g Y, to the�ap 1wa��gn�,fee"s listed to the ngh�t o the receptionudesk;at [ Institutional/Other Non-residential $250.00 fihe 'ildrngDepartment Application#TREE - SECTION I -SITE INFORMATION PHYSICAL ADDRESS L-A't1E. ATLpr 1T e &*CA _ fl-, 32235 if an address has not been assigned to this property,contact the AB Building Department at (904)247-5826 to request an address. SUBDIVISION&LE�WA'[..IL� BLOCK LOT 5L RE# (A1 L{.L,3 OILZ. SECTION 11-APPLICANT INFORMATION �_ OWNER LEGAL AUTHORIZED AGENT* NAME OF APPLICANT ��L,E `1'l�htY�flN� 'CLIEWIJ L TD t-� �toA&ES j LLL ADDRESS OF APPLICANT H 3 r{. Pfkl aW &ie-C cy9:,-I'.�PtLk OM41 �L A22-L4 PHON����> gjX� CELLC�a L12L.l_.Jr102 EMAIL 'It�li 2G�ennla� Iho�n�orws SECTION III-TREE&VEGETATION REMOVAL REQUEST I REQUEST THAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE FOLLOWING REASONS(check all that apply): r Vegetation(trees)are difficult to maintain/owner dislikes. r-i Trees are dead,diseased or so weakened by age,storm,fire,or other injury so as to pose a danger to persons,property, improvements or other trees. Vegetation(trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to public utility services. r Vegetation(trees)pose a safety hazard to buildings or structures. >J Vegetation(trees)completely prevent access or cross access to a lot or parcel. Vegetation and/or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for r' the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and/or trees. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF CHA TER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE COD S AND ORDINA ES OF HE CITY OF ATLA IC BEACH. SIG A URE OF APPL CANT DATE 1'ORIiN,TI'RNAL O f CE US ONLY y<, t ," _"r s' F IFR, LU x�2' ZUAR ', • <SA SR i e .. �j DEPTi'f� � ZONlNG �,k,� UBE�h •� ' N �, SR�2 t {�* ARFA" V I A' rWAly L OAB 'gxnk a b s g , iGR Y t n • •r S{ Tree&Vegetation Removal Permit Application_versionoi.oi.og TREE & VEGETATION ION AFFIDAVIT" � � `• Fj .. . .-City®f Atlantic beach" .. . " Department of Community Development �► =— Planning&Zoning Division {py 800 Seminole Road Atlantic Beach FL.32233 AY (P) 904 247-5800 (F) 904 247-5845 :PERMIT# SECTION I-APPLICANT INFORMATION r✓Owner(s) .r Legal Authorized Agent* r „ NAME OF APPLICANT NAME OF COMPANY (•Tww L4kq-Ibt,\ VAwwCS , ULC— ADDRESS OF COMPANY/ L?jtq P O S ,P��Sy1lLE 3 Z�r PHONE CELL( EMAIL N11�iaai��"1�2.no1�a.� in�olrues. CONTRACTOR CERTIFICATION NUMBER l.(TC X31 g� ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY Fl t)pue s I A-AC PnLWT1C.. &Acid, EL 2 33 Ifan address has not.been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION �D.` J� `()CL_ftt41.J1?o L Ukj%.r {kLDa ?LM- Pis g 1F LOT 5y t' BLOCK , SUBDIVISION REAL ESTATE NUMBER lUgy Lp 3 611-2- LOT OR PARCEL SIZE: I Lp 1151Sf- SQ FT X25 AC RESIDENTIAL f COMMERCIAL OTHER(SPECIFY) 1 1 affirm that I have reviewed the provisions of Chapter 2.3, "Protection of Trees and Native V.eR t6 af-t Municipal Code of :Ordinances for the City of Atlantic Beach, FL and/or I have dfricipated in a pre-applicatiIth,t Ir inistrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated veget t' da ��yed and/or removed from the above-described rad�acen properties In conjunction with this project. , SI TURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this Lj4, 'of ,by State of i County of 'I _A \\\\\Identification verified: Yes No Z:G Z:REGISTRATION NO. O U : 257541 ..4s Notary Signature :MY COMM.EXPIRES. 09/30/2017 My Commission expires: RE1NF�=v1�c1�RGIN�P''(J \\`� r//11111111111� i Jillian From: Brian Broedell <bbroedell@coab.us> Sent: Wednesday,August 16, 2017 3:47 PM To: Jillian Subject: 2347 Fiddlers Lane Zoning Review Comments Attachments: 2347 Fiddlers Lane ZRC.doc Please see the attached comments from zoning for your project at the address in the subject. Submit all revisions to the Permits Desk at City Hall. Thank you, Brian Broedell Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us i OFFICE COPY CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS ® ,a 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. DateI Z� PERMIT# 2 2 43 �6b��s �� ISSUED BY THE CITY Job Address_ )_ �`' Levo- "1� &R.1 FL 3223,3 Permitee: AL0 Jt 1 L," TOM 44,p, LES .//��LLl e- Telephone#(qbq �-LfM ),q),qPermittee Address: 4314 PitiSW Oft-S CW-91- SPrAcs&-sy�L.�E fL 3 2ZZy Requesting Permission to Construct: K�E]J -(arvtE Su.44L.E lLy 'DEll 4 touE im 7 oRciriES Location: (Reference to Cross-Street) t),1_e*t4 'Fr,2 T- DO-wE It loJxH I IR MLEYLC Lprt-lt= 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/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) 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 Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of <Tnµps, AAAV-eyc (C ntr ctoCs Project Superintendent) located at IpT S1 Qc_ElsI*4L4*%.u-_ Telephone#°9DN -ZS 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 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. 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 of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. `\��``` PAI N E� '%moi. OWNER .� P ..... 0 N B Signed: at7�� D 7 a_. e: Before4da�j day*of / n the C unty of al " � ='2 REGISTRATION NO. O = State O has personally appeared 257541 : Z Nota Lar, e,State of F '�ount of al f�ticrl�O M1'COMM.EXPIRES; ` rY 9 09/30/2017 My com is i n expires: Personally Known: reof VIRGI Produced Identification: •.......N, RyI PVg OFFICE COPY Oceanwail Association, qac "A Deed restricted community" Signature Realty&Management 1301-A Penman Rd,Jacksonville Beach,FL 32250 0:904-241-5221 x 116 F:904-241.3581 -ARC Approval - August 2, 2017 Julie Hammond 5823 Pin Oak Commons Court Burke,VA 22015 RE: Lot 54, Unit 1 2347 Fiddlers Lane Atlantic Beach, FL 32233 Dear Tulie, Per ARC meeting on 8/1/17, your request was approved as submitted for: New home construction—plans approved as submitted. Thank you in advance for your support of Oceanwalk. Sincerely, Mi ����� c ele Richey-Mart n, CAM Manager On behalf of the Board mrichevmartin 6,,srmifl.com Cc: Owner file Glenn Layton Homes Jillian@glennlaytonhomes.com a City of Atlantic Beach f�, Building Department OFFICE COPS �. js1 800 Seminole Road j Atlantic Beach, Florida 32233 J Telephone(904) 247-5826 F Fax(904)247-5845 JF3l>� http://www.coab.us July 17, 2017 CHANGE OF ADDRESS NOTIFICATION Please be advised that the following addresses have been changed and adjust your records. Residential Commercial X Address RE# Legal Descri tion Old 0 Oceanforest Dr N 169463-0112 42-1 08-2S-29E Address(es) 09-2S-29E 37-2S-29E OCEANWALK UNIT 1 LOT 54 New 2347 Fiddlers Lane 169463-0112 42-1 08-2S-29E Address(es) 09-2S-29E 37-2S-29E OCEANWALK UNIT 1 LOT 54 This address change is being done in order to clarify the address of the property in question. It is the property owner's responsibility to paint the correct address on their meter can(s) in black enamel and to install numbers on the front of their house in a contrasting color that are a minimum of 4 inches (102 mm) high with a minimum stroke width of '/2 inch (12.7 mm). Please be aware that addressing does not determine required zoning setbacks related to front, side or rear yards. Should you have any questions regarding this matter, please feel free to contact our office at(904) 247-5826. Sincerely, I Dan Arlington I Building Official City of Atlantic Beach f 13 1 i`, cc: City of Atlantic Beach: JEA Shannon Leggett AB Police Department leggsk@iea.com Frederick Gilbert cc: Gerald Donskey f ilk bert@coab.us DonsGW@jea.com AB Planning Department City of Jacksonville Derek Reeves Property Appraiser dreeves@coab.us Land Records Division Vicky Conner vconner(c�,coj.net AB Public Utilities Department cc: Dawn Barnes Kayle Moore dbames@,coi.net kmoore@coab.us City of Jacksonville AB GIS/Cross Connection Addressing Malcolm Clemons Clay Whitfield mclemons@coab.us clayw@coi.net AB Public Works/Utilities Duval County 911 Emergency Coordinator Lisa Showman Pat Welte lshowman@coab.us patricia.welte@iaxsheriff.org Jennifer Perrone jperrone@coab.us United States Postal Service Attn: Post Master AB Finance Department 1001 Mayport Road Carlene Matthews Atlantic Beach, FL 32233 cmatthews@coab.us Duval County Tax Collector AB Cust. Svc. Supv. 1505 Atlantic Blvd. Jim Perkins Neptune Beach, FL 32266 jperkins@coab.us AB Building Department Toni Gindlesperger tgin@coab.us Jennifer Johnston uohnston@coab.us l: a it laAGra '1r2eeEtplaxe � .,- a . •-_ _ w�trttp.?gizmepseoj.net'6VEHSITE'4inalt.MpsSQL".iennhtm?la}ros-0110!111Crt3G!17dCA�GUiACn�605Cd�76�7(% 'iAb}p06�0(NA�90Cn77DOrk50006IHk1pDiAnODQ70DtT1COJ119titteol:=Ya:iAct:2la,�c?,S,•Quay_FiFaL1}4;3D:�iJl&7:7E3p2]?3?7C+Qurry;aam�Yes -I a'2 C- ms DuvwtY' ops. �l tCt:n56tatl ,st3trtt.. 4«m ' 1 Pd3cals ' Soo RE W... 14001 dill- ', eMama - iLll JUilEATRiPST t �.. v i ..._I 2yµ 1 0 •J OOCEAA';C_ES7 OR?J - - -----•--� ( , 341185 251 us ( __ _-- ----_..-.- 1 ----- --- wddresa wTtAY7K BE:.CN .. rn j 231 Sas ala , m7 J f 1 Safi 127!1 . : .. 41f 403 911 J t - t t .TnaniaNia... 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( 1 1 I' 2270 2221 1 1113 asssp11 2243 y�`' I j ate.- -f Ci Gty,euttdings' 2229 ----� ) r' i 1171 J'•i 1122 nf-----.__-i 143 r� �� Lu I 227 �yyj Ait�1 R O - } 1222 ? :' ° 2v7 r ( Solas 2426 - ! � '•. { I 13771 { ,'� '• las 2418uv sz� m2' 3210 407 2m 3] 3775]Ss 7219 MY - uvps�+tc73®cafravm,`.ein ''�\\�` I few � j�,77ii"-au--.•2222 i Ii 2771 J . --�.� 524ft I r (l" :Salac.2t113 l: i u12__v A _ 22711 _- -_ - cir t1 rnap sY.e lmtt3 Y OFFICE COPY City of Atlantic Beach Complete dans Checklist Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5) sets of Site Plans. (Note: Commercial projects will need (3)sets of signed and sealed plans; one to be sent to Fire Department for review.) I�Cover Page: V Address of project V Occupancy Class: For One &Two family"Group R-Y. Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code and COAB Code of Ordinances. Energy forms as required by Florida Energy Code. d/ Index of all drawings & attachments and all pages numbered. d Printed name, contact info, date and signature of person responsible for the design of the structure. EV/Site Plan (Legal Survey): c( Distance of proposed house to property lines Q/ A/C compressors, generators, LP gas tanks, pool equipment etc. R/ Driveways, walkways, patios... (V Impervious Surface Area (lot coverage) calculations—tabulation of all impervious areas required o� Drainage plan with supporting on-site water storage calculations, and location of easements. Contact Public Works for information on On-Site Storage requirements for added impervious surface area. Erosion & Sediment Control Plans (Can be included on Site Plan/Survey): ✓ Silt fence location, construction detail and maintenance plan. ✓ Installation must be inspected and approved by Public Works before any site work is started. c� Inlet protection (if existing storm water inlets are adjacent to property. Construction Site Management Plan (Can be included on Site Plan/Survey): V Location of any proposed demolition A Grading &drainage surface water management plan ct✓ Onsite & offsite parking for construction workers A fA o Location of temporary fencing with height and screening indicated Q/ Location of(Atl. Beach franchise approved) dumpster. Location of construction trailer&chemical toilet. COAB Code of Ordinances—Sec.6-18 M Foyndation Plan: m° Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string stretched from marker to marker to verify required setbacks." 5y7 For Plan: 2Size and arrangement of all rooms and intended use. Locate air handlers, fireplaces, water heaters, attic access, etc. VLabel accessible 1St floor bathroom, egress, windows etc. Vlevations 12( tructural Engineering: Y Structural design criteria, loading requirements indicated. cy Shear Wall plan. c/ Size all beams, headers and support requirements. d Detail uplift& load path connections. o� Engineers embossed seal required. G/ Supporting structural calculations included. '07 FBC-Sec.1603 N Ro f Plan: Indicate how attic is to be ventilated. 1 3u]fLokTM Snap Lock Metal Roofing from GulfCoast Supply® http://www.gulfcoastsupply.com/metal-roofing/gulf-lolc-snap-lock-met... CALL US: 1(888) 393-0335 MON.-FRI.8AM-SPM EST FLORIDA METAL ROOFING METAL ROOF QUOTI MADE HERE o MADE NOW • MADE TO LAST lio�>METAL ROOFING PANELS>GULFLOKTM SNAP LOCK METAL ROOFIN OFF ICE COPY %7VL�' LVR { HIDDEN SCREW _ S ,'•, GULFLOK r -n' GULFSEAM VERSALOC MEGALOC EXPOSED SCREW GULFRIB SVCRIMP GULFPBR GULFWAVE Y^ F � �' • " •Specifications • Detail Manual - _ •FL Product Approvals GULFLOK THE SYSTEM COLOR VISUALIZER PRODUCT SPOTLIGHT WOUT GULFLOKTm AND GULFLOKHRTM SNAP LOCK METAL ROOFING FOR STANDING SEAM PROJECTS GulfLok7m and GulfLokHRTM are snap lock metal roofing systems.They are the most economical among GULFLOK our standing seam options.Snap lock metal roofing is safe,strong and energy-efficient.The GulfLokTM family of s_ panels require very little maintenance and upkeep.They 4 � - --- t2"and 76'.. .. _ .._ .d• are a great fit for medium-to-high-end homes,as well as many commercial projects. The GulfLokTM snap lock metal roofing panel has vertical seams that are 1"high. Panels are available GULF LOK HR with finished coverage widths of 12"and 16".The GulfLokHRTm snap lock metal roofing panel has i.,,2,•' _ _ ��� vertical seams that are 1.5" high. Panels are available with a finished coverage width of 15". Both GulfLokTM _ and GulfLokHRTM are custom-manufactured to specific length to provide seamless panels. Snap lock metal roofing "snaps" together. It is a hidden-fastener(standing seam)system.This means that the installed panel is free from any externally-visible fasteners.A smooth,clean appearance is the end result. Fasteners are concealed under the vertical seams.They are installed into an integrated,slotted strip, allowing the metal to expand and contract without compromising the structural integrity of the screws. MORE>> I of 3 8/23/17,9:48 AM GulfLokTM Snap Lock Metal Roofing from GulfCoast Supply(D llttp://www.gulfcoastsupply.col / etal-roofing/gulf-lok-snap-lock-met... GULFLOKTM SNAP LOCK METAL ROOFING SPECIFICATIONS Colors: 40 Colors, Including 20 Colors of Ultra-Fade-Resistive Kynar500®&Mill Finished Gulfalume Available Coverage: 12"& 16"Net Coverage Material: 24&26 Gauge Steel, 0.032 &0.040 Aluminum** Substrate/Warranty: AZ-50 GulfalumeTM/35/30 Year Premium Paint Finish AZ-50 GulfalumeTM/40/30 Year Standard Paint Finish Warranty AZ-55 GulfalumeTM/25 Year Unpainted Mill Finish Warranty 25 Year OceanGuardTM Salt Water Warranty** **Available options for OceanGuardTM Coastal Aluminum Roofing Series Approvals: Miami-Dade Approval 14-0520.03 FL Product Approval No. 11651.2, 11651.9, 11651.15, 11651.16 Minimum Slope: 3:12* *For applications on lower slopes, contact Gulf Coast Supply Substructure: 15/32" (min.)Plywood GULFLOKHRTM SNAP LOCK METAL ROOFING SPECIFICATIONS Colors: 20 Colors of Ultra-Fade-Resistive Kynar5006&Mill Finished Gulfalume Available Coverage: 15"Net Coverage Material: 24 Gauge Steel SubstrateNVarranty: AZ-50 GulfalumeTM/35/30 Year Premium Paint Finish AZ-55 GulfalumeTM/25 Year Unpainted Mill Finish Warranty Approval: FL Product Approval No. 18473.1 Minimum Slope: 3:12* *For applications on lower slopes, contact Gulf Coast Supply SubstYucture: 15/F37" '-1-1— ;11�— 01•aTf (� TAIL MANUAL GULFLOKTM SNAP LOCK METAL ROOFING INSTALLATION GUIDE View and douvn8®ad ®ger comprehensive detail manual and instaiia•i:i®n Guide for Gullf okTM metal roofing from Gulf Coast Supply and Manufacturing GULFLOKHRTM SNAP LOCK METAL ROOFING INSTALLATION GUIDE Please refer to our GulfLokTM detail manual. LRI A PRODUCT APPROVALS GULFLOKTM SNAP LOCK METAL ROOFING FLORIDA PRODUCT APPROVALS * FL#11651.2 IR? (NON HVHZ Metal Roof Florida Product Approval) 0.032"GulfLokTM 16"Wide Snap Lock Aluminum Roof Panels installed over 15/32" Plywood * FL#11651.9 ERZ (NON HVHZ Metal Roof Florida Product Approval) 24ga. GulfLokTM 16"Wide Snap Lock Metal Roof Panels installed over 15/32"Plywood * FL#11651.15 R2(HVHZ Metal Roof Florida Product Approval) 26ga. GulfLokTM 16"Wide Snap Lock Metal Roof Panels installed over 15/32"Plywood of 3 8/23/17,9:48 AM 'GulfLokTM Snap Lock Metal Roofing fi•om GulfCoast Supply® http://www.gulfcoastsupply.com/metal-roofing/gulf-lok-snap-lock-met... m'FL#116611.16 RZ(NON FIVHZ Metal Roof Florida Product Approval) 26ga. GulfLokTM 16"Wide Snap Lock Metal Roof Panels installed over 15/32"Plywood o NOA#14-0520.(93 (Miami Dade Notice of Acceptance) Minimum 26ga. GulfLokTM 16"Wide Snap Lock Metal Roof Panels installed over 15/32"Plywood GULFLOKHRTM SNAP LOCK METAL ROOF FLORIDA PRODUCT APPROVALS m FiL#18473.1 (NON HVHZ Metal Roof Florida Product Approval) 24ga. 1-1/2"GulfLok HRTM 15"Wide Snap Lock Metal Roof Panels Installed over 15/32"Plywood Like Share 17 people like this.Sign Up to see what your friends like. 3 of 3 8/23/17, 9:48 AM TM R FFICE COPY-. oas SUPPLY MANUFACTURING +.��ti t♦•ro r Aw t � si r.t S'� r.°, 'aF d ♦ r i . will . . �: „x./11/ �h �fx.,arrerwrY`e�lir4w�aa,_ •4�w_r�fi+'T iln^i i s. o - -� .`.+ . ¢ -•q,__ }, ,cam... 4 r i ttn i i • - w'w' '.4.. Ila ■n t-m I 5r-� GulO � AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING Gulf Coast Standing Seam Roofing Panels Since 2004, Gulf Coast Supply and Manufacturing has been happy to offer the -"—_ � addition of two styles of Standing Seam roofing ' r¢ to its other popular lines of roofing panels. Standing.seam,`the.Cadillac of roofing panel ` systems, offers the advantage of a completely hidden fastening system, eliminating the worry that sometimes accompanies the exposed fasten- �. 5' gra_ •^ ers of other styles of roofing.* Formed from 24 gauge AZ-50 Galvalume coated steel, coated with the best paint system available in any Fig. 1 The Gulf Coast facility r roofing, and with the added advantage of on-site panel manufacture (our most common arrange- ment for sale), we believe our product to be the x best and most affordable of its kind in north central Florida. Gulf Coast standing seam roofing comes in two styles, and each style is available in either Fig. 2 The Gulf Seam panel (top)features 13/4"ribs and of two distinct profile patterns. Gttlf Lok, our mounts with special clips;the 1"high Gulf Lok"nail-strip" panel(bottom)is our most popular standing seam panel. L . s The "rib" profile is shown on the upper panel, the "striation"profile on the lower. most popular and economical standing seamto Pew 1-7 panel style, features approximately one-inch 7ae2a�aa ��4j� ti �fi high ribs and a net panel coverage of either 12 or til-IU Branford ' a�sd I-75 16 inches. The "nail strip" and screws that ® a9 attach each panel are in turn covered by each _ subsequent panel as each overlapping panel O � ltl locks in place over the previous one (see Fig. 7). i r= : ; r. _ The Gulf Seam panel also uses a locking rib 19 cross st feature, but offers a 13/4-inch rib that attaches J city IYen on 1 Gulf of with specially designed clips. It comes in widths ;Mexico Cf A ,my `01 of 14, 16, and 18 inches. 51 �.�n 19 �Ghiefland Both styles of standing seam panel are '• � '-► GulfCoast ta 6 available with either striations or ribs, either of Suly H sea�h _ " � ^L_ pp which affords an attractive appearance according 27 14 miles south a , to the tastes of the customer. Consult Figure 2 of for the profile you would like for your standing cross City r seam roof. Fig. 3 Gulf Coast Supply is located between Cross City and Horseshoe Beach. *Any roofing system with exposed fasteners can be applied leak-proof if installed properly. We recommend employing only proven and reputable roofing installers. GuIfCoa�t AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING Gulf Coast standing seam roofing.is available in either 25-year aorylic-coaltd Galvalun 9 or any of over 20 colors; coinprismg'or,40-yeti low gloss .7 to .9 nitl full strdngtli 70%Kynar 56(liHylar: J .l F 5000 fluorocarbon-coating~over a urethane prinj�ar of.2 to..3 iiiil on the finish side, with primer and washcoat on Fig. 3 Gulf Seam panels, the reverse side. Metallic coatings are showing lap detail and also available and carry the same 40-year placement of UL-90 clips. warranty. We manufacture both stock and custom j trims and flashings, and provide screws and other accesso- ries specific to standing seam installation (see back page). f Gulf Coast Supply recommends the convenience of on-site manufacturing with our portable roll-former. Delivery or customer pick-up of crated panels is also avail- able at our facility near Horseshoe Beach, Florida(crating and delivery charges apply). ; t. - Fig. 4 Gulf Lok,paneis, showing lap detail'and nail strip.. While there are many possible trim and attachment solutions in the application of standing seam roofing, the Gulf Coast sales team endorses the methods shown in this manual as being among the best recommended in the standing seam industry. We are glad to offer our advice, suggestions, or comments to those who prefer variations of these procedures. We cannot endorse methods that are unfamiliar to the industry, however, and can only support those which meet the standards of engineering that have been passed in controlled tests, or have been shown reliable by experienced contractors. i 00 OPN GuIfCo6�t AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING Standing Seam Trim EndwallY 1 yf Ridge cap Wa Gatiletrm ('p X10) . Sidewall flashing°, j I� ' s\� \ \ LA ' !.v� 'Ea'-'-ve drip it!i" �,.� •�i tii�iii (�} �,� Ir� (111 'p�`"'(?a' i r-•-- l I- l i �, (( f I_ ; I itlgip• 12') J I I II Roll Lite Door IY4n:-:s i fli on- Flastiing CAUTION! clean all ' metal shavings and particles. offof, roof to '! avoid unsightly rust stains' Fig. 5 Roofing trims and flashings are named by the location or function of that particular piece on the building. Gu f o + AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING Installation of Panels Roof Pitch Florida Building Code requires a minimum pitch of 2/12 for the 13/4" Gulf Seam, and 3/12 pitch for the 1" Gulf Lok, to ensure proper water drainage. This means that the minimum roof slope required for all panels is either 2 or 3 inches of rise per foot, depending on which profile you choose. Consult our representative for recommendations for your particular roof pitch, and about roofing options if you have less than either of these minimums. Ordering and Applying Trim The most common flashing for standing seam roofing is the ridge cap, which is used at the peak of a roof where two opposing roof slopes join, and attaches to the roof with z-flashing. Other flashings that attach with z-flashing include transition flashing(which also requires panel starter), end wall and sidewall flashings. Panel starter is required to attach panels over valleys, Eave flashings include gable flashing, which runs up the sloped ends of the roof, and eave drip, which trims out the lower ends of the panels and provides a surface for the attachment of the lower end of the panel. Both gable flashing and eave drip are often applied above fascia trim, and may be attached with either surface screws or hidden eave cleats. For details about the application of each type of trim, see the details provided on pgs. 10-15. Roof Preparation Oil-canning is a wave-like, rippled appearance extending up the length of the panel after it has been installed on the roof. Any irregularities in the roof, including uneven plywood joints, warped plywood, uneven trusses, poor application of underlayment, the use of button caps with felt paper, etc., can promote oil-canning. Care should be taken to provide a flat, uniform surface on which to attach the panels. See page 8 for more details. Roof pitch must be given when ordering ridge caps, endwalis, valleys, and eave drip. When a steeper roof slope meets a lesser slope, both slopes should be mentioned when ordering transition flashing. Dormer detail Ridge cap ' °.Valley (P. 10)' Fig. 6 Most of the basic standing seam trims 1' are used on dormers. The bottom corners of Y . Eav( drip ial able-tri;m r. the dormer are similar to the � 13) -r �' (:p. 12) f placement of sidewall and endwall flashings on chimneys.All but valleys and eave drip require z-flashing; valleys require Endwall sidewall panel starter, and flashingy - J, flasliing eave drip may be screwed or (P•: ) /_ - (gip: fastened with eave f cleats. r,. is z� .T i ® � Gulf Codgt AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING General Principles of a TypicalFig. 7 Each panel should be installed over the extended Installation—Hidden Fastener s- eave drip, pressed down and System , attached with the appropriate 1 > fasteners,and eave hems finished before installing the next panel. 1 �5. ` ' ,,_ � drectio,�n of inns-tal�la-tion '� Except for only a few differences, the high-rib Gulf Seam panels and the low-rib Gulf Lok panels are installed in the same general fashion. Where pancake screws are applied to the "nailstrip" of the Gulf Lok panel, special clips (that require 2 screws each) are used for the Gulf Seam panel. When used, extended cave drip should be installed first along the drip edge of the roof. The lower end of each panel is then trimmed and the hem pre-bent before installation(see p. 12). The starter panel is laid out with the overlap side against an cave or wall and the hem pulled up tight and then compressed around the cave drip. The "nailstrip" (or clips, in the case of Gulf Seam) is screwed off completely with pancake screws before the next panel is installed. Care should be taken that the starter panel is square with the roof, since the first panel determines the lay of all that follow it. The pre-bent cave end of the next panel is then pulled tight against the cave drip and pressed or "walked" down over the first panel, its nailstrip secured, and the next panel applied, and so on. Each panel is always screwed off and the hem finished before installing the next. The unfastened length against the gable or wall is secured (then or later) with z-flashing and either gable rakes (on the gable cave) or sidewalls (against a wall). Ordering Roof Panels and Screws Care should be taken to order panels of the correct length to avoid having to make corrective measures after purchase. Panel lengths should fall 2 to 3 inches short of the ridge when a vented ridge is desired, and should ordered to extend 2'/z inches past the cave when being attached to extented cave drip (see p. 9 or, if being used with gutters,p. 6). The Gulf Coast sales personnel are ready to assist customers with information specific to their particular roof. Special, flat-headed screws called pancake screws are used to attach either nail strip panels or the clips that secure the locking panels. Woodgrip°pancakes are used when going into wood decking, or self-drilling pancakes for going into metal purlins. The same screws also secure attachment flashings like z-flashing, panel starter, and cave cleats. 1/8-inch stainless rivets are recommended for attaching ridge caps, endwall and sidewall flashings, transition flashings, and any On Gulf,Lok-(nailstrip) panels, screws should be other flashings that attach to z-flashing. centered in slot and should not be tightened See page 6 for more information on completely to allow for panel expansion. screw spacing and ordering. o . . t, ® ® • , ' GuIfLo AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING 2 Ridge Transition allow 2"between allow 2"to 6"setback* peak and panel '" but add V to Told back for hem Eave Upper section ' 2 to allow 2'/='extra: 6" 1'/z'for overhang,plus to fold back as hem hem k 1'/2"Overhang Lowers ctionhem Since allowance must be made in the hidden fastener system for hemming panels that attach to *4"to 11"for 1W Gulf Seam extended cave drip (see p. 12), these panels should Fig. 8 Allowances must be made when ordering be ordered approximately 2'/a" longer than the panels to allow for hemming of panels, overhang, substrate decking to allow panel length for the 1'/z" ridge venting, and errors. nose on extended cave drip plus the 1" hem. Likewise,panels ending in valleys should be ordered 1" longer for hemming,but with allowance made for a 3 or 4" passageway between the panel and the valley diverter to allow for the flow of water(subtract 3 or 4"). Where the deck makes a transition from a higher to lesser pitch, lower panels should be ordered from the transition point downward allowing for cave drip (as above), and upper panels must allow for a setback away from the transition point depending upon the roof pitch, the less the difference in pitch, the greater the setback, and the more the need for a longer length on the lower side of the transition flashing (see p. 15 for details). The general principles of attaching the upper and lower edges of standing seam roofing are most thoroughly covered in the sections on"Eave drip"(p. 12) and"Ridge caps" (p. 10). Trimming and Cutting Steel Panels The best devices for cutting steel panels across the profile are circular saws,nibblers, and various shear attachments for drills. Hand operated snips also work. Nibblers, and especially Carborundum blades on electric saws, however, do have a tendency to either leave hot metal particles that can burn paint surfaces or leave rust marks on panels and trim. The same is true of any filings left on the roof caused by the application of screws. Care should be taken to brush all such particles from roof surfaces immediately after application. To cut panels lengthwise: Note carefully where the panel is to be cut, and, using a straightedge, score deeply down the length of the panel with a sharp-pointed utility knife. Folding the panel along the score mark, and bending back again if necessary, should produce a clean break in the panel. Keep Materials Dry! Paint and finishes of Gulf Coast panels and trim are designed to withstand severe rain and wet weather conditions. Neither paint, galvanized, or Galvalume finishes, however, are designed to be in continuous contact with water for long periods of time. Damage will result if uninstalled panels or trim are allowed to remain wet in storage. Be sure to store material that will not be installed immediately in a dry location. Wet material should be air-dried and re-stacked if installation is not planned right away. I G.100 ulf AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING How to Figure and Apply Screws o 1 � PP Y Gulf Cleats and Other Accessories Lok � .��R��`�,`��y�trCS�` °y��.fQ`���,p��O� 10 Ridge cap 2 ,'_ _ 16. 30 2 J Standing seam roofing is particularly noted Extended xtEavdid yes L _ _ 1 � � 8 for its use of hidden fasteners. Pancake screws are P Ga Cble trim 1 1 8 '12 used because they are strong and yet have a low profile that does not interfere with panel and trim Sidewall 1 8 12 10' i installation. For nailstrip panels, one pancake screw Endwall 1 8 15 10' 1 is required every 10'/4 inches, (every other slot), --J Transition 1 which comes out to 86 screws per 100 sq. ft 1 8 23 yes 10' 1 of roof flashing for 16 inch panels. This makes the number of Valley 2 12 yes 20' screws necessary equal to the linear footage of the -- — ——' order times 1.15: Mg. 9 Above chart is for a typical Gulf Lok roof with all #screws = linearft ofpanels z 1.15 hidden fasteners. For each type of trim on the left, the Since other panel widths make the total for the amount of the necessary accessory at the top of the chart is shown in each box. While caulk will work where butyl entire roof to vary,please confirm all estimates with sealant is shown, we recommend butyl sealant on full your Gulf Coast representative when you place your lengths of trim because it is economical and easy to apply. order. For Gulf Seam panels,one clip is applied every 2 feet,with 2 pancake screws holding each clip.This makes 38 clips and 75 screws per square of 16-inch roofing. For solid decking,at least 1/2-inch structural plywood(5/8" for Metro-Dade new construction and for any high Policies All standing seam trim and panels are manufactured from 24-gauge prime coil stock. Trim is returnable as long as it is deemed as being in good,clean, resalable condition by our company's representative,free from scratches,mars, and other damage. The same general principle applies also to the return of accessories such as screws,boots,closures, etc. Trim that is custom-made is not returnable,and is considered the property of the customer once it has been made, whether paid for or not. See below for details. Delivery policy Delivery charges apply to all orders where delivery is requested, as well as crating charges when crating is necessary. Please consult your Gulf Coast sales department for details. Sales tax All orders picked up at Gulf Coast Supply,and all orders delivered within the state of Florida,are subject to state sales tax. Tax exemptions should be verified prior to delivery or customer pickup. Orders delivered out-of- state are tax exempt. Warrantied products Painted standing seam panels come with a 40-year coil manufacturer's warranty, and unpainted Galvalume�"comes with a 25-year warranty. All trim is manufactured from the best grade of stock in the particular color ordered. Indemnity All prices and designs are subject to change without notice Disclaimer While we have made every attempt at accuracy in this manual,we are not responsible for typographic, printing,or technical errors. Oil Canning—a repeating, wave-like appearance in the length of the panel—is a common and often unavoidable phenomenon in all profiles of standing seam roofing due to the large,flat areas within the panel.It is therefore not a defect,nor a cause for rejection. Since ordering panels without striations greatly increases the risk of oil canning, striated panels are recommended for standing seam. Return policy All panel orders and special order(non-stock)trim are considered the property of the customer-and non-returnable once they are manufactured. Only trim made from our normally stocked colors may be returned for a refund providing it is returned in a clean,resalable condition. Restocking charges apply. jp) .......... GuIfCca�f AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING Fastening Schedule for Various Wind Speeds Wind Speed Zone --- 110 MPH 120 MPH 130 MPH 140 MPH Roof Fastener Substrate On Center On Center On Center On Center 101/4'is every other slot Zone Type A Spacing Spacing Spacing Spacing Gulf Lok 24 ga. Zone 1 #10-12x1" CDX* 101/4" 101/4" 101/4' 101/4" < Fastener Spacing Zone 2 #10-12x1" CDX* 101/4' 101/4' 101/4' 51/8" (between screws) Zone 3 0.10-12x1" CDX* 101/4' 101/4 101/4' 51/8" *15/32' CDX/132' CDX •y" Wind Speed Zone 110 MPH 120 MPH 130 MPH 140 MPH (fir Roof Fastener - Substrate On Center On Center On Center On Center Zone Type A Spacing Spacing Spacing Spacing Gulf Seam 24 ga.\ Zone 1 #10-12x1" CDX* 24" 24" 24" 24" Fastener Spacing (clip spacing) Zone 2 #10-12x1" CDX* 24" 24" 24" 12" Zone 3 #10-12x1" CDX* 24" 24" 24" 12" V ! *1%2' CDX/1%," CDX Zone 2 s Eave a :. ................ ............................:.. a Fig. 23 Note: Dimension a is defined as 10% of the .................... .................................. minimum width of the building,or40%of the mean height =-----------Ridge---------= of the roof, whichever is smaller; however, a cannot be •••••••••••••••• less than either 4%of the minimum width of the building, Zone 1 Gable or3feet. \........................................ Eave Zone 3 Summary of Stock Trims and Flashings item special order information .Ridge caps (RC-7) State roof pitch when ordering. Also available in larger widths. Attached with Z-flashing (2 per ridge cap) and rivets. Eave drip (ED-7, ED-8) Specify roof pitch when ordering. ED-7 extended eave drip recommended (cleats necessary for hidden fastener installation.) Special tools required to attach panels. ED-8 requires exposed screws on panel. Gable flashings (EF-7, Screwless and step rakes available. Cleats necessary for screwless EF-8,EF-9,EF-10) rakes. Use butyl sealant between step rake and panel. Valleys (PV-1) Specify pitch when ordering. Panel starter necessary for hidden screw application. Butyl sealant used under starter. Sidewall (SW-7. SW-8, SW-7 & SW-9 (Gulf Seam) require Z-flashing and rivets. Use butyl SW-9, SW-10) sealant between SW-8 & SW-10 step sidewall flashings and panel. Endwall (EW-7) Specify pitch when ordering.Attaches with Z-flashing and rivets. Transition flashing _ Specify pitches of both roof sections. Attaches with Z-flashing and rivets (lower) and panel starter with pancake screws (upper). 1(888) i u 0000'*'� EwaGulfc&ist AKA STANDING-SFAM PANFL SUPPLY & MANUFACTURING Ridge Can r bo�- Ridge.cap The Ridge Cap is used to N 'l pre-cut seal the upper point at which f 'flshing\:'— two slopes meet. This can be both along the ridge of the roof as well as the covering for a hip, as well as on the I;n 7ched ridge of dormers. �.f' ,,- ing Attachment to the roof is "c k most generally accomplished through the use of z-flashing. Z- flashings are either notched or cut to length (to fit Fig. 10 To attach ridge caps, z-flashings are either notched (left) or cut into between panel ribs) and pieces(right)and mounted with screws at the upper ends of the panels. Caulk is attached with screws to the applied on the bottom side and around the panel ribs to seal the ridge against rain. roof through the panels. The mounted ridge cap is attached to the z-flashing with rivets. Ridge caps are in turn attached with rivets to the z-flashing. Whether the z-flashing is notched or cut to length,gaps between it and the panels should be kept to a minimum(no more than 1/4 inch)since the gap will be sealed with caulk. Mashing must be sealed both beneath and where it butts against the panel ribs with Solar Seal 900® caulk or equivalent. Thus sealed,z-flashing forms a water-proof barrier to protect the roof peak from leaks from blowing rain.When used on a hip roof,z-flashing is cut or notched at whatever widths are appropriate for the pitch and cut of the hip. Panel Starter rivet attaching ' `screw Closure butyl material caulk sealant x �z-flashing 3 � pancake screw ; �z �.�-� (�-•-�: f :�,, Tool aanel -, ,% r- eck Fig. 11 Ridge caps can be installed as vented(using panel starter and vent material)or sealed(using z-flashing), as shown also in Fig. 12. 393-0335 -FAX(352)A98-7852 4-www.Gu1fCoastSUPP1y.COM 10 111, 001, 0 4�,xgz . _ . ,, GuIfCoa�f ,NIZ-4 MKV /h ON' AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING '� - - When attic ventilation is desired, the decking must be cut at the ridge to let out - _ hot air. Vent clips are used to hold the vent material in place instead of z-flashing, and are applied one per panel. Closure material lays down as a continuous run over the ribs and is sandwiched between the panels and r the ridge caps. Vent material is either a sponge-like or a fibrous material that prevents insects,wind- ~ driven rain, and leaves and debris from entering the attic, while at the same time allowing the release of hot air out of the attic. Installation may require caulk to hold the material in place. If non-continuous Fig. 12 3-dimentional view material is used, it must be cut to the panel of ridge showing Profile width before installation. Vent clips and Profile Vent installed on left, and z- 7 closure installed on right. See opposite page for clip t. attachment details. Attachment 3_ flashings z-flashing 2" • Eave cleats allow the hidden fastener system to "� , „ Fig. 13 Pipe Boots provide a water- work with cave drip and gable 2 i8 tight seal around roof vents and rakes. The factory-hemmed edge come in a variety of sizes. They seal of the rake or cave drip fits around the "kick-out" of the cleat, with caulk under the base and which is attached to the fascia baord with pancake screws. around the pipe. To assure water tightness of the roof, avoid installing • Panel starter is used to attach the lower ends of hemmed over panel ribs. panels over trim above the cave, as with valleys and transition flashing. It is attached with pancake screws and sealed beneath with butyl sealant. • Z flashing is the basis for attaching five basic trims to the roof. When attaching ridge caps, transition flashing, and endwalls, z-flashing must be notched or cut to fit behveen panel ribs. when attaching gable trim and sidewalls, the z-flashing is not cut, but is mounted parallel to the ribs. Z-flashing must be attached with screws and, to prevent leaks, with butyl tape (or equivalent)underneath. Order ZF-7 for Gulf Lok, and EF-9 for Gulf Seam. For specifics, see each type of trim being attached. J I -, Gu'lfco�gt ' AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING have Drip Fascia l -- __ Fascia and extended eave drip provide a protective covering for the fascia boards and z, edges of roof decking at the drip eave of the building. Unlike conventional exposed fastener - roofing, eave drip on the standing seam roof also 1 acts as an anchoring device for the lower edges 1 "`'''. of the panels, allowing a continuation of the hidden fastener system all the way down to the soffit. Fascia are overlapped by eave cleats, which approximately line up with the roof edge f of the decking, and are held in place by pancake screws. The extended eave drip has an open hem that hooks on to the cleat at its lower end, and is -? screwed to the decking on the roof side. Panels Fig. 14 Layered view of eave, showing fascia(1), cleat are trimmed in a specific manner(see diagram (OPTIONAL) (2), extended eave drip (3), and panel(4). below), bent with a hemming tool, and crimped Note how the eave drip fits around the cleat(when around the extended eave drip, securing the installed)and how the cut panel fits around the"nose"of lower end of the panel. Screws applied to the the eave drip . "nail strip" of the Gulf Lok panel or cleats and screws in the case of P p ( Gulf Seam panels) secure the rest of the length of the panel. The same hemming procedure applies to valleys and transition flashing, although these are attached to roof cleats instead of the "nose" of the extended eave drip. See valleys and transition flashing (p. 15) for specific details. When ordering care must be taken to specify the correct pitch of " 11 eave drip to avoid either unnecessary effort in r r applying the trim Fig. 15 To apply panels Via, over extended eave drip, the panel is first ' trimmed, then folded with a hemming tool, and eave drip finally compressed around the eave drip with broad-nosed pliers. ® e e e G If ¢ AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING �� too steep). If more than one pitch is involved, specify pan pitch a� the number of each pitch (eave drip comes in 10-foot 1 lengths). Order 90 degree eave drip for square-cut dimensions pancake" 'I—extended Y eaves. screws—► eave drip While the hidden fastener system calls for eave eave ED-7 'k cleat cleats, exposed screws are a simpler and easier-to-install (OPTIONAL) extended eave drip option for eave drip. Surface screws are simply installed pan at intervals along the face of the trim. Finally, while the remainder of the roof uses hidden fasteners, some 4 installers elect to use screws in the conventional fashion pancake dimensions 1 screw (hidden) QED-8 z• along the eave only of the building. These simplifying eavedrp 1 Y, procedures both reduce cost and allow faster application Exposed � — � panel screws Ep_g of the roofing. (OPTIONAL) (conventional eave drip) Gable Flashing _ Gable trim serves a similar purpose to eave drip, but acts mainly to protect the exposed edge of the gable end of the building from both wind and rain rather than to serve any function in anchoring panels. The attachment of the eave side has the same options described under Eave Drip and Fascia, with regard to cleats vs. exposed screws. For the hidden fastener system, the roof side must be attached to z flashing that runs parallel to the simplified view without eave drip or fascia panel ribs and is in turn fastened to the roof Fig. 16 Standard Gable trim (EF-7) attaches to the z-flashing with screws and sealed with butyl tape or with rivets and to the fly rafter with either eave cleats (hidden comparable sealant. fastener system) or exposed screws. The step rake option is A common option in gable trim is the use shown below. of the step rake, which simplifies installation by allowing exposed screws at intervals along its length on the roof side (see diagram below). rivet y zl=-7 Either type of gable trim must be fastened to ♦ _ ) z-flashing the eave by either eave cleats (with hidden i flashing VII - -- - pancake screws) or exposed fasteners. ealevt nail-strip panel pancake EF-7 style le EF-9 style Y High-rib Low-rib but I it-a* EF-8 Gulf Lok eave cleat with seal. t pancake screw gable rake gable rake anel -i Step Rake option (Gulf Seam) (Seam) Lok) decking a=23/4 a b b= 23/4 IF—a—�I N— —>i " �i Exposed Standard panel screws EF-10 Gulf Seam b a -41/4 b a—=-4'/4 Step Rake b b =3'/2 Gable b =23/ a = 23/4 EF-9 Rakes 10 EF-7 Step rake b = T/z Custom dimensions:specify length for"a"and"b" �. / !!WK GuIfCo�gt AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING ® Side-wall Flashing b Sidewall installation is similar to that of gable trim. As with the EF-7 gable rake, the standard SW-7 sidewall fastens with rivets to z-flashing installed over the roof panel and, like the EF-8 step rake, the SW-8 step sidewall mounts directly to the roof with roofing screws. Either style is attached to the wall with flat fasteners like pancake screws if installed under siding (as shown in figure 17), or with panel i screws (using the caulk edge SW-7-C, SW-8-C, or ;. SW-10-C counter-flashed version) if the wall side is exposed to weather. In either case butyl tape (or Fig. 17 Standard SW-7 Sidewall attaches to z-flashing equivalent) is necessary to seal under either the z- with rivets and is covered on the wall side by siding. flashing or the panel side of the step rake. Siding Siding ,,—Caulk osmmended SW-7 Standard �` a =4'/4 SW-8 Low-rib ) Sidewall b b = 33/4 j Stepped Sidewall SW-8-C Stepped (Gulf Lok*) panel Low-rib Sidewall rivet <—a—>I screws with caulk edge* butyl \ f—z-flashing sealant y I Gulf-Lok a =3 Gulf Lok ® panel b b =3'/z - panel 1<� sealant ,y awl impanel pancake-. , screw For custom sidewalls, order lengths a and b *Use SW-10 or SW-10-C stepped Sidewall for Gulf Seam End-wall Flashing ci Installation of endwalls combines principles similar to those described for sidewalls and ridge caps. Z-flashing is either notched or cut in lengths between ribs, and attached with screws and sealant. The endwall is attached to the z- I ' flashing with rivets, and to the wall with screws. When not --- �� covered by siding, the caulk-edge version(EW-7C) is h necessary to seal the wall side of the endwall. Specify roof pitch when ordering. caulk(solar seal® Siding _ recommended) EW-7 Standard EW-7C Standard Endwall /*4;, Endwall with 4 panel caulk edge z-flashing screw Fig. 18 Endwall flashing is applied where the l upper slope of a roof meets a wall. privet ` f ty b sealant �, 3nO/ , Pat) 1 For custom endwalls, order lengths a and b j� ���f ci�c•�_ ���'/°lei•/,.: pancake •\8�� screw 1(888) 393-0335 FAX(352),498-7852 www.GuIICQastSupply.com 14 s ■ 000, .. r '$ fit• ANA STANDING-SEAM PANEL MAN GuIfCoa�t SUPPLY & MANUFACTURING Preformed Valley ('E ° Panels ending in valleys must be cut and hemmed diagonally and attached to panel starter that is screwed down to the roof through the valley (see (. hemming diagram on p. 12). Because of the amount _. of water flow in the valley, care should be taken to yy apply butyl sealant or equivalent between the starter strip and the valley. panel cleat butyl sealant panel r 1 6 pancake scr w 9""\ q'to , Install panels 4 to 6" / rl:om diverter 1/ Fig. 19 Diagonally-cut panels are hemmed and hem"d bu 1 attached to panel starter that is mounted on the panel ' surface of the valley. Pe- �� Fig. 20 Lap detail for panel cleat on transition ~� flashing or valley. panel ® starter TF-7 Transition pancake screw` Flashing Transition flashing is required when a roof makes a change from a steeper to a lesser pitch. The panels of the upper slope are hemmed in the same .. fashion as they are for eave drip and attached in the same way as valleys to panel cleats. On the Y Y - _ lower side, the transition flashing extends over the panels and is attached to z-flashing with rivets. If the lower roof is steeper than the upper section, gambrel flashing is used, mounted in the same way. Be sure to specify both upper and lower pitches when ordering. Fig. 21 Transition flashing combines the attachment 4p�,crp�N1 panel cleat techniques of valleys (top of page) with that used with butyl _ transition flashing ridge caps(p. 10). Notice the panel set-back that allows Sealant `— %rivet proper watershed from the upper panels onto the lower. � 1� The less the difference in pitch, as well as the flatter the pancake screw /�� ♦�z=flashing roof, the greater the amount of set-back, and the more setback lower panel need for a longer"a"side on the transition flashing. The �'/ 1� butyl aliint-~--- need is magnified even more for the higher-ribbed Gulf /�dirne pancake screw Seam panel. ttsi y�� dimension`a„ Standard dimensions: a=6 ''/2" b=61/2" —►I Custom dimensions:specify length for "a"and "b" A11110000, r x Y G .10 ulfCo�& AKA STANDING-SEAM PANEL SUPPLY & MANUFACTURING P f RC-7 Ridge cap ED-7 eave drip PV-1 valley(pg. 8) EF-7&EF-9 SW-7 Sidewall EW-7 Endwall (pg. 11) (pg. 8) Gable rakes(pg. 9) (pg.9) (pg. 10) FF, TF-7 Transition Eave Cleat ED-8 eave drip SW-8&SW-10 ZF-7&ZF-9 EF-8 &EF-10 flashing(pg. 10) (pg. 8) Step Sidewalls Z-flashing Step rake Panel Starter UL-90 clips Profile Ventclips Vent Rivet s Pancake screws kt 1$ ZF Radiant Foil Butyl Tape Solar Seal Insulation Pipe Boots(pg. 11) Electrical Boots Lifetime screws Guide to Misc. Accessories item application pipe boot Fits over vent and heat_pipes. Available also in'heat-resistant boots. electrical boot Fits around pipes with inaccessible tops (such as weatherheads). UL-90 clips Used to fasten down Gulf Seam panels.Held down with pancake screws. Peel and Seal° Seals hips under hip caps. Also, a general purpose sealing tape. touch_-up paint Hides scratches and mars,encountered in installation. butyl tape General purpose low-cost sealant, used on panel laps and under trim. Solar.Sear A superior general purpose caulk for all joints. Matches panel.colors. Low profile insulation Greatly reduces radiant heat when installed under panels. Pancake screws Used in all applications attaching metal to wood. 1", 11/2", 21/21' sizes. Stainless rivets Self-drilling TEK screws for metal purlins. Lap TEK screws draw together joints and attach trim. Lifetime screws Heavy duty coated screws; available in woodgrip and self-drilling. Revision date:16 August 2017. Major changes:Clarified lanugage that eave cleats are optional.This was original intent of prior manual. Application:This standards in this manual may be retroactively applied. 1(888) 393-0335-FAX(352)498-7852,-www.GulfCoastSupply.com 16 •y I FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET /�/ Project Name: Hammond Residence Permit# /QCs S 12—d12q Project Address: 2347 Fiddlers Lane,Atlantic Beach, FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin .or . Category/Subcategory Manufacturer Product Description Limitations of Use State# Local# A.EXTERIOR DOORS 1. Swinging-Garage Service Dr Plast Pro Fiberglass Door Per manual instructions FL-15213.1 1. Swinging-All Others PGT Vinyl FD-455 Per manual instructions FL-331.2 2.Sliding PGT Vinyl 5470 Series Per manual instructions FL-251.11 3.Sectional Thermacore Upward Acting Residential FL-16798.4 4. Roll u 5.Automatic 6. Other B.WINDOWS 1. Single hung PGT Vinyl 5400 Series Per manual instructions FL-1435.8 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed 6.Awning PGT Vinyl 5440 Series Per manual instructions FL 2329.4 7. Pass-through 8. Projected 9. Mullion PGT Vinyl Per manual instructions FL261.1 10.Wind breaker 11. Dual Action 12. Other FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET Category/Subcategory Manufacturer Product Description Limitations of Use State# Local# C. PANEL WALL 1. Siding NICHIHA Lap Siding Boards Per manual instructions FL-12098.1 2. Soffits KAYCAN LTD Vinyl T4 Soffit n/a FL-12198.1 3. EIFS 4. Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Metal Galvalume Gulf Coast Supply Gulf Lok Galvalume Standing Seam Metal Roofing Per manual instructions FL 11651.9 2. Underla ments 3. Roofing fasteners Coil Nails 1-1/4"gun nails n/a n/a 4. Nonstructural metal roof 5. Metal Roof Underla ment Boral MLT Underla ment FL-14317.1 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement adhesive coats 15. Roof tile adhesive 16. Other FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET Category/Subcategory Manufacturer Product Description Limitations of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other n/a Plywood n/a F. STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber GP I-JoistsFL-2023.1 GP LVL Beams FL-2023.1 4. Railing 5. Coolers-freezers 6.Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G. SKYLIGHTS 1.Skylight 2. Other FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET Category/Subcategory Manufacturer Product Description Limitations of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1 2 In addition to completing the above list of manufacturers , product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the'obsite available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Jillian Klein U (Contractor or Design Professional) (Print Name) (Signature) Company Name: Glenn Layton Homes Mailing Address: 4314 Pablo Oaks Court City: Jacksonville State: FL Zip Code: 32224 Telephone Number: 904-758-4380 x 4 Fax Number: 904-562-3335 Cell Phone Number: 904-424-5102 E-mail Address: fillian(a-)alennlavtonhomes.com OFFICE COPY Air Conditioning Contractors of America •Manua�hS�2nd Edition (2014)Residential Equipment Selection Project Information Design Information Name Julie Hammond Outdoor Design Temperature-Summer 95 Address 2347 Fiddler Lane Indoor Design Temperature-Summer 75 City Atlantic Beach Indoor Design%RH-Summer 50 State FL Zip Code 32233 Outdoor Design Temperature-Winter 29 System ID Project Location Elevation System Type Air-Air,Cooling Only,Single-Speed.Compressor,Mild Winter or Latent Load Manufacturer Furnace# AFUE Proposed Manufacturer Carrier AHUICoil# FB4CNP048L SEER 14.0 Equipment Manufacturer Carrier Condenser# CH14NHO48 HSPF 8.20 Manufacturer Package# Fan Speed Med Heat Total Sensible Latent SHR Manual J Load Calculations Loss BTUH BTUH BTUH 43247 41899 35059 6840 0.837 Enter the listed capacities from the manufacturers cooling performance charts that are equal to the design temperatures here Out DB per OEM Chart 95 Design Return Air Total Sensible Latent SHR In DB per OEM Chart 75 CFM (F wb) BTUH BTUH BTUH Capacity from MFG table 1440 68 46,000 35,520 10,480 0.77 Capacity from MFG table 62 41,940 38,630 3,310 0.92 Out DB per OEM Chart 95 Design Return Air Total Sensible Latent SHR In DB per OEM Chart 75 CFM (F wb) BTUH BTUH BTUH Interpolated Equipment Capacity 63 38,112 4,505 0.69 Excess Latent Capacity Calculation 42,617 -1,168 Capacity@ Design Conditions 38,112 4,505 0.89 Mfg.Equipment Match-Up Adjustment Factor 1440 1.00 1.00 Altitude Adjustments 1.00 1.00 Capacity@ Design Conditions 42,617 38,112 4,505 0.89 Equipment Capacity as a%of Design - 101 7 0, .,v§« 10 °k Oversizing Limits 115% 150% Altitude Adjustments Capacity Capacity Balance Suppfimental 100 Heat Pump Data @ 47°F db @ 17°F db Point Heat Required (if applicable) Cap.@47°F db I Cap.@ 17°F db 45,560 26,470 34.0 12.67 45560 26470 i FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Hammond Residence Builder Name: Glenn Layton Homes,LLC Street: 2347 Fiddlers Lane Permit Office: Duval OFFICE C O P City,State,Zip: Atlantic Beach,FL,32233 Permit Number:9y Owner: Julie A.Hammond Jurisdiction: "c /C 00 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3240.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2706.70 ft2 b.Frame-Wood,Adjacent R=19.0 533.33 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2575.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 2575.00 ft2 6. Conditioned floor area above grade(ft2) 2575 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. R= ft2 11.Duct s R ft2 7. Windows(454.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 435 a. U-Factor: Dbl,U=0.32 454.50 ft2 SHGC: SHGC=0.19 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.463 ft. Area Weighted Average SHGC: 0,190 14.Hot water systems 8. Floor Types (2575.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 2575.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits CF,Pstat Glass/Floor Area: 0.177 Total Proposed Modified Loads: 63.57 PASS Total Baseline Loads: 68.52 I hereby certify that the plans and specifications covered by Review of the plans and 'C'01E S74 this calculation are in compliance with the Florida Energy specifications covered by this AV Code. calculation indicates compliance Mep-Cra"�RAIAS ENGINEERING LLC with the Florida Energy Code.PREPARED BY: Before construction is completed DATE: 7/24/17 this building will be inspected for ' A. compliance with Section 553.908 * n I hereby certify that this bui ing, as designed, is in compliance Florida Statutes. with the Florida Energy e COD WE C¢� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ''2 S r i7 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Hammond Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2575 Lot# Owner: Julie A.Hammond Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Glenn Layton Homes, LLC Rotate Angle: 270 Street: 2347 Fiddlers Lane Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2575 20600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2575 20600 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 244 ft 0 2575 ft2 ---- 0.3 0.4 0.3 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 2982 ft2 752 ft2 Medium 0.96 No 0.9 No 0 30.3 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2575 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 Blown 2575 ft' 0.11 Wood 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N=>W Exterior Frame-Wood Main 19 48 10 480.0 ft2 0.23 0.75 0 2 N=>W Exterior Frame-Wood Main 19 20 8 10 206.7 ft2 0.23 0.75 0 3 S=>E Exterior Frame-Wood Main 19 41 2 10 411.7 ft2 0.23 0.75 0 4 S=>E Exterior Frame-Wood Main 19 27 6 10 275.0 ft2 0.23 0.75 0 5 E=>N Exterior Frame-Wood Main 19 54 10 540.0 ft2 0.23 0.75 0 6 E=>N Exterior Frame-Wood Main 19 12 8 10 126.7 ft2 0.23 0.75 0 7 W=>S Exterior Frame-Wood Main 19 66 8 10 666.7 ft2 0.23 0.75 0 8 W=>S Garage Frame-Wood Main 19 28 8 10 286.7 ft2 0.23 0.75 0 9 S=>E Garage Frame-Wood Main 19 24 8 10 246.7 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated Main None .4 3 8 24 ft2 2 N=>W Insulated Main None .4 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 6.0 ft2 1 ft 2 in 2 ft 0 in None None 2 N=>W 1 Vinyl Law-E Double Yes 0.32 0.19 33.0 ft2 1 ft 2 in 2 ft 0 in None None 3 N=>W 2 Vinyl Low-E Double Yes 0.32 0.19 33.0 ft2 8 ft 0 in 2 ft 0 in None None 4 N=>W 2 Vinyl Low-E Double Yes 0.32 0.19 9.0 ft2 8 ft 0 in 2 ft 0 in None None 5 S=>E 3 Vinyl Low-E Double Yes 0.32 0.19 49.5 ft2 1 ft 2 in 2 ft 0 in None None 6 S=>E 3 Vinyl Low-E Double Yes 0.32 0.19 13.5 ft2 1 ft 2 in 2 ft 0 in None None 7 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 6.0 ft2 12 ft 8 in 2 ft 0 in None None 8 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 24.0 ft2 12 ft 8 in 2 ft 0 in None None 9 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 96.0 ft2 12 ft 8 in 2 ft 0 in None None 10 E=>N 5 Vinyl Low-E Double Yes 0.32 0.19 13.5 ft2 1 ft 2 in 2 ft 0 in None None 11 E=>N 5 Vinyl Low-E Double Yes 0.32 0.19 16.5 ft2 1 ft 2 in 2 ft 0 in None None 12 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 24.0 ft2 27 ft 6 in 2 ft 0 in None None 13 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 36.0 ft2 27 ft 6 in 2 ft 0 in None None 14 W=>S 7 Vinyl Low-E Double Yes 0.32 0.19 66.0 ft2 1 ft 2 in 2 ft 0 in None None 15 W=>S 7 Vinyl Law-E Double Yes 0.32 0.19 6.0 ft2 1 ft 2 in 2 ft 0 in None None 16 W=>S 7 Vinyl Low-E Double Yes 0.32 0.19 22.5 ft2 1 ft 2 in 2 ft 0 in None None 7/20/20174:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 648.821 ft2 384 ft2 51 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1716.7 94.24 177.24 .1957 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 48 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply--- ---Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 435 ft2 Attic 400 ft2 Default Leakage Garage (Default) (Default) 1 1 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma rj Jun ri Jul rj Au Se Oct Nov Dec Heatinf X�Jan X Feb Xj Mar APr May Jun Jul Au �Xj Sep f Oct ki Nov X Dec Ventin [ Jan [ Feb [X Mar [X A r [ Ma Jun JulAug Se [X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index,the more efficient the home. 2347 Fiddlers Lane, Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2706.70 ft' b.Frame-Wood,Adjacent R=19.0 533.33 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 2575.00 ft2 6. Conditioned floor area(ft2) 2575 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.32 454.50 ft2 11.Ducts R ft2 SHGC: SHGC=0.19 a.Sup:Attic,Ret:Attic,AH:Garage 6 435 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.463 ft. Area Weighted Average SHGC: 0.190 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2575.00 ft2 a.Propane EF:0.59 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits CF,Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building TgE 5T Construction through the above energy saving features which will be installed (or exceeded) 0 in this home before final in pection. Otherwise, a new EPL Display Card will be completed based on installed Code pliant features. Builder Signature: � Date: Address of New Home: ,31,� 6d.465 1-4-m l City/FL Zip: 01-3,;?a 33 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2347 Fiddlers Lane Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. �. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free'by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 7/20/2017 4:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Hammond Residence Builder Name: Glenn Layton Homes,LLC Street: 2347 Fiddlers Lane Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Julie A.Hammond Jurisdiction: /000 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/20/2017 4:35 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Hammond Residence Builder Name: Glenn Layton Homes,LLC Street: 2347 Fiddlers Lane Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: of&jp G G Cond.Floor Area:: 2575 sq.ft. Cond.Volume: 20600 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA. 1 Pa cfm Eq LA: 2 Pa cfm ACH: 3 Pa cfm ACH(50): 4 Pa cfm 5 Pa cfm SLA. 6 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through S.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, o4ZNE ST4 performance results demonstrate compliance testing shall be conducted by an �' r;_ O�, with Florida Energy Code requirements in approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall "'++� " O V. be signed by the third party tf conducting the test and provided to , SIGNATURE: the code official. PRINTED NAME: GODS BUILDING OFFICIAL: DATE: DATE: 7/20/2017 4:35 PM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Hammond Residence Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner: Julie A.Hammond Conditioned Area: 2575 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Glenn Layton Homes, LLC Worst Case: No Street: 2347 Fiddlers Lane Permit Office: Duval Rotate Angle: 270 County: Duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL, 32233 New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INTL ARPT 32 93 70 75 1281 49 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0 0.1126 Natural Gas Therm EnergyGauge Default 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 2575 20600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 2575 20600 Yes 4 3 Yes Yes Yes FLOORS (Total Exposed Area= 2575 sq.ft.) # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 244 ft 0 2575 ft' 0.3 0.4 0.3 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 1 of 6 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 2982 ft' 752 ftZ Medium 0.96 No 0.9 No 0 30.3 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2575 ftZ N N CEILING (Total Exposed Area= 2575 sq.ft.) # Ceiling Type Space R-Value Ins.Type Area Framing Fraction Truss Type 1 Under Attic 0 Main 38 Blown 2575 ftZ 0.11 Wood WALLS (Total Exposed Area= 3240 sq.ft.) Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. AdVnt Cavity Width Height Sheathing Framing Solar Below # Ornt o Wall Type Space R-Value Ft In Ft n Area R-Value Fraction Absor. Grade% 1 N=>W Exterior Frame-Wood Main 19 48 10 480.0 ftZ 0.23 0.75 0 2 N=>W Exterior Frame-Wood Main 19 20 8 10 206.7 ftZ 0.23 0.75 0 3 S=>E Exterior Frame-Wood Main 19 41 2 10 411.7 ft2 0.23 0.75 0 4 S=>E Exterior Frame-Wood Main 19 27 6 10 275.0 ftZ 0.23 0.75 0 5 E=>N Exterior Frame-Wood Main 19 54 10 540.0 ftZ 0.23 0.75 0 6 E=>N Exterior Frame-Wood Main 19 12 8 10 126.7 ftZ 0.23 0.75 0 7 W=>S Exterior Frame-Wood Main 19 66 8 10 666.7 ftZ 0.23 0.75 0 8 W=>S Garage Frame-Wood Main 19 28 8 10 286.7 ftZ 0.23 0.75 0 9 S=>E Garage Frame-Wood Main 19 24 8 10 246.7 ftZ 0.23 0.75 0 Total Exposed Gross Wall Area: 3240 sq.ft. Total Window Area: 455 sq.ft. Total Door Area: 48 sq.ft. Net Wall Area: 2738 sq.ft. DOORS (Total Exposed Area= 48 sq.ft.) Width Height # Ornt Adjacent to Door Type Space Storms U-Value Ft In Ft In Area 1 S=>E Garage Insulated Main None .4 3 8 24 ftZ 2 N=>W Exterior Insulated Main None .4 3 8 24 ftZ 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 2 of 6 Building Input Summary Report WINDOWS (Total Exposed Area= 455 sq.ft.) Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N 6.0 ft2 1 ft 2 in 2 ft 0 in None None 2 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N 33.0 ft2 1 ft 2 in 2 ft 0 in None None 3 N=>W 2 Vinyl Low-E Double Yes 0.32 0.19 N 33.0 ft2 8 ft 0 in 2 ft 0 in None None 4 N=>W 2 Vinyl Low-E Double Yes 0.32 0.19 N 9.0 ft2 8 ft 0 in 2 ft 0 in None None 5 S=>E 3 Vinyl Low-E Double Yes 0.32 0.19 N 49.5 ft2 1 ft 2 in 2 ft 0 in None None 6 S=>E 3 Vinyl Low-E Double Yes 0.32 0.19 N 13.5 ft2 1 ft 2 in 2 ft 0 in None None 7 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N 6.0 ft2 12 ft 8 in 2 ft 0 in None None 8 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N 24.0 ft2 12 ft 8 in 2 ft 0 in None None 9 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N 96.0 ft2 12 ft 8 in 2 ft 0 in None None 10 E=>N 5 Vinyl Low E Double Yes 0.32 0.19 N 13.5 ft2 1 ft 2 in 2 ft 0 in None None 11 E=>N 5 Vinyl Low-E Double Yes 0.32 0.19 N 16.5 ft2 1 ft 2 in 2 ft 0 in None None 12 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 N 24.0 ft2 27 ft 6 in 2 ft 0 in None None 13 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 N 36.0 ft2 27 ft 6 in 2 ft 0 in None None 14 W=>S 7 Vinyl Low-E Double Yes 0.32 0.19 N 66.0 ft2 1 ft 2 in 2 ft 0 in None None 15 W=>S 7 Vinyl Low E Double Yes 0.32 0.19 N 6.0 ft2 1 ft 2 in 2 ft 0 in None None 16 W=>S 7 Vinyl Low-E Double Yes 0.32 0.19 N 22.5 ft2 1 ft 2 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH 50 .000254 1716.7 94.24 177.24 .1957 5 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 648.821 ft2 648.821 ft2 51 ft loft 1 MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity ---Geothermal HeatPump----- Ducts Block Entry Power Volt. Curr 1 Electric Heat Pump Split HSPF:8.2 48 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:14 48 kBtu/hr 1440 cfm 0.75 s s#1 1 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 3 of 6 Building Input Summary Report HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.59 1 gal 60 gal 120 deg Standard =>R-3 225 Recirculation Recirc Control Loop Branch PUMP DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff No NA NA NA NA No NA NA NA None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT ---Supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 435 ft' Attic 6 400 ftz Default Leakage Garage Default Default 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Cooling Jan F Mar r ay Jul Auug Jun Venting H Jan H Feb �X�Mar �X�Apr May rj Seep Oct Nov Dec Jun ri Jul rj Aug �Xj Sep �X�Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 4 of 6 Building Input Summary Report APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 455 kWh/Yr Peak Value: 149 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 140 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 Hard-Wir Default Exterior 20 2 0 2 Incandes HERS201 60 2 Hard-Wir Default Garage 20 2 0 2 Incandes HERS201 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 5 of 6 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2011 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.98 0.46 0.27 0.27 0.27 %Released: 100% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 30% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 E-cDry peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 15% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 dWash peak: 0 W AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60% PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 80% PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Ns peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 0.4 0.2 0.1 0.1 %Released: 100% PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 0.5 0.25 0.15 0.1 cFan peak: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 0.25 0.25 0.25 0.25 %Released: 100% PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 0.6 0.6 0.6 0.6 Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 0.19 0.16 0.12 0.11 %Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 1 0.88 0.51 0.28 Igts-out peak: 61 W AM 1 1 1 1 1 0.75 0.75 0 0 0 0 0 %Released: 0% PM 0 0 0 0 0 0 0 0.5 0.75 0.75 0.75 1 Igts-gar peak: 37 W AM 0 0 0 0 0 0.5 0.75 1 0.75 0.5 0 0 %Released: 0% PM 0 0 0.5 0.5 0.75 1 0.75 0.5 0 0 0 0 MEL peak: 0 W AM 0.5 0.5 0.5 0.75 0.75 0.85 1 1 1 1 0.9 0.9 %Released: 90% PM 0.9 0.9 1 1 1 1 1 1 1 0.85 0.75 0.75 7/20/2017 4:36 PM EnergyGauge®/USRCZB v5.0 Page 6 of 6 Residential System Sizing Calculation Summary Julie A. Hammond Project Title: 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 9/17/2017 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 43247 Btuh Total cooling load calculation 41899 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 111.0 48000 Sensible (SHR = 0.75) 102.7 36000 Heat Pump +Auxiliary(O.OkW) 111.0 48000 Latent 175.4 12000 Total Electric Heat Pum 114.6 48000 WINTER CALCULATIONS Winter Heating Load for 2575 sqft) Load component Load Window total 455 sqft 5963 Btuh Walls(20.1%} Ceilings(62%) Wall total 2738 sqft 8673 Btuh Door total 48 sqft 787 Btuh tiNindows(13.8%) Ceiling total 2575 sqft 2680 Btuh Floor total 2575 sqft 11805 Btuh Infiltration 108 cfm 4844 Btuh Duct loss 8495 Btuh Floors(z7.3%) Subtotal 43247 Btuh Ventilation 0 cfm 0 Btuh Daets(19.b%) TOTAL HEAT LOSS 43247 Btuh Doors(1.8%) SUMMER CALCULATIONSInfil.(11.2%) Summer Cooling Load for 2575 sqft) Load component Load Window total 455 sqft 6279 Btuh Wall total 2738 sqft 4644 Btuh Walls{1"1.1°Q) Door total 48 sqft 595 Btuh Ceilings(7.0%) Ceiling total 2575 sqft 2941 Btuh Floor total 0 Btuh Infil.{`10.6%) Infiltration 81 cfm 1772 Btuh Windovts Internal gain 8920 Btuh Duct gain 9507 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower{'1.0%). Blower Load 400 Btuh Latentint{1.5%) Total sensible gain 35059 Btuh Latent gain(ducts) 3356 Btuh Latent gain(infiltration) 2684 Btuh Ducts{30.7%) Latent gain(ventilation) 0 Btuh Int.Oain(213516) Latent gain(internal/occupants/other) 800 Btuh Total latent gain 6840 Btuh TOTAL HEAT GAIN 41899 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY: DATE: 9/18/17 EnergyGauge®!USRCZB v5.0 System Sizing Calculations - Summer Residential Load - Whole Douse Component Details Julie A. Hammond Project Title: 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 9/17/2017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 49gr. Component Loads for Whole House, Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross ShadedUnshaded Shaded Unshaded 1 2 NFRC 0.19,0.32 No No W 1.2ft 2.Oft 6.0 0.0 6.0 10 25 -148 Btuh 2 2 NFRC 0.19,0.32 No No W 1.2ft 2.Oft 33.0 0.0 33.0 10 25 814 Btuh 3 2 NFRC 0.19,0.32 No No W 8.Oft 2.Oft 33.0 27.8 5.2 10 25 417 Btuh 4 2 NFRC 0.19,0.32 No No W 8.Oft 2.Oft 9.0 9.0 0.0 10 25 93 Btuh 5 2 NFRC 0.19, 0.32 No No E 1.2ft 2.Oft 49.5 0.0 49.5 10 25 1221 Btuh 6 2 NFRC 0.19, 0.32 No No E 1.2ft 2.Oft 13.5 0.0 13.5 10 25 333 Btuh 7 2 NFRC 0.19, 0.32 No No E 12.7f 2.Oft 6.0 6.0 0.0 10 25 62 Btuh 8 2 NFRC 0.19,0.32 No No E 12.7f 2.Oft 24.0 24.0 0.0 10 25 249 Btuh 9 2 NFRC 0.19, 0.32 No No E 12.7f 2.Oft 96.0 96.0 0.0 10 25 996 Btuh 10 2 NFRC 0.19,0.32 No No N 1.2ft 2.Oft 13.5 0.0 13.5 10 10 140 Btuh 11 2 NFRC 0.19, 0.32 No No N 1.2ft 2.Oft 16.5 0.0 16.5 10 10 171 Btuh 12 2 NFRC 0.19, 0.32 No No N 27.5f 2.Oft 24.0 0.0 24.0 10 10 249 Btuh 13 2 NFRC 0.19,0.32 No No N 27.5f 2.Oft 36.0 0.0 36.0 10 10 373 Btuh 14 2 NFRC 0.19,0.32 No No S 1.2ft 2.Oft 66.0 49.0 17.0 10 12 713 Btuh 15 2 NFRC 0.19,0.32 No No S 1.2ft 2.Oft 6.0 6.0 0.0 10 12 62 Btuh 16 2 NFRC 0.19, 0.32 No No S 1.2ft 2.Oft 22.5 20.4 2.1 10 12 237 Btuh Window Total 455 (sqft) 6279 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 441.0 1.7 763 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 140.7 1.7 243 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 348.7 1.7 604 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 149.0 1.7 258 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 510.0 1.7 883 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 66.7 1.7 115 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 572.2 1.7 990 Btuh 8 Frame-Wood-Adj 0.08 19.0/0.0 286.7 1.5 443 Btuh 9 Frame-Wood-Adj 0.08 19.0/0.0 222.7 1.5 344 Btuh Wall Total 2738 (sqft) 4644 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Garage 24.0 12.4 298 Btuh 2 Insulated-Exterior 24.0 - 12.4 298 Btuh Door Total 48 (sqft) 595 Btuh Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Metal 0.025 38.0/0.0 2575.0 1.14 2941 Btuh Ceiling Total 2575 (sqft) 2941 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2575(ft-perimeter) 0.0 0 Btuh Floor Total 2575.0 (sqft) 0 Btuh Envelope Subtotal: 14459 Btuh EnergyGauge®/USRCZB v5.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Julie A. Hammond Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 9/17/2017 Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.23 20600 1 80.6 1772 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 8000 8920 Btuh Sensible Envelope Load: 25151 Btuh Duct load Average sealed,Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.378) 9507 Btuh Sensible Load All Zones 34659 Btuh EnergyGauge®/USRCZB v5.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Julie A. Hammond Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 9/17/2017 WHOLE HOUSE,TOTALS Sensible Envelope Load All Zones 25151 l3tuh Sensible Duct Load 9507 Btuh Total Sensible Zone Loads 34659 l3tuh Sensible ventilation 0 Btuh Blower 400 Btuh Whole House Total sensible gain 35059 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 2684 Btuh Latent ventilation gain 0 Btuh Latent duct gain 3356 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 6840 l3tuh TOTAL GAIN 41899 l3tuh EQUIPMENT 1. Central Unit Carrier#FB4CNP048L 48000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color, half closed _ For Draperies:Assume medium weave, half closed For Roller shades:Assume translucent, half closed (IS-Insect screen:none(N),Full(F)or Half('/2)) (Ornt-compass orientation) Version 8 EnergyGauge®/USRCZB v5.0 Page 3 System sizing Calculations v Winter Residential Load - Whole House Component Details Julie A. Hammond Project Title: 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 Building Type: User 7/20/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.19 Vinyl 0.32 W 6.0 13.1 79 Btuh 2 2, NFRC 0.19 Vinyl 0.32 W 33.0 13.1 433 Btuh 3 2, NFRC 0.19 Vinyl 0.32 W 33.0 13.1 433 Btuh 4 2, NFRC 0.19 Vinyl 0.32 W 9.0 13.1 118 Btuh 5 2, NFRC 0.19 Vinyl 0.32 E 49.5 13.1 649 Btuh 6 2, NFRC 0.19 Vinyl 0.32 E 13.5 13.1 177 Btuh 7 2, NFRC 0.19 Vinyl 0.32 E 6.0 13.1 79 Btuh 8 2, NFRC 0.19 Vinyl 0.32 E 24.0 13.1 315 Btuh 9 2, NFRC 0.19 Vinyl 0.32 E 96.0 13.1 1260 Btuh 10 2, NFRC 0.19 Vinyl 0.32 N 13.5 13.1 177 Btuh 11 2, NFRC 0.19 Vinyl 0.32 N 16.5 13.1 216 Btuh 12 2, NFRC 0.19 Vinyl 0.32 N 24.0 13.1 315 Btuh 13 2, NFRC 0.19 Vinyl 0.32 N 36.0 13.1 472 Btuh 14 2, NFRC 0.19 Vinyl 0.32 S 66.0 13.1 866 Btuh 15 2, NFRC 0.19 Vinyl 0.32 S 6.0 13.1 79 Btuh 16 2, NFRC 0.19 Vinyl 0.32 S 22.5 13.1 295 Btuh Window Total 454.5 s ft 5963 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Ext (0.077) 19.0/0.0 441 3.17 1397 Btuh 2 Frame-Wood -Ext (0.077) 19.0/0.0 141 3.17 446 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 349 3.17 1105 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 149 3.17 472 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 510 3.17 1616 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 67 3.17 211 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 572 3.17 1813 Btuh 8 Frame-Wood -Adj (0.077) 19.0/0.0 287 3.17 908 Btuh 9 Frame-Wood -Adj (0.077) 19.0/0.0 223 3.17 705 Btuh Wall Total 2738 s ft 8673 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.400) 24 16.4 394 Btuh 2 Insulated -Exterior, n (0.400) 24 16.4 394 Btuh Door Total 48 s ft 78713tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Metal (0.025) 38.0/0.0 2575 1.0 2680 Btuh Ceiling Total 2575 s ft 268013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 244.0 ft(perim.) 48.4 11805 Btuh Floor Total 2575 s ft 11805 Btuh Envelope Subtotal: 29908 Btuh EnergyGauge®/USRCZB v5.0 Page 1 System sizing Calculations - Winter Residential Load - Whole House Component Details Julie A. Hammond Project Title: 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 Building Type: User 9/17/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.19 Vinyl 0.32 W 6.0 13.1 79 Btuh 2 2, NFRC 0.19 Vinyl 0.32 W 33.0 13.1 433 Btuh 3 2, NFRC 0.19 Vinyl 0.32 W 33.0 13.1 433 Btuh 4 2, NFRC 0.19 Vinyl 0.32 W 9.0 13.1 118 Btuh 5 2, NFRC 0.19 Vinyl 0.32 E 49.5 13.1 649 Btuh 6 2, NFRC 0.19 Vinyl 0.32 E 13.5 13.1 177 Btuh 7 2, NFRC 0.19 Vinyl 0.32 E 6.0 13.1 79 Btuh 8 2, NFRC 0.19 Vinyl 0.32 E 24.0 13.1 315 Btuh 9 2, NFRC 0.19 Vinyl 0.32 E 96.0 13.1 1260 Btuh 10 2, NFRC 0.19 Vinyl 0.32 N 13.5 13.1 177 Btuh 11 2, NFRC 0.19 Vinyl 0.32 N 16.5 13.1 216 Btuh 12 2, NFRC 0.19 Vinyl 0.32 N 24.0 13.1 315 Btuh 13 2, NFRC 0.19 Vinyl 0.32 N 36.0 13.1 472 Btuh 14 2, NFRC 0.19 Vinyl 0.32 S 66.0 13.1 866 Btuh 15 2, NFRC 0.19 Vinyl 0.32 S 6.0 13.1 79 Btuh 16 2, NFRC 0.19 Vinyl 0.32 S 22.5 13.1 295 Btuh Window Total 454.5 s ft 5963 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.077) 19.0/0.0 441 3.17 1397 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 141 3.17 446 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 349 3.17 1105 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 149 3.17 472 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 510 3.17 1616 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 67 3.17 211 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 572 3.17 1813 Btuh 8 Frame-Wood -Adj (0.077) 19.0/0.0 287 3.17 908 Btuh 9 Frame-Wood -Adj (0.077) 19.0/0.0 223 3.17 705 Btuh Wall Total 2738 s ft 8673 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.400) 24 16.4 394 Btuh 2 Insulated - Exterior, n (0.400) 24 16.4 394 Btuh Door Total 48 s ft 787Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Metal (0.025) 38.0/0.0 2575 1.0 2680 Btuh Ceiling Total 2575 s ft 2680Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 244.0 ft(perim.) 48.4 11805 Btuh Floor Total 2575 s ft 11805 Btuh Envelope Subtotal: 29908 Btuh EnergyGauge®/USRCZB v5.0 Pagel Manual J Winter Calculations (Residential Load - Component Details (continued) Julie A. Hammond Project Title: 2347 Fiddlers Lane Hammond Residence Atlantic Beach, FL 32233 Building Type: User 9/17/2017 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.31 20600 1.00 107.5 4844 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.244) 8495 Btuh All Zones Sensible Subtotal All Zones 43247 Btuh HOLE-HOUSE TOTALS Subtotal Sensible Heat Loss 43247 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 43247 Btuh EQUIPMENT 1. Electric Heat Pump Carrier*CH14NH048 48000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRCZB v5.0 Page 2 Air Conditioning Contractors of America, Manual D, Third Edition Duct Sizing Worksheet 1 Supply-side Runouts Equivilent Rect.Duct Equivilent ID Room ID H-Btuh C-Btuh Htg Cfm Clg Cfm Dsn Cfm Round Size Velocity Final Size Height Width Flex SR-1 Living 3703.80723 3588.36032 137 137 137 8 393 8 8 6 9 SR-2 Living 3703.80723 3588.36032 137 137 137 8 393 8 8 6 9 SR-3 Laundry 2343.49984 2270.45344 87 87 87 7 325 7 6 6 7 SR-4 Office 1777.82747 1722.41296 66 66 66 6 335 6 6 5 7 SR-5 Powder 518.533012 502.370445 19 19 19 4 220 4 4 3 1 4 SR-6 Dining 3537.1359 13426.88411 131 131 1 131 8 375 8 8 6 9 SR-7 Foyer 1582.53581 1533.2085 59 59 1 59 6 298 6 6 5 6 SR-8 Breakfast 3055.64096 2960.39727 113 113 113 8 324 8 6 8 8 SR-9 Owner suite 2585.93086 2505.32794 96 96 96 7 358 7 6 6 8 SR-10 Owner suite 2585.93086 2505.32794 96 96 96 7 358 7 6 6 8 SR-11 Kitchen 2055.61301 1991.53998 76 76 76 7 285 7 6 6 7 SR-12 Kitchen 2055.61301 1991.53998 76 76 76 7 285 7 6 6 1 7 SR-1 31 Pantry 505.064622 489.321862 19 19 19 4 214 4 4 3 4 SR-14 Bed 2 2685.26024 2601.56123 99 1 99 99 7 372 7 6 6 8 SR-15 Bath 2 1055.58506 1022.68269 39 39 39 5 287 5 4 5 5 SR-16 Owners WIC 2323.29726 2250.88057 86 86 86 7 322 7 6 6 7 SR-17 Owners Bath 2907.48867 2816.86285 108 108 108 7 403 7 6 6 8 SR-18 Bed 3 3296.38843 3193.64069 122 122 122 8 350 8 6 1 8 8 SR-19 Bath 3 968.040525 937.866903 36 36 36 5 263 5 4 1 5 1 5 SR-201 I 43247 41899 1600 1 1600 1 1600 Supply-side Trunks Equivilent Rect.Duct Equivilent ID Associated Supply Runs Dsn Cfm Round Size Velocity Final Size Height Width Flex 1 2 3 4 5 1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ST-1 0 D D [21211-, D ❑� i�]0 ID 121 ❑� ❑Q 12 IQI❑- D 1[2)1❑ 1600 20 734 20 18 17 22 ST-2 ❑❑ 1111 13 11210 ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ 189 9 429 9 8 8 10 ST-3 ❑❑ ❑Q ❑� 11 IF-1 ED] ❑ ❑0 1011 ❑ ❑ ❑ ❑ ❑ 00 ❑ 152 8 437 8 1 8 6 9 ST-4 ❑� 0 ❑ ❑ ❑ ❑ ❑� ❑Q MEJ 2 ❑� ❑� ❑Q ❑� ❑ 1239 18 701 18 16 16 20 ST-5 ❑� ❑ ❑ [_1 [-121 ❑ 1:10 1-1 250 10 459 10 10 8 12 ST-6 ❑❑ ❑ ❑ ❑ ❑ ❑ � ❑❑ ❑ ❑ ❑ ❑ 191 9 433 9 8 8 10 ST-7 ❑❑ 11 ❑ 1111 ❑ ❑ 2❑ ❑11❑ ❑ ❑ 138 8 397 8 8 6 9 ST-8 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑n/ i� i1l� ❑ 351 12 448 12 10 1 11 12 Return-side Runouts Equivilent Rect.Duct Equivilent ID Associated Supply Runs Dsn Cfm Round Size Veloci Final Size I Height Width Flex RR-1 ❑❑ ❑� ❑❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑1010101❑ 0 ❑ 0 87 7 325 7 6 6 7 RR-2 ❑Q ❑Q IEJ ❑Q [21 ❑ ❑ ❑� ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ 580 14 542 14 12 13 16 RR-3111100 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 221010 ❑ ❑ ❑ 138 8 397 8 8 6 9 RR-4 11111-10 0 2ED) ❑ ❑10 ❑Q - 12 101111❑ 00 ❑ 360 12 459 12 10 11 14 RR-5 1111 ❑ ❑❑ ❑ ❑ ❑ ❑Q 11 EJ 01111❑ ❑ ❑ ❑ 191 9 433 9 8 8 10 RR-6 ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑� [-] IDIDI 86 7 322 7 6 6 7 RR-7 ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑� ❑., ❑ 158 8 452 8 8 6 9 RR-8 ❑❑ ❑ 0❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ RR9 ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ RR-10 ❑❑ ❑ ❑ 1111 ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ Return-side Trunks Equivilent Rect.Duct Equivilent ID Associated Su ply Runs Dsn Cfm Round Size Velocity Final Size Height Width Flex RT-1 ❑/ D ❑ ❑� ❑� ❑� Q Q 1 � ❑-' ❑/ i]I/ 4 i/ ❑ 1513 20 694 20 18 17 22 RT-2 ❑❑ 0 ❑ o [ [] ❑Q ❑.r o l] []1 D I D 12 1[211[21 D 1❑ 1154 18 654 18 16 16 20 RT-3 ❑1100❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ [2j ❑ 00 ❑ 244 10 447 10 10 8 12 RT-4 ILI 0 El ❑ 1111 ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ Air Conditioning Contractors of America, Manual D, Third Edirtion Effective Length Worksheet Element Supply Run ID Number Straight Run Length Length Length Length Trunk Length 22 Trunk Length 25 Trunk Length 23 Runout Length 8 Fittings Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 1 4 1A 35 Group 2 4 Group 3 -4 Group 4 t 4AD 60 Group 8 t (3)8A 90 Group 9 t Group 11 4 3AB+IAC 120 Group 12 t Other Other Other Other Other Total Length 1 383 1 0 1 0 0 Design TEL 383 Element Return Run ID Number Straight Run Length Len th Length Len th Trunk Length 15 Trunk Length 26 Trunk Length 15 Runout Length 19 Fittings Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 5 t 5H 45 Group 6 -4 6M 20 Group 7 A Group 8 A (3)8A 90 Group 10 t Group 11 t 2AB+1AC 90 Group 12 t Other Other Other Other Total Length 320 0 1 0 1 1 0 Design TEL i 320 Air Conditioning Contractors of America, Manual D, Third Edition Friction Rate Worksheet Step 1 Manufacturer's Blower Data External static pressure (ESP) 0.6 IWC CFM from manufacturers tables Heating Cooling 1600 1600 Fan Speed High High Step 2) Component Pressure Losses (CPL) Direct expansion refrigerant coil 0.15 Electric resistance heating coil 0.02 Hot water coil heat exchanger Low efficiency filter High or mid-efficiency filter 0.05 Electronic filter Humidfier Supply outlet 0.03 Return grille 0.03 Balancing damper 4 UV lights or other device Total component losses (CPL) 0.28 IWC Step 3)Available Static Pressure (ASP) 0.32 IWC Step 4 Total Effective Length (TEL) 703 Feet Step 5) Friction Rate Design Value(FR) 0.05 IWC/100 1ST FLOOR 87 CFU r/ r/ ss� r/ efilZll t/y 19 CRA WL 4'/ 10.1 9Y BY �Y 137 CFM MM 131 CFM ey 1tM 137 CFM V. toy 59 CFM 76 CFM a•/ ,Y, r� uy ao.tt 9s CFM 131 CFM °Y - ro IDY 4y 7y 99 CFM f1gumxMM 76 C 19 CFM tr/ y / am 96 CFM r/ '•' 39 CFM >1 ®L2 arm Dun 108 CFM ri 5'0 � 36 CFM B6 CFM 122 CFM Amu JOB: Hammond Residence PERFORMED BY: M.CHMURA P.E. SCALE: 3/32"= 1'0" KALOS ENGINEERING LLC. DUCTWORK HAS BEEN SIZED IN ADDRESS' 2347 Fiddlers Lane ORANGE PARK FL, 32073 ACCORDANCE WITH ACCA MANUAL • Atlantic Beach, FL 32233 904 270 9734 D. PROVIDE REGISTERS FOR ALL CUSTOMERSUPPORTOGETENERGYFORMS.COM GRILLES. PROVIDE TRANSFER RELEASE DATE: 7/24/17 WWW.GETENERGYFORMS.COM DUCTS & GRILLES WHERE REQUIRED BY FBC. ® Lumber design values are-in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J160655 - Hammond Residence -Ashley Casey MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Glenn Layton Hms Project Name: Hammond Residence Model: Lot/Block: 54 Subdivision: Ocean Walk Address: Lot 54 OceanWalk City: Jacksonville State: Florida 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 47 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No: Seal# Truss Name Date No. Seal# Truss Name Date 1 1 T11483654 1 A01 16/28/17 118 T11483671. B02 6/28/17 12 1 T11483655 1 A02 16/28/17 119 1 T11483672 1 B03 16/28/17 1 13 1 T11483656 1 A03 1'6/28/17 120 1 T11483673 1 C01 16/28/17 14 1 T11483657 1 A04 16/28/17 121 1 T11483674 1 CO2• 16/28/17 15 1 T11483658 1 A05 16/28/17 122 1 T114836751 D01 6/28/1Z_J OFFICE-COP 16 I T11483659 A06 6/28/17 23 T11483676 D02 6/28/17 Y- 17 1 T11483660 1 A07 16/28/17 124 1 T114836771 D03 16/28/17J 18 1 T1 14836611 A08 16/28/17 125 1 T11483678 1 D04 6/28/17 19 1 T11483662 1 A09 16/28/17 126 1 T11483679 1 D05 6/28/17 110 1 T11483663 1 Al 16/28/17 127 1 T11483680 1 D06 16/28/17 Ill I T11483664 J Al l 16/28/17 128 1 T11483681 1 D07 16/28/17 112 1 T11483665 1 Al 16/28/17 129 1 T114836821 D08 16/28/17] 113 f T1 1483666 1 Al 16/28/17 130 1 T114836831 D09 16/28/17 1 114 I T11483667 I A14 16/28/17 131 I T11483684 I J01 16/28/17 15 1 T11483668 1 Aly 6/28/17 132 IT11483685IJ02 6/28/17 16 1 T11483669 1 A16 16/28/17 133 I T11483686 I J03 16/28/17 1 117 1 T11483670 1 B01 16/28/17 134 I T11483687 I J04 16/28/17 1 - The truss drawing(s)referenced above have been prepared by 0�QV1 N MiTek USA,Inc. under my direct supervision based on the parameters �% P•. ••••.. <<c �,� provided by Manning Building Supplies. ��� E NS Truss Design Engineer's Name: Velez, Joaquin 68182 My license renewal date for the state of Florida is February 28,2019. ,k — IMPORTANT NOTE: The seal on these truss component designs is a certification STATE O F •:��� that the engineer named is licensed in the jurisdiction(s)identified and that the . designs comply with ANSI/TPI 1. These designs are based upon parameters i� • �` Q�.• ��� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 4 O R \'• ��,%� given to MiTek. Any project specific information included is for MiTek's customers ....... file reference purpose only,and was not taken into account in the preparation of ,�� S/ON AC'�� ` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer J quin elez PE No.68182 should verify applicability of design parameters and properly incorporate these designs M1 ek US ,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 69 Par East Blvd.Tampa FL 33610 Dat June 28,2017 Velez,Joaquin 1 of 2 RE: J160655 - Hammond Residence -Ashley Casey Site Information: OFFICE Cj o PY Customer Info: Glenn Layton Hms Project Name: Hammond Residence Model: Lot/Block: 54 Subdivision: Ocean Walk Address: Lot 54 OceanWalk City: Jacksonville State: Florida No. I Seal# Truss Name Date 135 IT11483688IJ05 1 6/28/17 136 I T11483689 I J06 16/28/17 137 I T11483690 I J07 16/28/17 138 I T11483691 I J08 16/28/17 139 I T11483692 I J09 16/28/17 140 I T11483693 I J10 1'6/28/17 1 141 I T11483694 I J11 16/28/17 142 I T11483695 I J 12 16/28/17 143 I T11483696 I J 13 16/28/17 144 1 T11483697 1 P01 16/28/17 145 1 T11483698 1 P02 16/28/17 146 1 T11483699 1 P03 16/28/17 147 1 T11483700 1 PO4 16/28/17 �Ax ex aoLewme 4145 tton Pe carif 4WI*aoa nville,FLS 21-5200 ;. F of Au N%7547 °Ni-I.' S DRANNW- D �A OVE oAPPROVEDAGMTED v N P OVED BY DATE-7-70 Engineer f Record: Derek B. urray FL Cert Na 71457 - ATMMION:Reviewofsfiopdrswfngei• only for conformance with the design concept of the project and does not relieve the delegated engineer of responsibility for any deviation from the requirements of the contract documents nor from responsibility for wroriatplpji&ns in the shop drawings. 2of2 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey s� 711483654 J160655 AOi GABLE 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:17 2017 Page 1 I D:MhlYuo29eOnCzZX_zcO5nmz1 ox5-gCxHloLi MOMQxpPeJrDatyiJrmbsQCG3Po3w6Rz1 mJO 2-0-0 7-0-0 13-4-10 19-7-8 25-10-6 32-3-0 39-3-0 41-3-0 2-0-0 7-0-0 6-4-10 6-2-14 6-2-14 6-4-10 7-0-0 4x10 i Scale=1:84.0 5x5= TOP CHORD MUST BE BRACED BY END JACKS, 2x4 II 2x4 II $16ROOF DIAPHRAGM,OR PROPERLY CONNECTED 3x4= 2x4 II 64 II PURLINS AS SPECIFIED. 2x4 11 x4 I I 2x4 11 2x4 I I Special 6x6 i 2x4 II 2x4 11 Special 5x8= 6x6 5x8= o 7.00 12 3 7 11 00 a 2 12 T 13I. 0 1 18 43 44 17 45 46 16 47 48 49 50 i5 51 52 14 0 Sx5= 2x4 11 NAILED 4x4= NAILED 9x8=NAILED 4x4— NAILED 2x4 11 5x5= SpecialNAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 7-0-013-4-10 19-7-8 25-10-6 32-3-0 39-3-0 7-0-0 6-4-10 6-2-14 6-2-14 6-4-10 7-0-0 Plate Offsets(X Y)-- (3:0-6-0 0-2-4] f6:0-5-0 0-0-41 f8'0-3-0 0-3-121 f9'0-2-8 0-3-01 r11:0-6-0 0-2-41 f16.0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.15 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.44 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.10 12 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matffx-MSH Weight:696 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. 4-6,8-10,6-8:2x6 SP No.2 Except: BOT CHORD 2x6 SP No.2 T-Brace: 2x4 SP No.2-4-5,5-7,7-9,9-10 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):9,5,7 . REACTIONS. (Ib/size) 2=2385/0-5-8,12=2385/0-5-8 Max Horz 2=322(LC 23) Max Uplift 2=-853(LC 8),12=-853(LC 8) FORCES.. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4149/1304,11-12=-4150/1304,3-4=-4386/1085,4-5=-4145!738,5-7=-4566/636, 7-9=-4566/636,9-10=4145/736,10-11=-4384/1083,4-6=-879/583,8-10—879/583, 6-8=-676/637 BOT CHORD 2-18=-949/3709,17-1 8=-951/3732,16-17=-84214526,15-16=-840/4392,14-15=-951/3533, 12-14=-949/3513 WEBS 3-1 8=-43f710,11-14=-42/711,3-17=0/1477,5-17=-277/19,5-16=-22/502,9-15=-278/17, 11-15=0/1477,9-16=-24/494 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)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. 6) Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live 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. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 2=853,12--853. 12 Graphical purlin representation does not de ict the size or the orientation of the purlinalong the to and/or bottom chord. Con�ued on page 2 WARN/ G-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/012016 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not i.��[� a truss system.Before use,The building designer must verify the applicability of design parametersand properly incorporate this design Into the overall *t building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483654 J160655 A01 GABLE 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:17 2017 Page 2 ID:MhIYuo29eOnCzZX_zcO5nmzl ox5-gCxHIoL1 MOMQxpPeJrDatyiJrmbsQCG3Po3w6Rz1 mJO NOTES- 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 Ib down and 284 Ib up at 7-0-0,and 255 Ib down and 284 Ib up at 32-3-0 on top chord,and 372 Ib down and 117 Ib up at 7-0-0,and 372 Ib down and 117 Ib up at 32-1-15 on bottom chord. The desigrl/selection of such connection device(s)is the responsibility of others. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,11-13=-54,2-12=-20,3-4=-54,10-11=54,4-6=-54,8-10=-54,6-8=-54 Concentrated Loads(lb) Vert:3=-1 58(F)11=-1 58(F)18=-300(F)14=-300(F)17=-61(F)15=-61(F)43=-61(F)44=-61(F)45=-61(F)46=-61(F)47=-61(F)48=-61(F)49=-61(F)50=-61(F) 51=-61(F)52=61(F) ®WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M0-7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ;Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Hammond Residence-Ashley Casey 711483655 J160655 A02 PIGGYBACK BASE 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:18 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmztox5-IPVfy8Mf7KUHYzzrtZkpaAESLAtT9ayDdSpTetzimJ? 2.0.0 6-1-4 11-8-15 17.4-10 21-10-6 27-6-1 33-1-12 39-3-0 41-3-0 2-0-0 6-1-4 5-7-11 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 2-0-0 Scale=1:72.1 5x5= 5x5= 5 6 7.00 12 1.5x4 II 3x5 4 7 5x5 i O 5x5 `D 0 3 B 20 21 a 2 9 a 0 1 101 0 15 14 22 23 13 24 12 11 5x5= 2x4 11 8x8= Bx8= 4x4= 2x4 11 5x5= 6-1-4 it-8-15 17-4-10 21-10-6 27-6-1 33-1-12 39-3-0 6-1-4 5-7-11 5 7-11 4-5-12 5-7-11 5-7-11 6-1 4 Plate Offsets(X Y)-- [3'0-2-8 0-3-0) (5-0-2-8 0-2-1) [6:0-2-8 0-2-1) [8'0-2-8 0-3-0) (13.0-4-0 0-4-8) [14:0-4-0 0-4-81 LOADING (psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.21 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.46 13-14 >999 180 BCLL 0.0 ' Rep Stress]nor NO WB 0.46 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:273 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc pudins(3-1-4 max) BOT CHORD 2x6 SP No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-13,7-13,5-14 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 2=1646/0-5-8,9=164610-5-8 Max Horz 2=341(LC 11) Max Uplift 2=-666(LC 12),9=-666(LC 12) Max Grav 2=1650(LC 17),9=1651(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2679/1055,3-4=-2293/967,4-5=-2385/1161,5-6=-1618/835,6-7=-1817/887, 7-8=-2250/974,8-0=-2700/1052 BOT CHORD 2-15=-741/2491,14-15=-741/2489,13-14=-320/1611,12-13=-567/1872,11-12=-772/2249I 9-11=-771/2253 WEBS 5-13=-1 12/256,6-13=-255/695,7-13=737/377,7-12=95/399,8-12=-618/243, 8-11=0/290,3-14=-593/254,4-14=-441/334,5-14=-467/1050 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.Dpsf;h=25ft;B=45fh L=39ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-10-3,Interior(1)1-10-3 to 17-4-10,Exterior(2) 17-4-10 to 21-10-6,Interior(1)27-6-1 to 41-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=666,9=666. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters amt READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.101012015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate Bits design into the overall nA building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek'eck• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey T11483656 J160655 A03 Piggyback Base 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:20 2017 Page 1 I D:MhiYuo29e0nCzZX_zc05nmzl ox5-FndPNgOvfxk_oG7D_zmHfbKtl_bMdVpV5mlahmzl mlz 6-1-4 11-8-15 17-4-1021-10-6 277 33-1-12 39-3-0 41-3-0 6-1-4 5-7-11 5-7-11 4-5-12 5-7-11 5-7-11 6-1 Scale=1:70.2 5x5= 5x5= 4 5 7.00 12 1.5x4 II 3x5 3 6 5x5 i o 5x5 `o 0 2 7 19 20 1 8 9 Iv 0 0 14 13 21 22 12 23 11 10 4x7= 5x5 2x4 11 8x6= 8x8= 4x4= 2x4 I I = 6-1-4 11-8-15 17-4-10 21-10-6 27-6-1 33-1-12 39-3-0 6-7-4 5-7-11 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y)-- [2:0-2-8 0-3-0) [4:0-2-8 0-2-1) [5:0-2-8 0-2-1) [7:0-2-8 0-3-0) [12:0-4-0 0-4-8) [13:0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.43 12-13 >999 180 BCLL 010 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.10 8 n1a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:269 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-12,6-12,4-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces.to narrow edge of web with 1 Od (0.131°x3°)nails,On o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=1447/Mechanical,8=1565/0-5-8 Max Horz 1=315(LC 10) Max Uplift 1=-517(LC 12),8—636(LC 12) Max Grav 1=1461(LC 17),8=1569(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2553/1050,2-3=-2181/939,3-4=-2261/1109,4-5=-1540/804,5-6=-1729/854, 6-7=-2138/937,7-8=-2565/1012 BOT CHORD 1-14=-754/2373,13-14=-753/2371,12-13=317/1531,11-12=-549/1780,10-11=-744/2138, 8-10=-743/2141 WEBS 5-12=-244/662,6-12=-700/358,6-11=-89/379,7-11=-587/231,7-10=0/275, 4-13=-448/986,2-13=-527/278,3-13=-420/317 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=39ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-11-14,Interior(1)3-11-14 to 17-4-10,Exterior(2) 17-4-10 to 21-10-6,Interior(1)27-6-1 to 41-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=517,8=636. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabllily of design parameters and properly Incorporate tits design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/113I I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Hammond Residence-Ashley Casey 711463657 J160655 A04 Piggyback Base Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:212017 Page 1 I D:MhlYuo29eOnCzZX_zc05nmz1 ox5-j_Bnb90XQFsrPQiQYhH W Cos_2NuBMv2fKQ17ECz1 mly 2-0-0, 3-0-0 5-8-0 8-9-4 11- 14-4-15 19-9-15 20-Q-10 24-6-6 28-9-2 32-11-14 372-11 41-11-0 3-11.0 �2-0-0 3-0-0 2-8-0 3-1-4 1-2- 4-5-6 5-5-0 0-2'11 4-5-12 4-'L-1L 4-2-1z a-z-iz v-a-o c-u-u Scale=1:78.1 5x5= 5x5= 7 25 8 3x5 1.5x4 II 9 6 3x5 0 6x6 i 10 � 5 05x5 7.00 12 5x8— 6x6= 11 3 N 2 i2 n z 13To 01 20 26 19 18 27 28 17 16 15 14 4x7= 5x5 2x4 II 5x12= 8x8= 8x8= 4x4= 4x4= 2x4 I = HTU26 3-0-0 5-8-0 14-4-15 20-0-10 24-6-6 28-9-2 32-11-14 37-2-11 41-11-0 3-0-0 2-8-0 3-1-4 5-7-11 5-7-11 4-5-12 4-2-12 4-2-12 4-2-12 4-8-5 Plate Offsets(X Y)-- r3:0-6-0 0-2-41 [4'0-3-0 Edgel [7'0-2-8 0-2-11 [8'0-2-8 0-2-11 r11'0-2-8 0-3-01 [17-0-2-12 0-4-81 (18:0-3-0 0-4 81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.30 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.69 18-19 >728 180 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(TL) 0.12 12 nta n/a BCDL . 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. 4-7:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-9-17,7-18,7-17 2-18:2x6 SP No.1 D Fasten(2X) T and I braces to narrow edge of web with 1 Od WEBS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=2248/0-5-8,12=1702/0-5-8 Max Horz 2=324(LC 7) Max Uplift 2=-918(LC 8),12=-685(LC 8) FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3834/1373,3-4=-481011720,4-5=-5871/2154,5-6=-2760/1058,6-7=-2785/1207, 7-8=-1630/780,8-9=-1953/859,9-10=-2248/911,10-11=-2567/958,11-12=-2857/980 BOT CHORD 2-20=-1056/3384,19-20=-1079/3445,18-19=-949/3204,17-18=-321/1774, 16-17=-441/1893,15-16=-582/2170,14-15=-700/2421,12-14=-699/2424 WEBS 3-20=-2791760,8-17=-301!767,9-17=-541/315,9-16=-152/382,10-16=476/223, 10-15=-601321111-15=-3251142,6-18=-316/257,7-18=-588/1489,7-17=-268/190, 4-19=-3042/1163,3-19=-806/1925,5-18=-971/457,5-19=-999/2783 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=421t;eave=5ft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 2=918,12=685. 7) Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 2-7-4 from the left end to connect truss(es)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M71-7473 rev.10/03/2015 BEFORE USE. �' itl�; Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�T building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing eW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312;Alexandria,VA 22314. Tampa,FL 33610 LJob Truss Truss Type r Qtv Ply Hammond Residence-Ashley Casey 711483657 J160655 A04 Piggyback Base Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:21 2017 Page 2 I D:Mh1Yuo29eOnCzZX_zc05nmzt ox5-j_Bnb9OXQFsfPQiQYhHW COS_2NuBMv2fKQ17ECzl mly LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-7=-54,7-8=-54,8-13=-54,2-12=-20 Concentrated Loads(lb) Vert:26=-624(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/012015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type OV Ply Hammond Residence-Ashley Casey 711483658 J160655 A05 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:22 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzl ox5-BAlAoVPgBZ_il aHc6OplkOPBynDS508oY4nhmezl mlx -2-0-0 5-0-0 7-8-0 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 2-0-0 5-0-0 2-8-0 6-8-15 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Scale=1:74.1 5x5= 5x5= 6 23 7 1.5x4 II 22 24 3x5 5 8 0 5x8= 5x5 o 5x5= 9 7.00 12 3 25 21 m 2 - low 4 Iv o1 O 16 15 14 26 27 13 28 12 11 5x5= 2x4 11 4x4= 8x8= 8x8= 4x4= 2x4 11 4x7= 5-0-0 7-8-0 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 5-0 0 2-8-0 6-8-15 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y)— [3:0-6-0,0-2-41,[6:0-2-8,0-2-11,f7:0-2-8,0-2-1 1 f9:0-2-8,0-3-01,[13:0-2-12,0-4-81,[14:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.24 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.5413-14 >933 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:288 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc pudins. 4-6:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. BOT CHORD 2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-13,4-14,6-14,6-13 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1663/0-5-8,10=1546/Mechanical Max Horz 2=315(LC 11) Max Uplift 2=-671(LC 12),10=-553(LC 12) Max Grav 2=1663(LC 1),10=1555(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2768/1133,3-4=-3251/1386,4-5=-2636/1108,5-6=-2708/1314,6-7=-1684/860, 7-8=-1918/938,8-9=-2324/1022,9-10=-2758/1125 BOT CHORD 2-116=-907/2522,15-16=909/2532,14-15=-1 291/3472,13-14=-458/1714, 12-13=-647/1932,11-12=-868/2314,10-11=868/2317 WEBS 7-13=-286!746,8-13=-689/347,8-12=-106/366,9-12=-548/270,9-11=-7/269, 4-15=-1060/488,3-15=-592/1387,5-14=-515/360,4-14=-1231/581,6-14=-615/1388 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=42ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 2-1-7,Interior(1)2-1-7 to 5-0-0,Exterior(2)5-0-0 to 28-8-11,Interior(1)28-8-11 to 41-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live loan nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 2=671,10=553. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wllh MITeW connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type OtW Ply Hammond Residence-Ashley Casey 711483659 J160655 A06 PIGGYBACK BASE 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:23 2017 Page 1 ID:MhlYuo2geOnCzZX_zc05nmziox5-fMJYOrOnys6Zfksog6K_HDyHnBapgp_ynkWE15zimlw 2-0-0 7-0-0 9-8-0 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 2-0-0 7-0-0 2-8-0 4-8-15 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Scale=1:74.1 5x5= 5x5= 6 23 7 1.5x4 II 22 24 3x5 5 8 5x5= 5x5= o 5x5 Q 0 7.00 FIT 3 9 25 21 20 u� 2 10w I4 01 6 15 14 26 27 13 28 12 11 5x5= 4x4= 8x8= 8x8= 4x4= 2x4 11 4x7= 9-8-0 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 7-0-0 2-8-0 4-8-15 5-7-11 4-5-12 5-7-11 5-7-11 6 1-4 Plate Offsets(X Y) (3-0 2 8 0 2-1) (6:0-2-8 0-2-11 [7:0-2-8 0-2-11 f9:0-2-8 0-3-0) (13:0-2-12 0-4-81 [14.0-4-0 0-4-81 LOADING (psf) SPACING- 2-1-5 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.25 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 13-14 >886 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 HOrz(fL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:286 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD 2-0-0 oc puffins(2-8-14 max) 1-3:2x4 SP No.1 D (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-14,6-13,8-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 2=1754/0-5-8,10=1630/Mechanical Max Horz 2=332(LC 11) Max Uplift 2=-708(LC 12),10=-583(LC 12) Max Grav 2=1754(LC 1),10=1641(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2828/1163,3-4=-2401/1092,4-5=-2719/1188,5-6=-2817/1378,6-7=-1772/913, 7-8=-2027/996,8-9=-2454/1083,9-10=-2913/1193 BOT CHORD 2-15=-903/2542,14-15=-1 149/3153,13-14-490/1805,12-13-685/2037, 11-12=-920/2441,10-11=-921/2444 WEBS 3-15=-384/1109,4-15-1100/473,4-14=-909/462,5-14=-460/326,6-14=-633/1416, 7-13=-308/790,8-13=-723/365,8-12-110/381,9-12=-580/285,9-11=-8/285 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=251t;B=45ft;L=42ft eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 2-1-7,Interior(1)2-1-7 to 7-0-0,Extefior(2)7-0-0 to 28-8-11,Interior(1)28-8-11 to 41-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=708,10=583. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify The applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483660 J160655 A07 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:242017 Page 1 I D:MhlYuo29eOnCzZX_zc05nmz1 ox5-7ZtwD BRQjAEQGuR?DprDq RUXibxiZHO50OGngXz1 mlv 2-0-0 4-10-2 9-2-10 11-10-10 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 2-0-0' 4-10-2 4-4-8 2-8-0 2-6-5 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Scale=1:74.1 5x5= 5x5= 7 25 8 1.5x4 11 P4 26 3x5 5x5= 5x5= 6 9 4 0 7.00 12 23 5x5 m 0 1.5x4 10 322 27 21 2 11 u> Iv 01 o 16 15 28 29 14 30 13 12 5x5= 4x10= 8xB= Bx8= 4x4= 2x4 11 4x7= 9-2-10 11-10-10 14-4-15 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 9-2-10 2-8-0 2-6-5 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y)-- f4:0-2-8 0-2-1f f7:0-2-8 0-2-1f f8:0-2-8 0-2-1f f10:0-2-8 0-3-0) (14:0-4-0 0-4-8j f15:0-4-0 0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.53 14-15 >946 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:297 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-14,9-14,7-15 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,61n o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1663/0-5-8,11=1546/Mechanical Max Horz 2=315(LC 11) Max Uplift 2=-671(LC 12),11=-553(LC 12) Max Grav 2=1663(LC 1),11=1558(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2714/1173,3-4=-2481/1074,4-5=-2118/990,5-6=-2536/1151,6-7=-2656/1320, 7-8=-1676/871,8-9=-1 915/946,9-10=2330/1033,10-11=-2764/1137 BOT CHORD 2-16=-968/2510,15-16=910/2623,14-15=472/17110,13-14=-653/1931,12-13=-878/2315, 11-12=-878/2318 WEBS 3-16=-372/240,4-16=382/1023,5-16=-875/354,8-14=-294!743,9-14=-689/347, 9-13=-105/363,10-13=-549/270,10-12=-7/270,7-15=-61111324,6-15=-399/287, 5-15=-668/331 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=1 Of mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 2-1-7,Interior(1)2-1-7 to 9-2-10,Exterior(2)9-2-10 to 28-8-11,Interior(1)28-8-11 to 41-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 2=671,11=553. 8)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component not �. Q irrrss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 P0.5. fuss russ ype ty y Hammond Residence-Ashley Casey711483661 655 A08 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL Run:8.110 s May 6 2017 Print:8.110 s May 6 2017 MTek Industries,Inc.Wed Jun 28 14:38:30 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmziox5-8sh_chrNaH2EcoPRxubnYhQDxZpY?RabgrMGsNz1kXN 2-0-0 5-8-13 11-0-0 13-8-01 -1-5 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 2-0-0 5-8-13 5-3-3 2-8-0 0-5-5 5-11-5 4-5-12 5-7-11 5-7-11 Scale=1:73.5 5x5= 5x5= 7 26 8 5x8= 3x5 11 27 3x5 5x5= 25 9 4 6 7.00 12 5x5 Z tO 3x5 i 24 10 3 28 23 21 19 11 n n 2 LU I4 01 20 22 O 18 17 1615 29 30 14 31 13 12 5x5= 2x4 11 Bub= 4x4'= 8x8= 4x4= 2x4 11 4x7= 4x4= 5-8-13 11-0-0 13-8-01 -1-5 20-0-10 24-6-6 30-2-1 35-9-12 41-11-0 5-8-13 5-3-3 2-8-0 0-5-5 5-11-5 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y) (4'0 6 0 0 2 41 [7:0-2-8 0-2-1j [8'0-2-8 0-2-11 (10'0-2-8 0-3-01 [14'0-2-12 0-4-81 [17'0-4-0 0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.24 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.54 14-15 >936 180 BCLL 0.0 Rep Stress Incr YES W B 0.69 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:306 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 2-9-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-9-14,7-15,7-14 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 2=1663/0-5-8,11=1546/Mechanical Max Horz 2=315(LC 11) Max Uplift 2=-671(LC 12),11=553(LC 12) Max Grav 2=1663(LC 1),11=1561(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-2648/1008,3-19=-2757/1138,3-4=-2353/1054,4-5=-2241/1057,5-6=-2398/1034, 6-7=-2720/1354,7-8=-1669/875,8-9=-1932/955,9-10=-2336/1038,10-21=-2772/1142, 11-21=-1736/613 BOT CHORD 2-20=-915/2512,18-20=-926/2531,17-18=-926/2531,16-17=-709/2132,15-16=-800/2407, 14-15=-478/1712,13-14=-655/1931,12-13=-882/2321,12-22=-882/2325,11-22=-535/1452 WEBS 3-17=-584/257,4-17=-143/385,8-14=-299/747,9-14=-685/347,9-13=-105/361, 10-13=-550/270,10-12=-7/271,6-15=-853/611,7-15=-638/1373,5-16=-997/275, 4-16=-2461776,19-20=-321/254,21-22=-616/411 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=42ft;eave=51t;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-14 to 2-1-7,Interior(1)2-1-7 to 11-0-0,Extedor(2)11-0-0 to 28-8-11,Interior(1)28-8-11 to 41-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=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 671 Ib uplift at joint 2 and 553 Ib uplift at joint 11. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Oby Ply Hammond Residence-Ashley Casey 711483662 J160655 A09 Piggyback Base 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:27 2017 Page 1 ID:MhIYuo29eOnCzZX_zc05nmz1 ox5-Y8Y3rDTl?5d?7LAZvyOwR365To_Gmb4XiMUSRsz1 mis 4-7-12 9-0-0 11-8-0 16-0-10 20-6-6 26-2-1 31-9-12 37-11-0 4-7-12 4-4-4 2-8-0 4-4-10 4-5-12 5-7-11 5-7-11 6-1-4 5x8= Scale=1:69.5 5x5= 5 21 226 5x5= 5x5= IL 3 20 23 3x5 7.00 12 7 4x4i 19 i19 0 182 5x5 o 8 2x4 11 rt 1 24 9 n I4 0 15 14 25 26 13 27 12 28 11 10 6x6— 4x10= 8x8= 1T 8= 4x4= 2x4 11 4x7= 9-0-0 11-8-0 16-0-10 20-6-6 26-2-1 31-9-12 37-11-0 9-0-0 2-8-0 4-4-10 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y)-- f3:0-2-8 0-2-11 f5:0-6-0 0-2-41 [6:0-2-8 0-2-1] [8:0-2-8 0-3-01 [12:0-4-0 0-4-8] [13:0-4-0 0-4-8] [15:0-3-0 0-4-01 LOADING (psi) SPACING- , 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.10 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.22 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(fL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:290 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-13,5-12,7-12,2-15 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1395/0-5-8,9=1395/Mechanical Max Horz 15=-339(LC 10) Max Uplift 15=-502(LC 12),9=-501(LC 12) Max Grav 15=1395(LC 1),9=1418(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1566/748,3-4=-1327/699,4-5=-1558/824,5-6=-1402!768,6-7=-1609/828, 7-8=-2064/909,8-9=-2484/1013 BOT CHORD 14-15—403/1289,13-14=-485/1635,12-13=-336/1406,11-12=-547/1678, 10-11=772/2073,9-10=-772/2077 WEBS 2-14=-35/362,3-14=-248/602,4-14=-665/318,4-13=-472/296,5-13=-224/595, 6-12=-230/577,7-12=-712/339,7-11=-97/423,8-11=-545/269,8-10=9/257, 2-15=-1578/690 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-11-4,Interior(1)3-11-4 to 9-0-0,Extefior(2)9-0-0 to 19-10-2,Interior(1)19-10-2 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 15=502,9=501. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QtyPly Hammond Residence-Ashley Casey 711483663 'J160655 A10 Piggyback Base 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:28 2017 Page 1 ID:MhIYuo29eOnCzZX_zc05nmzl ox6-OK6R3ZUwmPislVkmSfv9_HfGDCJfV6?hxOE?zlzl mlr 5-7-12 11-0-0 13-8-0 16-0-10 20-6-6 26-2-1 31-9-12 37-11-0 5-7-12 5-4-4 2-8-0 2-4-10 4-5-12 5-7-11 5-7-11 6-1-4 Scale=1:68.1 5x5= 5x8= 5x55x5 = 5 22 236 3 4 24 3x5 7.00 12 ,, 21 7 3x5 i 20 2 0 1 g 5X5 `o 0 8 5x5 i 1 25 9 .n Ia 0 16 15 14 26 27 LLI 13 28 12 29 11 10 3xB II 4x4= 4x10= Bx8= 8x8= 4x4= 2x4 11 5x5= 5-7-12 11-0-0 13-8-0 16-0-10 20-6-6 26-2-1 31-9-12 37-11-0 5-7-12 5-4-4 2-8-0 2-4-10 4-5-12 5-7-11 5-7-11 6 1-4 Plate Offsets(X Y) [3:0 2 8 0 2 11 [5.0-2-8 0-2-11 [6:0-6-0 0-2-41 [8:0-2-8 0-3-01 [12:0-4-0 0-4-81 [13.0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.24 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: ' 2x4 SP No.2-4-14,4-13,6-13,7-12 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 16=1398/0-5-8,9=1398/0-5-8 Max Horz 16=-339(LC 10) Max Uplift 16=-503(LC 12),9=-502(LC 12) Max Grav 16=1398(LC 1),9=1419(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1465/645,2-3=-15311762,3-4=-1320!719,4-5=-1532/836,5-6=-1364/764, 6-7=-1620/827,7-8=-2072/909,8-9=-2509/1018,1-16=113411606 BOT CHORD 15-16=-260/318,14-15=-403/1376,113-14=409/11503,12-13=-334/1369,11-12=-552/1686, 10-11=-776/2097,9-10=-776/21 00 WEBS 2-15=-398/244,3-14=-232/556,4-14=-560/231,4-13=-471/298,5-13=-272/629, 6-12=-236/700,7-12=-719/342,7-11=-103/431,8-11.563/276,8-10=-14/268, 1-15=-500/1274 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=38f#;eave=5111;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-11-4,Interior(1)3-11-4 to 11-0-0,Exterior(2) 11-0-0 to 19-10-2,Interior(1)19-10-2 to 37-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 16=503,9=502. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�T 1, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Iff@' eW 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,seeANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. . Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483664 J160655 A11 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:30 2017 Page 1 I D:MhIYuo29eOnCzZX_zcO5nmz1 ox5-yj EBU EVAIO?a_pu8a4yd3ikZ00xrzwM_OKj62Bz1 mlp 17-6-0 37-11-0 i 6-7-12 13-0-0 J 15-B-016,010 20.6-6 25-4-1 30-3-9 34-11-6 35--11 6-7-12 64 2-8-0 0--10 3-0-6 4-y-ll a-n-r 4 r w v, �..-., -0- 1-5-6 Scale=1:73.8 3x6= BOTTOM CHORD EXTENSIONS MAY BE CUT BACK sxa= 2x5= 5x8= TO FIT THE REQUIRED FIELD CONDITIONS. 3 4 25 5 THE LENGTH OF ANY EXTENSION SHALL NOT EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. 7.00 12 26 3x5 24 6 3x5 i 2 5x5� o IC 23 7 0 5x5 i t 27 8 9 017 lF 44 1 28 13 12 11 10 I61ii9 15 8x8= 4x4= 4x4= 19 18 sxa= 16 10x12 M18SHS 3x8 11 4x10= 2x4 11 4x10= 4x10 5.00 L4322-1417.6-0 35-3-0 6-7-12 6-7-12 15-8-0 16010 0-6-6 25-0-1 3411L v 9 cwv ,33-02-8-0 010 v 1-5-6 0-2-5 0-11-14 Plate Offsets(X Y) f3:0 6 0 0 2 4] f4-0 2-0 0-1-01 (5:0-6-0 0-2-4] (7:0-2-8 0-3-0] f9'0-3-12 0-1-91 (10:0-5-12 0-5-121 [13:0-4-0 0-4-8] f17:0-5-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.20 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.59 15 >770 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.24 9 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:314 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x6 SP No.2`Except` except end verticals. 10-13,9-10:2x6 SP No.I D BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-14,5-14 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 19=1446/0-5-8,9=1433/0-5-8 Max Horz 19=-336(LC 10) Max Uplift 19=-487(LC 12),9=492(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1576/637,2-3=-1747/755,3-4=-15411761,4-5=-15411765,5-6=-1813/835, 6-7=-2313/951,7-8=-3071/1176,8-9=-5811/2216,1-19=-1378/579 BOT CHORD 18-19=254/326,14-17=-299/1458,13-14=-333/1510,12-13=555/1937,11-12=867/2616, 10-11=-1744/4670,9-10-1 952/5267 WEBS 2-18=-557/258,16-17--0/360,3-17=-69/427,5-13=-271/736,6-13=-807/372, 6-12=-177/574,1-18=-456/1327,2-17=-56/255,17-18=-387/1359,8-10=-558/1635, 8-11=-2066/885,3-14=137/366,7-12=-885/386,7-11=-164/573 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fh B=45ft;L=38ft;eave=5ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-11-4,Interior(1)3-11-4 to 13-0-0,Extedor(2) 13-0-0 to 24-3-14,Interior(1)24-3-14 to 37-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 19=487,9=492. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ®�� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component not �L*!C!1-tlLfst Q truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' City Ply Hammond Residence-Ashley Casey 711483665 J160655 Al2 Piggyback Base 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:312017 Page 1 I D:MhlYuo29eOnCzZX_zcO5nmz1 ox5-QvoZhaW p3K7RczTLBnTscvHfzPHOi PM7d_Sfadzl mlo 6101 13-4-10 17-6-0 20-6-6 27.8-15 _ 34-11-6 35 -1137-11-0 6-10-1 6-6-9 4-1-6 3-0-6 7.2-9 7-2-9 O f 3 2 10.5 Scale=1:70.6 5x8= 5x5= 3 21 22 4 7.00 12 3x5 i 20 23 6x6 2 5 0 19 T 5x5 i 1 24 6 7 0 4i 25 10 9 B I-I a 15 14 13 5x8= 12 8x8= 5x5= 10x12 M18SHS &B II 4x10= 2x4 II 5x10 5.00112 6-101 131 -10 17-6-0 20-6-6 27-8-15 _ 34-11$ 35-0-1137-11-0 6-10-1 6$-9 4-1$ 3-0.6 7-2-9 7 2 9 0.V 3 2 10.5 Plate Offsets(X Y) f3:0 6 0 0 2 41 (4.0 2 8 0 2 11 f5:0 3 0 Edgel (7-0-2-12 0-1-51 f8'0-5-8 0-5-121 f10:0-4-0 0-4-81 [11:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.33 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.67 12 >673 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(fL) 0.29 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MSH Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. 7-8.8-10:2x6 SP No.1 D WEBS T-Brace: 2x4 SP No.2-3-10,5-10,6-9 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131°x3°)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 15=1441/0-5-8,7=1430/0-5-8 Max Horz 15 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 771483666 J160655 A13 Piggyback Base 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:32 2017 Page 1 ID:MhiYuo29eOnC7ZX_zc05nmzlox5-u5LyvwXRgdFHE62XhV_587ggjpdFRscGseCD63zimin i 6-10-1 13-4-10 17-6-0 20-6-6 27-8-15 34.11.8 35-11-11 37-11-o 6-10-1 6-6-9 4-1—� 3-0.6 7-2-9 7-2-9 0--3 2-10-5 5x8= Scale=1:70.6 5x5= 3 21 22 4 7.00F1_2 3x5 i 20 23 6X6 2 5 0 19 0 5x5 i 1 24 6 7 0 � 12 1 25 10 9 8 to I9- 15 14 5x8= i3 12 8x8= 5x5= 3x8 11 10x12 M18SHS 5x10 4x10= 2x4 11 5.00112 6 136-4-10 - 7- 2P" 27-8-15 34-11-8 7-11-0 f 4 7-2-9 -2-9 -105601 -9 Plate Offsets(X Y)-- [3.0-6-0 0-2-4] [4.0-2-8 0-2-1] [5:0-3-0 Edqe) f7.0-2-120-1-5) f8.0-5-8 0-5-12) [10:0-4-0 0-4-8) f11:0-5-8 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ved(LL) -0:33 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0-67 12 >673 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 HOrz(fL) 0.29 7 rVa n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing- 7-8,8-10:2x6 SP No.1 D WEBS T-Brace: 2x4 SP No.2-5-10,3-10,6-9 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP Not (0.131"x3")nails,On o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1441/0-5-8,7=1430/0-5-8 Max Horz 15=-339(LC 10) Max Uplift 15=-489(LC 12),7=-493(LC 12) Max Grav 15=1443(LC 17),7=1434(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown- TOP CHORD 1-2=-1583/661,2-3=-1 791 f781,3-4=-1562/795,4-5=-1 868/837,5-6=-2697/1065, 6-7=-5937/2310,1-15=-1 374/595 BOT CHORD 14-15=-257/330,10-11=-317/1620,9-10=-752/2270,8-9=-1 869/4803,7-8=-2053/5392 WEBS 2-14=-584/262,11-13=0/387,3-11=71/588,4-10=-1 56/611,5-10=-1 041/484, 5-9=-112/570,1-14=-469/1322,3-10=-115/288,6-8=-535/1683,6-9=-2577/1135, 11-14=-411/1442,2-11=-92/303 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=38ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-11-4,Interior(1)3-11-4 to 13-4-10,Extedor(2) 13-4-10 to 25-10-12,Interior(1)25-10-12 to 37-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 15=489,7=493. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the appllcabillty of design parameters and properly incorporate this design Into the overall �/1 T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 11d�� e W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' QN Ply Hammond Residence-Ashley Casey 711483667 J160655 A14 Piggyback Base Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:34 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmz1 ox5-gUTiJcYhMFV?TQCwpwOZEYvDbdLTvhcZJyhJByzi mll 2-0-0 3-0-0 5-8-0 10-5.9 15-3-1 20-0.10 24-6-6 481112 32-11-14 37-2-11 41-11-0 2-0-0 3-0-0 2-8-0 4-9-9 4-9-9 4-9-9 4-5-12 4-2-12 4-2-12 4-2-12 4-8-5 Scale=1:76.6 5x5= 5x8= 7 25 8 3x5 i 3x5 9 6 3x5 3x5 i 10Ki 0 0 5 0 5x5 5x5= 5x5= 11 7.00 12 3 2 114 I,n 0 1 26 6 20 19 18 27 17 28 16 15 14 13 5x5= 5x5= 4x4= 8x8= 4x10= 8x8= 4x4= 4x4= 2x4 II 4x7= HTU26 3-0-0 5-8-0 10-5-915-3-1 20-0-10 24-6-6 26-9-2 32-11-14 37-2-11 41-11-0 3-0-0 2-8-0 ' 4-9-9 4-9-9 4-9-9 4-5 12 4-2-12 4-2-12 4-2-12 4-8-5 Plate Offsets(X Y) [2:0 2 8 0 2 111 [3:0 2-8 0-2-11 [7:0-2-8 0-2-11 [8:0-6-0 0-2-41 [11'0-2-8 0-3-01 [16.0-4-0 0-4-81 [18:0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.23 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.51 18-19 >994 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.14 12 Na n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight:319 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD 2x6 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. 2-18:2x6 SP No.1 D WEBS T-Brace: 2x4 SP No.2-6-17,8-17,9-16 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od OTHERS 2x4 SP No.2 (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=2248/0-5-8,12=1585/Mechanical Max Horz 2=315(LC 7) Max Uplift 2=-921(LC 8),12=-569(LC 8) FORCES: (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3740/1315,3-4=-3351/1205,4-5=-3475/1279,5-6=-2632/1045,6-7=-2013/886, 7-8=-1686/812,8-9=-1943/871,9-10=-2254/923,10-11=-2568/980,11-12=-2871/1040 BOT CHORD 2-20=-1084/3259,19-20=-1795/5029,18-19=977/3059,17-18=-645/2293, 16-17=375/1627,15-16=-528/1898,14-15=-677/2170,13-14=829/2433, 12-13-829/2435 WEBS 3-20=-595/1753,4-20=-2069/894 4-19=-2186/870,5-19=-261/877,5-18=-1054/454, 6-18=-287/869,6-17=1001/450,7-17=298/754,8-17=-124/320,8-16=-252/664, 9-16=-605/317,9-15=-154/430,10-15=459/234,10-14=-75/300,11-14=-341/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(t=1b) 2=921,12=569. 8)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 2-7-4 from the left end to connect truss(es)to back face of bottom chord. 9) Fill all nail holes where hanger is in'contact with lumber. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). on,tnue on page WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE Z Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 9��� e V is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of,trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply Hammond Residence-Ashley Casey 711483667 J160655 A14 Piggyback Base Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:34 2017 Page 2 ID:MhlYuo29eOnCzZX_zcO5nmzlox5-gUTiJcYhMFV?TQCwpwOZEYvDbdLTvhcZJyhJByzimll LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-7=-54,7-8=54,8-12=-54,2-12=-20 Concentrated Loads(lb) Vert:26=-624(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. �� Design valld for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qi>r� Ply Hammond,Residence-Ashley Casey 711483668 J160655 A15 Piggyback Base 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:35 2017 Page 1 ID:MhIYuo29eOnCzZX_zco5nmzl ox5-Jgl4XyZJ7Yds5an6NdYomISR61 ireGKjYcQtjOz1 mlk 6-1-4 11-8-15 17-4-10 21-10-6 27-6-1 33-1-12 39-3-0 6-1-4 5-7-11 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Scale=1:69.3 5x8= 5x5= 4 5 7.00 F12 3x5 i 3x5 3 6 0 5x5 i 5x5 0 7 2 20 19 1V/>6[!!! 8 u> a I4 0 o 14 13 21 12 22 11 23 10 9 4x7= 4x7 2x4 11 4x4= 8x8= 8x8= 4x4= 2x4 11 = 6-1-4 11-8-15 17-4-10 21-10-6 27-6-1 33-1-12 39-3-0 6-1 4 5 7-11 5-7-11 4-5-12 5-7-11 5-7-11 6-1-4 Plate Offsets(X Y) f2-0 2 8 0 3 01 (4:0 6-0 0-2-41 (5-0-2-8 0-2-11 (7:0-2-8 0-3-01 (11:0-4-0 0-4-81 fl2:0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) 0.13 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.28 12-13 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014TrP12007 Matrix-MSH Weight:276 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 2x6 SP No-2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-12,4-11,6-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1448/Mechanical,8=1448/Mechanical Max Horz 1=-289(LC 10) Max Uplift 1=-520(LC 12),8=-520(LC 12) Max Grav 1=1451(LC 17),8=1448(LC 1) FORCES. (lb)-Max.Comp./Max Ten--All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2556/1049,2-3=-2130/946,3-4=-1713/866,4-5=-1521/809,5-6=-1708/863, 6-7=-2122/945,7-8=-2556/1050 BOT CHORD 1-14=808/2349,13-14=-808/2345,112-13=603/11948,11-12=-375/1512,10-11=-594/1767, 9-10=-803/2146,8-9=-803/2149 WEBS 2-14=-9/255,2-13=-5421269,3-13=-100/424,3-12=-716/357,4-12=-245/693, 5-11=-251/650,6-11=-712/355,6-10=-98/419,7-10=-543/270,7-9=-9/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-12 to 3-11-14,Interior(1)3-11-14 to 17-4-10,Exterior(2) 17-4-10 to 21-10-6,Interior(1)27-6-1 to 39-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10-Opsf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=520,8=520. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.1 010 3/2 0 1 5 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type OV Ply Hammond Residence-Ashley Casey 711483669 J160655 A16 GABLE 1 2 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:38 2017 Page 1 I D:MhlYuo29eOnCzZX_zc05nmz1 ox5-j FjD9_cCQT?Ryi Vh215VON4uOEmsrXC9EafXKjz1 mlh 2-0-0 7-0-0 13-4-10 19-7-8 25-10-6 32-3-0 39-3-0 41-3-0 2-0-0 7-0-0 6-4-10 6-2-14 6-2-14 6-4-10 7-0-0 2-0-0 TOP CHORD MUST BE BRACED BY END JACKS, Scale=1:81.2 4x10 Us ROOF DIAPHRAGM,OR PROPERLY CONNECTED = 2x4 II 2x4 II PURLINS AS SPECIFIED. 3x4 2x4 I I _ 6 58 2x4 11 5x5= — 2x4 11 2x4 11 2x4 II 2x4 II 2x4 11 NAILED Special 6x6 i 2x4 II 6x6 5x8= 3x8= NAILED o 7.00 12 3 7 9 11 12 6 57 v v 2 nn Fn fln an 0 1 18 41 42 17 43 44 16 46 47 48 15 49 50 51 14 52 53 54 5513 5x5= 2x4 11 NAILED 4x4= NAILED 8x8= NAILED 4x4= NAILED 2x4 I I NAILED 4x4— SpecialNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 13-4-10 19-7-8 25-10-6 32-3-0 39-3-0 7-0-0 6 4-10 6-2-14 6-2-14 6-4-10 7-0-0. Plate Offsets(X Y)-- [3:0-6-0,0-2-41,[6:0-5-0,0-0-41,[8:0-3-0,0-3-121,f9:0-2-8,0-3-01,[16:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.42 15-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.10 13 Na. n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:719 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. 4-6,8-10,6-8:2x6 SP No.2 Except: BOT CHORD 2x6 SP No.2 T-Brace: 2x4 SP No.2-4-5,5-7,7-9,9-10 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-11-13 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with Sin minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):9,5,7 REACTIONS. (Ib/size) 2=2335/0-5-8,13=2319/Mechanical Max Horz 2=253(LC 24) Max Uplift 2=-819(LC 8),13_675(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4049/1239,3-4=-4227/981,4-5=-4015/643,5-7=-4377/497,7-9=-4377/497, 9-10=-3944/533,10-11=-4133/871,4-6=-866/574,8-10=-870/577,6-8=-664/628 BOT CHORD 2-18=-1136/3559,17-18=-1 138/3581,16-17=-981/4302,15-16=-872/4143, 14-15=-948/3297,13-14=-948/3297 WEBS 3-18=-43/710,11-14=0/629,3-17=0/1403,5-16=0/432,9-15=-278/29,11-15=0/1438, 9-16=86/509,11-13=-3813/1096 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)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 ANSIf FPI 1. 6) Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live 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. 11 Refer to irder s for truss to truss connections. n In on age ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and 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 Hammond Residence-Ashley Casey 711483669 J160655 A16 GABLE 1 2 Job Reference(optional) Wed Jun 28 11:37:38 2017 Page 2 Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. We I D:MhIYuo29eOnCzZX_zc05nmz1 ox5-jFjD9_cCQT?Ry1Vh215VON4uOEmsrXC9EafXKjz1 mlh NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=819,13=675. 13)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 Ib down and 284 Ib up at 7-0-0 on top chord,and 372 Ib down and 117 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 16)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-13=-20,3-4=-54,10-12=-54,4-6=-54,8-10=-54,6-8=-54 Concentrated Loads(lb) Vert:3=-1 58(B)18=-300(B)17=-61(B)41=-61(B)42=-61(B)43=-61(B)44=-61(B)45=-61(B)46=-61(B)47=-61(B)48=-61(B)49=-61(B)50=-61(B)51=-61(B) 52=-61(B)53=-61(B)54=-61(B)55=-64(B)56=-105(B)57=-113(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based oNy upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I 7=-Ashley Casey711463670 J160655 B01 Monopitch Supported Gable al Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:38 2017 Page 1 I D:Mh]Yuo2geOnCzZX_zcO5nmzl ox5-j FjDg_cCQT?Ryl Vh215VON4xsErMrkV9EafXKjzl mlh -2-2-4 12-7-813-1-9 2-2-4 12-7-8 0 5 8 Scale=1:25.0 4x10= 4x7= 7 8 16 6 5 4 3.00 12 3x8 3 15 2 n n14 3x4= 4x10 II 13 12 11 10 9 12-7-8 13-1-9 12-7-8 0-5 8 Plate Offsets(X Y) [2:0-3-8,Edge) [2:0-6-12,Edgel [2:0-7-4,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.01 1 ntr 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 9 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2*Except` MiTek recommends that Stabilizers and required cross bracing 8-14:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-1-0. (lb)- Max Horz 2=157(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)9,10,11,12,13 except 2=217(]-C: 8) Max Grav All reactions 250 Ib or less at joint(s)9,10,11,12 except 2=31 O(LC 1), 13=321(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-2-2-11 to 0-9-5,Exterior(2)0-9-5 to 12-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,10,11,12,13 except Qt=1b)2=217. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0-7473 rev.1010312015 BEFORE USE- �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the buildng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' City Ply Hammond Residence-Ashley Casey 711483671 J160655 B02 Monopitch 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 222017 MiTek Industries,Inc. Wed Jun 28 11:37:39 2017 Page 1 ID:MhlYuo29eonCzZX_zcO5nmzl ox5-BRHbNJcgBn7laB4tcTckwbc8re6Ra4blTD04s9zl mlg -2-2-4 6-11-4 12-7-8 i 3.-- 2-2-4 6-11-4 5-8-4 0-5-8 Scale=1:26.1 47= 4x10= 4 3.00 F12 3x4 3 N t` CO 12 1 0 2 E4 �r 0 6 5 3x4= 1.5x4 II 3x4= 6-11-4 12-7-8 131 Q 6-11-4 5-8-4 Plate Offsets(X Y) f2:0-3-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.04 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.11 6-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-MSH Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=622/0-3-8,11=422/0-5-0 Max Horz 2=166(LC 8) Max Uplift 2=322(LC 8),11=-188(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-962/317,5-7=-101/310,4-7=-101/310 BOT CHORD 2-6=-387/899,5-6=-387/899 WEBS 3-6=0/252,3-5=-854/375 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-2-11 to 0-9-5,Interior(1)0-9-5 to 12-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=322,11=188. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO.7473 rev.1010312015 BEFORE USE �� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QV Ply Hammond Residence-Ashley Casey T114B3672 J160655 B03 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:40 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzl ox5-fegzafdSx5F9BLf39A7zTogip2U5JeZSht8ePbzl mlf 5-9-12 0 -0 -7- 5-9-12 04 Scale=1:12.8 25x12= 3.00 12 9 N 8 6x6= 4 1 �T 0 o 2x5= 3 1.5x4 I I 2x5= 6-5-0 6-5-0 Plate Offsets(X Y)-- r1.0-0-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.09 3-7 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x8 SP No.1 D MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=230/0-3-8,8=189/0-3-0 Max Horz 1=53(LC 8) Max Uplift 1=-88(LC 8),8=85(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B--451t;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a MISS system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek` Is always required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483673 J160655 C01 Hip Girder 1 2 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:42 2017 Page 1 I D:MhlYuo29e0nC71X_zc05nmzl ox5-b0yj9LfiTiVtRfpSHbARYDEi8rAdnUolgBdkTUzI mid 3-0-0 7-11-9 12-9-7 17-9-0 20-9.0 30-0- 4-11-9 4-9-13 4-11-9 3.0-0 Scale=1:34.9 NAILED Special 40= 7.00 12 Special NAILED NAILED 1.5x4 II NAILED NAILED NAILED x _ NAILED x 2 17 18 3 19 20 21 4 22 23 5 N 6 nil1Io 10 24 25 9 26 27 28 8 29 30 7 3x4= 5x5= NAILED NAILED 3x8 NAILED NAILED NAILED 1.5x4 II NAILED 3x4= 3x4= Special NAILED Special 3-0-0 7-11-9 12-9-7 17-9-0 20-9-0 3-0-0 4-11-9 4-9-13 4-11-9 3-0-0 Plate Offsets(X Y) r2:0-5-4_0-2-01,[10:0-2-8,0-3-01 LOADING'(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(fL) 0.03 6 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:188 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (ib/size) 1=746/0-3-8,6=746/0-3-8 Max Horz 1=-50(LC 30) Max Uplift 1=361(LC 4),6=-361(LC 5) Max Grev 1=974(LC 36),6=975(LC 37) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1611/661,2-3=-2531/1104,3-4=-2531/1104,4-5=-1411/590,5-6=-1610/659 BOT CHORD 1-10=527/1380,9-10=-526/1396,8-9=-1074/2541,7-8=-1074/2541,6-7=-544/1344 WEBS 2-10=-73/281,2-9=-561/1255,3-9=-285/254,4-7=-1226/551,5-7=-181/633 NOTES- 1)2-ply truss to be connected together with i Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=361,6=361. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 142 Ib up at 3-0-0,and 96 Ib down and 142 Ib up at 17-9-0 on top chord,and 243 Ib down and 135 Ib up at 3-0-0,and 243 Ib down and 135 Ib up at 17-7-15 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 7ifING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE W-7473 rev.10/0 312 015 BEFORE USElid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,nottem.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �qTesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing AY®g 1��� required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding then,storage-delivery,erection and bracing of trusses and truss systems,seeANSVTPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. ormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type aty Ply Hammond Residence-Ashley Casey 711483673 J160655 C01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:42 2017 Page 2 ID:MhlYuo29eOnCzZX_zco5nmzl ox5-bOyj?LfiTiVtRfpSHbARYDEiBrAdnUol9BdkTUz1 mid LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-2=-54,2-5=-54,5-6=-54,11-14=-20 Concentrated Loads(lb) Vert:2=-6(B)5=-6(B)10=36(B)7=36(B)17=-3(13)18=-3(B)19=-3(B)20=-3(B)21=-3(B)22=-3(B)23=-3(B)24=1(B)25=1(B)26=1(B)27=1(B)28=1(B)29=1(B) 30=1(B) ®WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 114I1-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MlTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p�4 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing iV@0 eW 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,seeANSf/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oh7 Ply Hammond Residence-Ashley Casey 711483674 J 160655 CO2 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:43 2017 Page 1 ID:MhIYuo29eOnCzZX_zc05nmz1 ox5-4DW6ChfKEoek2pOerJhg5Rnr5FTW WzxuNrMl?wz1 mlc 5-5-1 10-4-8 15-3-15 20-9-0 5-5-1 4-11-7 4-11-7 5-5-1 5x5= Scale=1:40.7 3 7.00 F12 i5 16 1.5x4 1.5x4 2 4 14 17 �{ 1 5 �1 N 0 Io 7 i8 19 6 5x5= 3x4= 3x4= 3x4= Oi2r8 7-0-14 13-8-2 20-6-8 0-2-8 6-10-6 6-7-5 6-10-6 Plate Offsets(X Y) [7:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 5 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 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. (Ib/size) 1=768/0-5-8,5=768/0-5-8 Max Horz 1=172(LC11) Max Uplift 1=-276(LC 12),5=-276(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1145/459,2-3=-1091/487,3-4=1 091/487,4-5=-1145/459 BOT CHORD 1-7=-315/1009,6-7=-122/653,5-6=-315/935 WEBS 3-6=-1 79/474,4-6=317/225,3-7=-179/473,2-7=-317/225 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-4-8,Exterior(2)10-4-8 to 13-4-8 zone;Cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 1=276,5=276. ,&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a lrrus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �I9 building design. Bracing Indicated is to prevent buckling of individual Truss web and/or chord members only.Additional temporary and permanent bracing M!TT ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483675 J160655 D01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:44 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmz1 ox5-YP4UQ1 gz?Jmbgyzr00CvdeJ?sfrvFQH1 cV6rYNzl mlb 2-0-0 3-0-0 7-11-8 12-11-0 15-11-0 17-11-0 2-o-0 3-0-0 4-11-8 4-11-8 3-0-0 2-0-0 Scale=1:32.9 NAILED Special 4x7= Special NAILED NAILED 1.5x4 11 NAILED 4x7= 3 17 18 19 4 20 21 22 5 7.00 12 N N 6 2 I" v 0 10 23 24 9 25 26 8 7 1 NAILED NAILED NAILED 3x4— 1.5x4 II 3x8= 1.5x4 II 3x4 Special NAILED Special 3-0-0 7-11-8 12-11-0 15-11-0 3-0-0 4-11-8 ' 4-11-8 Plate Offsets(X Y)-- [3:0-5-4,0-2-01,[5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.06 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1-25 BC 0.37 Vert(TL) -0.12 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 HOrz(fL) 0.03 6 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-2 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 quide. REACTIONS. (Ib/size) 2=676/0-5-8,6=676/0-5-8 Max Horz 2=85(LC 31) Max Uplift 2=394(LC 8),6=394([_C 8) Max Grav 2=870(LC 36),6=870(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1208/489,3-4=-1644/728,4-5=-1644/728,5-6=-1210/489 BOT CHORD 2-10=352/1053,9-10=-351/1069,8-9=-349/1051,6-8=-350/1034 WEBS 3-10=67/285,3-9=-3281668,4-9=-314/254,5-9=-328/669,5-8=-67/285 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100Ib uplift at joint(s)except(jt=1b) 2=394,6=394. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 Ib down and 142 Ib up at 3-0-0,and 96 Ib down and 142 Ib up at 12-11-0 on top chord,and 243 Ib down and 135 Ib up at 3-0-0,and 243 Ib down and 135 Ib up at 12-9-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,11-14=-20 Concentrated Loads(lb) Vert:3=-6(F)5=-6(F)10=36(F)8=36(F)17=-3(F)19=-3(F)20=-3(F)22=-3(F)23=1(F)24=1(F)25=1(F)26=1(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeW connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483676 J160655 D02 Common 4 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:45 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox5-ObesdNhbmduRl6Ylyjj8AssBB37J_uhBrgrP4pzlmia -2-0-0 7-11-8 15-11-0 17-11.0 2-0-0 7-11-8 7-11-8 2-0-0 Scale=1:34.0 4x4= 3 7.00 F12 14 15 16 13 4 2 u' � Io 6 1 3x6 1.5x4 11 3x6 7-11-8 15-11-0 7-11-8 7-11-8 Plate Offsets(X Y) [2:0-2-3,0-1-81,[4:0-2-3,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.14 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 4 nfa n/a BCDL 10.0 Code FBC2014/TPI2007 Matfix-MSH Weight:65 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 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 quide. REACTIONS. (Ib/size) 2=701/0-5-8,4=701/0-5-8 Max Horz 2=166(LC 11) Max Uplift 2—322(LC 12),4=322(1_C 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-654/234,3-4=-654/234 BOT CHORD 2-6=-24/479,4-6=-24/479 WEBS 3-6=0/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-11-8;Exterior(2) 7-11-8 to 10-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-G for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at=lb) 2=322,4=322. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 r".10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oby Ply Hammond Residence-Ashley Casey 711483677 J160655 D03 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 222017 MiTek Industries,Inc. Wed Jun 28 11:37:46 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmzl ox5-UoCErjiDXx01vG6DW RENj3PJjSTUjLwK4pbycFzl mlZ 7-11-8 15-11-017-11-0 7-11-8 7-11-8 2-0-0 4x4= Scale=1:33.4 2 7.00 12 13 14 12 15 1 3 Io 5 4 3x6 1.5x4 II 3x6 7-11-8 15-11-0 7-11-8 7-11-8 Plate Offsets(X Y) [1:0-2-3,0-1-81,[3:0-2-3,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.56 Vert(LL) -0.05 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.15 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014fTPl2007 Matrix-MSH Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 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. (Ib/size) 1=587/0-5-8,3=702/0-5-8 Max Horz 1=-157(LC 10) Max Uplift 1=-21 O(LC 12),3=-324(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-658/243,2-3=-659/237 BOT CHORD 1-5=-34/484,3-5=-34/484 WEBS - 2-5=0/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-8,Exterior(2)7-11-8 to 10-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb). 1=210,3=324. ®WARNING-Verily design parameters and READ NOTES ON THIS ANDJNCLUDED mrrEK REFERANCE PAGE 11171-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a lass system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!TT ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483676 J160655 D04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:46 2017 Page 1 I D:Mh1Yuo29eOnCzZX_zcO5nmzl ox5-UoCErjiDXx01vG6DW RENj3PHdSSJjLsK4pbycFzl mlZ 0-11-9 7-11-13 15-11-5 0-11-9 7-0-4 7-11-8 5x5= Scale:3/8°=1' 2 7.00 FIT 14 13 12 15 3 Io 4 1 1.5x4 II 3x5 i 3x5— 7-11-13 15-11-5 7-11-13 7-11-8 Plate Offsets(X Y)-- [3:0-2-3,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.11 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.24 4-6 >797 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 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. (Ib/size) 1=564/0-5-13,3=603/0-5-8 Max Harz 1=130(LC 11) Max Uplift 1=-194(LC 12),3=-222(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-704/279,2-3=-710/282 BOT CHORD 1-4=-112/521,3-4=-112/521 WEBS 2-4=-1/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-2-15 to 3-2-15,Interior(1)3-2-15 to 7-11-13,Extedor(2) 7-11-13 to 10-11-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=194,3=222. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSi/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey T11483679 J160655 D05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:47 2017 Page 1 1 D:Mh1Yuo29e0nCzZX_zc05nmz1 ox5-y_Ic22jrIE89XQhP48lcFHxUMsmnSebUiTKV8hz1 mlY 3-9-13 9-11-13 17-11-5 3-9-13 6-2-0 7-11-8 4x4= Scale=1:33.5 3 7.00 F12 12 13 14 4x4= 4x4= 1 a 4 a I" 0 6 5 7 1.5x4 11 4x4= 4x4= 4x4= 0- -6 3-9-13 9-11-13 17-11-5 Q 6 3-9-7 6-2-0 7-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.20 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 4 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (ib/size) 7=636/0-7-0,4=681/Mechanical Max Horz 7=-1 56(LC 10) Max Uplift 7=-224(LC 12),4=249(1-C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-583/266,1-2=-1614/647,2-3=-798/317,3-4=-833/319 BOT CHORD 5-6=-634/1670,4-5=-142/624 WEBS 1-6=-642/1617,2-6=-432/248,2-5=-1062/500,3-5=-63/442 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-13,Exterior(2) 9-11-13 to 12-11-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 7=224,4=249. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mTEK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a frtm system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 6F�Jq iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,PJexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qui Ply Hammond Residence-Ashley Casey 711483680 J160655 D06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:48 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmztox5-QAJ?FOjT3YGo9aGcdsGroUUfxG7AB83dX743h6zIMIX 5-2-4 10-7-8 18-7-0 5-2-4 5-5.4 7-11-8 Scale=1:33.6 4x4= 3 7.00 12 12 13 = 4x4 4x4 = 14 1 4 O I� 0 6 5 7 1.5x4 11 4x4= 4x4= 4x4= 5-2-4 10-7-8 18-7-0 5-2-4 5-5-4 7-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 5-10 >999 180 BCLL ' 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 4 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 7=660/0-5-8,4=705/Mechanical Max Horz 7=-165(LC 10) Max Uplift 7=-233(LC 12),4=-258(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-600/293,1-2=-1543/630,2-3=-825/337,3-4=-871/336 BOT CHORD 5-6=-590/1580,4-5-156/656 WEBS 1-6=-613/1537,2-6=-387/231,2-5=-960/452,3-5=-99/473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-7-8,Exterior(2) 10-7-8 to 13-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 7=23314=258. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE M77-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the appiicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483681 J160655 D07 Roof Special 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:49 2017 Page 1 ID:Mh1Yuo29eOnCzZX_zcO5nmzlox5-uMtNTkk5gsOtmkroBZo4KilpTgUgwecmmnpcDazlmlW 6-0-9 10-7-8 18-7-0 6-0-9 4-6-15 7-11-8 Scale=1:33.6 4x4= 3 7.00 FIT 12 13 3x5= 4x4= 1 14 11 m 4 71 Io 6 5 7 2x4 11 3x4— 3x4= 4x4= 6-0-9 10-7-8 18-7-0 6-0-9 4-6-15 7-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 5-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.21 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=659/0-5-8,4=705/Mechanical Max Horz 7=-176(LC 10) Max Uplift 7=-233(LC 12),4=-257(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-596/304,1-2=-1288/544,2-3=-808/347,3-4=-865/337 BOT CHORD 5-6=-477/1313,4-5=-156/650 WEBS 1-6=-525/1292,2-6=-350/220,2-5=725/352,3-5=-1 23/473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-7-8,Exterior(2) 10-7-8 to 13-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to.truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 7=233,4=257. ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekb connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M'''e,V Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483682 J160655 D08 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:50 2017 Page 1 ID:MhlYuo29eOnCzZX_zco5nmzl ox5-MZRIg41jb9W kOtO_IHJJtvZ2p41Tf6dw_RZ910zl mIV 2-0-0 3-8-13 7-0-0 12-3-8 17-7-0 20-7-12 23-9-10 27-3-0 2-0.0 3.8-13 3-3-3 5-3-8 5-3-8 3-0-12 3-1-14 3-5-6 Scale=1:50.3 Special 4x7= NAILED 1.5x4 II 4x7= 4 19 20 5 21 6 7.00 12 3x5 5x12= 1.5x4 11 3x5= i 7 8 9 3 rn 22 � v N N 2 O 1 16 15 23 14 13 12 11 10 3x4= 2x4 II 6x6= HTU26 8x8= 3x4= 2x4 11 4x10= 2x4 I I Special 3-8-13 7-0-0 12-3-8 17-7-0 20-7-12 23-9-10 27-3-0 3-8-13 3-3-3 5-3-8 5-3-8 3-0-12 3 1-14 3-5 6 Plate Offsets(X Y)-- f4:0-5-4 0-2-0] (6:0-5-4 0-2-0] [14:0-4-0 0-4-8] fl5"0-3-0 0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.13 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.25 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.06 10 n1a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:354 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. REACTIONS. (Ib/size) 10=1573/0-5-8,2=2438/0-5-8 Max Horz 2=190(LC 31) Max Uplift 10=652(LC 5),2=1137([_C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4222/1826,3-4=-4336/1960,4-5=-3839/1741,5-6=3839/1741,6-7=-3308/1431, 7-8=-2094/895,8-9=-2094/895,9-10=-1511/642 BOT CHORD 2-16=-1596/3622,15-16=-1596/3622,14-15=-1673/3770,13-14=1178/2862, 12-13=-1513/3724,11-12=-1 510/3725 WEBS 3-16=-297/202,3-15=-321/277,4-15=-641/1791,4-14=-552/648,5-14=-296/227, 6-14=-591/1346,6-13=-2351668,7-13=-1086/478,7-11—2013/850,9-11=-1 028/2504 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=27ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 10=652,2=1137. 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 8-7-4 from the left end to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)212 Ib down and 284 Ib up at 7-0-0 on top chord,and 376 Ib down and 146 lb up at 7-0-0 on bottom chord. The design/selection of such connection devices)is the responsibility of others. ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2075 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer Must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Hammond Residence-Ashley Casey T11483682 J160655 D08 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:50 2017 Page 2 ID:MhlYuo29eonCzZX_zc05nmzl ox5-MZRlg41jb9W kOtQ_IHJJtvZ2p41Tf6dW_RZ910zl mlV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-54,6-7=-54,7-9=-54,2-10=20 . Concentrated Loads(lb) Vert:4=-166(B)15=-309(B)19=62(6)23=-1482(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03I2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not t a truss system.Before use,the building designer must verify the applicabillty of design parameters and properly incorporate this design into the overall Be building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek7 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtly Ply Hammond Residence-Ashley Casey 711483683 J160655 D09 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:52 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmz1 ox5-JxZV5mm_7nmSdBaNsiLnyKfGgtQl7rBDS12Ggvzl mlT 2-0-0 4-1-5 7-9-0 12-3-8 16-10-0 20-3-14 23-7-11 27-3-0 2-0-0 4-1-5 3-7-11 4-6-8 4-6-8 3-5-14 3-3-13 3-7-5 Scale=1:52.1 5x8 M18SHS= 6x12 M18SHS 1.5x4 II 4 19 5 20 6 6x12 M1BSHS= 7.00 12 3x5� 6x8= 1.5x4 II 7 8 9 3 0 21 N � O N N 2 0 1 16 22 15 23 24 14 25 26 ;27 28 12 29 30 11 31 10 4x10= 3x6 I 8x8= HTU26 8x8= HTU26 8x8= HTU26 3X6 II 8x8= 1 0x1 0 MT20HS= HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-1-5 7-9-0 12-3-8 16-10-0 20-3-14 23-7-11 27-3-0 4-1-5 3-7-11 4-6-8 4-6-8 3-5-14 3-3-13 3-7-5 Plate Offsets(X Y) f2:0-5-0 0-1-2) f4:0-5-4 0-1-12) f6:0-8-4 0-1-12) f8'0-3-8 0-3-0) f10:Edge 0-5-8) [11.0-3-8 0-4-8) (13:0-3-8 0-5-8) fl4:0-4-0 0-4-12) [15:0-4-0,0-6-01 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.25 13-14 >999 240 MT20 244/190 TCDL 17.2 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.56 13-14 >585 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.12 10 n1a n/a M18SHS 244/190 BCDL 20.2 Code FBC2014/TP12007 Matrix-MSH Weight:600 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins, BOT CHORD 2x8 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-10 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=9943/0-5-8,2=7631/0-5-8 Max Horz 2=102(LC 24) Max Uplift 10=-3538(LC 8),2=-2687(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-14798/5142,3-4=-14821/5254,4-5=-15875/5729,5-6=-15875/5729, 6-7=-17652/6320,7-8=-13318/4767 BOT CHORD 2-16=-4424/12756,15-16=-4424/12756,14-15=-4484/12761,13-14=-5509/15522, 12-13=-7804/21930,11-12=-7841/22036,1 0-1 1=-4746/13318 WEBS 3-15=-275/102,4-15=-1433/4270,4-14=-1647/4384,6-14=-204/552,6-13=-2953/8326, 7-13=-8000/2872,7-12=-633/1765,7-11=-1 0755/3841,8-11=-3200/9000, 8-10=-15991/5702 NOTES- 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=27ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed.for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 10=353812=2687. 10)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,6-1 od Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to front face of bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual bullding component.not a miss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483683 J160655 D09 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 2B 11:37:52 2017 Page 2 ID:MhIYuo29eOnCzZX_zc05nmz1 ox5-JxZVSmm_7nmSdBaNSi LnyKfGgt017rBDS12Ggvz1 mIT NOTES- 11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-2-10 oc max.starting at 9-0-12 from the left end to 25-0-12 to connect truss(es)to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-37,4-6=-37,6-7=-37,7-9=-37,2-10=-20 Concentrated Loads(lb) Vert:22=-2299(F)23=1545(F)24=-1545(F)25=1427(F)26=1564(F)27=-1526(F)28=1609(F)29=-1526(F)30=-1526(F)31=-1375(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Oty Ply Hammond Residence-Ashley Casey 711483684 J160655 J01 Jack-Open 31 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:52 2017 Page 1 I D:MhlYuo2geOnCzZX_zc05nmzl ox5-JxZV5mm_7nmSdBaNsi LnyKfHttXe73XDS12Ggvzl mlT 2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:28.1 3 7.00 12 N ID N 9 q V B 2 14 3x4= 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(Q -0.32 4-7 >263 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=159/Mechanical,2=385/0-5-8,4=81/Mechanical Max Harz 2=241(LC 12) Max Uplift 3=-123(LC 12),2=-176(LC 12) Max Grav 3=174(LC 17),2=385(LC 1),4=125(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft Cat. ll;Exp C;Encl.,GCpj=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 3=123,2=176. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711463685 J160655 J02 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:53 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox5-n87uJ6ncu4uJFLgZQPsOVYBYnHvVsWnMhPngMLzImIS -2-0-05-0-0 2-0-0 5.0-0 Scale=1:22.5 3 7.00 F12 m Co o m N B 2 4 1 26= 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.09 4-7 >691 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 quide. REACTIONS. (Ib/size) 3=107/Mechanical,2=318/0-5-8,4=52/Mechanical Max Horz 2=193(LC 12) Max Uplift 3=-79(LC 12),2=-173(LC 12) Max Grav 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) 2=173. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �pT building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MeV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPII.Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483686 J160655 J03 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:53 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmz1 ox5-n87uJ6ncu4uJFL9ZQPsOVYBYCHy9sW nMhPngMLzl mIS -2-0.03-0-0 r 2.0.0 -3-0-0 Scale=1:16.8 3 6 7.00 12 9 e N 2 4 8 1 2x5= 3-0-0 3-0-0 Plate Offsets(X Y)-- (2.0-5-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-1 82(LC 12) Max Grav 3=58(LC 17),2=260(LC 1),4=47(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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpj=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interjor(1)0-11-2 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=lb) 2=182. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03!1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QV Ply Hammond Residence-Ashley Casey 711483687 J160655 J04 Corner Jack 16 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:54 2017 Page 1 ID:MhlYuo2geOnCzZX_zcO5nmzlox5-FKhGWSoEe00AtVkm_6NF11kjxhXbz1 Wv3XNuozlmlR -2-0-01-0-0 2-0-0 1-0-0 Scale=1:10.9 3 N 7.00 F12 2 0 o 3x4= 4 1 1-0-0 1-0-0 Plate Offsets(X Y)-- f2:Edge 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 7 >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 FBC2014/TPI2007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 quide. REACTIONS. (Ib/size) 3=-30/Mechanical,2=266/0-5-8,4=51/Mechanical Max Herz 2=98(LC 12) Max Uplift 3=-30(LC 1),2=-275(LC 12),4=-51(LC 1) Max Grav 3=53(LC 12),2=266(LC 1),4=85(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Qt=lb) 2=275. ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only Win MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T +' W building design. Bracing indicated is to prevent buckling of indlvidual truss web and/or chord members only. Additional temporary and permanent bracing ��6e, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey 711483688 J160655 J05 Diagonal Hip Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:55 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzl ox5-jW EejopsPi81 UfJyYquUazHre5XgKMWfejGwQEz1 mIQ 2-9-15 5-0-14 9-10-1 2-9-15 5-0-14 4-9-2 4 Scale=1:29.5 NAILED NAILED 13 4.95 52 NAILED 3x4 i NAILED 3 12 NAILED NAILED 11 2 14 15 7 16 6 1 NAILED NAILED 1.5x4 II NAILED 5 3x4= NAILED NAILED NAILED 3x4= 5-0-14 9.10-1 5-0-14 4-9-2 Plate Offsets(X Y)-- [2:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc puffins. 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 quide. REACTIONS. (Ib/size) 4=129/Mechanical,2=461/0-7-6,5=268/Mechanical Max Horz 2=239(LC 8) Max Uplift 4=-98(LC 8),2=343(LC 8),5=-90(LC 8) Max Grav 4=129(LC 1),2=632(LC 28),5=337(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-799/144 BOT CHORD 2-7=-222/631,6-7=-222/631 WEBS 3-7=0/285,3-6=-701/247 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 C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=1b) 2=343. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:11=51(F=26,B=26)13=-62(F=-31,B=-31)14=72(F=36,B=36)15=7(F=3,B=3)16=-47(F=-24,B=-24) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE �� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a muss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qfy Ply Hammond Residence-Ashley Casey 711483689 J160655 J06 Jack-Open 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:55 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzl ox5-jW EejopsPiel UfJyYquUazHuh5ecKOGf8jGwQEz1 mIQ -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:16.8 3 7.00 F12 N 9 N N Al 2 4 B 1 2x5 3-0-0 r 3-0-0 Plate Offsets(X Y)-- (2:0-5-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 quicle. REACTIONS. (Ib/size) 3=51/Mechanical,2=260/0-3-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Grav 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=182. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1411-7473 rev,70/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey T114B3690 J160655 J07 Diagonal Hip Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:56 2017 Page 1 ID:MhIYuo29eOnCzZX_zcO5nmziox5-BjoOx7gUA?Gu6otB5XQj7ApOcUyb3tfoNNOUz6zlmlP -2-9-15 2-2-15 4-2-3 2-9-15 2-2-15 1-11-3 Scale=1:16.4 4 1.5x4 z 4.95 F12 NAILED 3 NAILED 10 2 11 6 5 NAILED 3x4= NAILED 3x4= 1 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 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 quide. REACTIONS. (Ib/size) 4=65/Mechanical,2=282/0-7-6,5=10/Mechanical Max Horz 2=143(LC 24) Max Uplift 4=-73(LC 24),2=296(LC 8),5=-109(LC 17) Max Grav 4=79(LC 17),2=379(LC 28),5=194(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-354/206 BOT CHORD 2-6-222/318 WEBS 3-6=-354/248 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=lb) 2=296,5=109. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148'X3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:10=51(F=26,B=26)11=72(F=36,B=36) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSt 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 Ody Ply Hammond Residence-Ashley Casey T11483691 J160655 JOS Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:57 2017 Page 1 I D:MhlYuo29eOnCzZX_zcO5nmz1 ox5-fvMOBTg6xJOkkySKfFxyfOMFRuAxoEYybi 11 V6zl mlO 3-7-1 7-0-0 3-7-1 3-4-15 3x4 11 Scale=1:27.5 3 9 7.00 12 3x8 i 2 N N N o a v 1 10 6 11 5 3x6 HTU26 3x10 11 HTU26 4 = HTU26 6x6— 3-7-1 7-0-0 3-7-1 3-4-15 Plate Offsets(X Y)-- [1:0-6-0.0-0-71,[3:0-3-4,0-0-81,[5:0-3-0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.06 6-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 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 quide. REACTIONS. (Ib/size) 1=1119/0-5-8,3=79/Mechanical,5=1502/Mechanical Max Horz 1=167(LC 21) Max Uplift 1=-376(LC 8),3=-128(LC 21),5=580(1_0 8) Max Gram 1=1119(LC 1),3=84(LC 13),5=1502(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1618/532 BOT CHORD 1-6=-581/1392,5-6=-581/1392 WEBS 2-6=-538/1502,2-5=-1674/698 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=376,3=128,5=580. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 5-9-2 to connect truss(es)to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,1-4=-20 Concentrated Loads(Ib) Vert:6=-685(B)1 O=-661(B)11=-685(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual balding 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 MOW OW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I QW Ply Hammond Residence-Ashley Casey T11483692 J160655 Jog Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:58 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmzl ox5-75wnMprlicXbL61 XDySBCbvKgialXnO5ghVb1 Zz1 mIN 7-0-0 7-0-0 Scale=1:26.1 2 7.00 12 8 T u 7 9 4 1 3x4= 3 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.15 3-6 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.31 3-6 >272 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n1a n1a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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. (Ib/size) 1=257/0-5-8,2=167/Mechanical,3=90/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-43(LC 12),2=-134(LC 12),3—B(LC 12) Max Grav 1=257(LC 1),2=181(LC 17),3=127(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=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. If;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed:end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3 except Qt=lb) 2=134. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M➢-7473 rev.10!03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual(wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' /�T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IdAI l�r ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Hammond Residence-Ashley Casey T11483693 J160655 J10 Jack-Open 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:58 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox5-75wnMprlicXbL61XDySBCbvPxlgnXnO5ghVblZzlmiN -2-0-0 2-6-8 2-0-0. 2-6-8 Scale=1:15.4 3 7.00 FIT 9 C? N 2 4 6 1 2x5 2-6-8 r 268 Plate Offsets(X Y) 12:0-5-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 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 Installation quide. REACTIONS. (Ib/size) 3=36/Mechanical,2=251/0-5-8,4=9/Mechanical Max Harz 2=134(LC 12) Max Uplift 3=-21(LC 9),2=-189(LC 12) Max Grav 3=42(LC 17),2=251(LC 1),4=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Ot=lb) 2=189. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MD'EK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parametersand properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiiTeW Is.always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Hammond Residence-Ashley Casey T11483694 J160655 J11 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:59 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox5-cIU9Z9sNTwfSzGcjngzQkpRURizuGEGF3LE8a?zlmIM -2-9-15 3-6-6 2-9-15 3-6-6 Scale=1:15.1 3 4.95 Fl2 8 2 4 4x4= 1 3-6-6 r 3-6-6 Plate Offsets(X Y)-- [2:0-0-10,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.03 4-7 >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 FBC2014/TP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 3-6-6 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) 3=50/Mechanical,2=349/0-7-6,4=13/Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-24(LC 9),2=-263(LC 12) Max Grav 3=50(LC 1),2=349(LC 1),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.=All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-10-10 to 1-4-5,Exterior(2)1-4-5 to 3-5-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=263. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE �' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI BuRding 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 Hammond Residence-Ashley Casey 711483695 J160655 J12 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:37:59 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox5-clUgZgsNTwfSzGcjngzQkpRahiOOGEGF3LEBa?zlmlM -2-0-0 2-6-8 2-0-0 2-6-8 Scale=1:15.4 3 7.00 FIT g o C? T 2 4 8 1 26= �2-6-8-6-8 2-6-8 Plate Offsets(X Y)-- 12.0-5-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0:00 Horz(TL) 0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 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 quide. REACTIONS. (Ib/size) 3=36/Mechanical,2=251/0-5-8,4=9/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-21(LC 9),2=-189(LC 12) Max Grav 3=42(LC 17),2=251(LC 1),4=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=189. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.10/0311015 BEFORE USE. Design valid for use oNy with MITeM connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a inns system.Before use,the building designer must verify the applicab➢Ity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply Hammond Residence,-Ashley Casey 711483696 J160655 J13 Half Hip Girder 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:38:00 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzlox6-4U2XnVt?EEnJbQBvKNUtHO_ee6Bb?gJOl?_h6RzImIL 1-7-1 2-6-8 _ 3-0-0 1-7-1 0-11-7 NAILED NAILES 5 B 1.5x4 i Scale:1"=1' 7 3 7.00 121.5x4 2 1 0 0 8 9 4 HTU26 NAILED 6x6= 3x4= NAILED 1-7-1 3-0-0 1-7-1 1-4-15 Plate Offsets(X Y) (1:0 215 Edgel [3:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.01 - 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.03 4-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 OG purlins. 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. REACTIONS. (Ib/size) 1=1002/0-5-8,4=644/Mechanical Max Horz 1=68(LC21) Max Uplift 1=-349(LC 8),4=-261(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-430/140 BOT CHORD 1-4=-251/607 WEBS 2-4=-693/287 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Ii;Exp C;Encl.,GCpi=o.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=349,4=261. 6)Use Simpson Strong-Tie HTU26(20-1od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-0-12 from the left end to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:l-3=-54,1-4=-20 Concentrated Loads(lb) Vert:3=-4(F)4=1(F)7=-6(F)8=-1428(B)9=1(F) ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M17-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oly Ply Hammond Residence-Ashley Casey 711483697 J160655 P01 PIGGYBACK 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:38:01 2017 Page 1 ID:MhlYuo29eOnCzZX_zcO5nmziox5-Ygcv_rtd?XvACam6u5?ugEW?JVj_kBmYWfjFeuzlmlK 1-7-15 3-3-14 1.7-15 1-7-15 3x4= Scale:1.5°=1' 7.00 FIT 2 3 1 v v a ro IT 0 i Mini; 2x4 i 2x4 3-3-14 3-3-14 Plate Offsets(X Y)-- f2:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 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=67/3-11-12,3=67/3-11-12 Max Horz 1=-15(LC 10) Max Uplift 1=-24(LC 12),3=24([-C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE 6fn-7473 rev.10/032015 BEFORE USE. �' Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Bufiding 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 CAA Ply Hammond Residence-Ashley Casey 711483698 J160655 P02 Piggyback 22 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:38:012017 Page 1 ID:MhlYuo29eOnC7ZX_zc05nmzl ox5-Ygcv_rtd?XvACam6u5?ugEW?tVirk8mYWfjFeuzl mlK 2-2-14 4-5-12 2-2-14 2-2-14 3x4= Scale=1:8.6 2 7.00 FIT 3 1 a xo 0 16 0 2x4 i 2x4 4-5-12 4-5-12 Plate Offsets(X Y)-- f2'0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL .20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 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=110/3-11-12,3=110/3-11-12 Max Horz 1=-25(LC 10) Max Uplift 1=39(LC 12);3—39(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,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 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,3. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. lion �' Design valid for use only with MITek8 connectors,This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addllional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and in=systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type C7ty Ply Hammond Residence-Ashley Casey 711483699 J160655 P03 GABLE 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:38:02 2017 Page 1 I D:MhlYuo29eOnCzZX_zco5nmzl ox5-Ot9HCBuFmrl l gjLISoX7MR378vl JTb?hIJToAKzi mlJ 1-7-6 4-3-6 7-1.12 1-7-6 2-8-0 2-10-6 Scale=1:14.4 4x4= 3x4= 4 7.00 12 3x4= 2 5 C0 1 m 0 o IT 0 6 0 0 6 2x4 5�- 1.5x4 11 2x4 7-1-12 7-1-12 Plate Offsets(X Y)-- [2:0-2-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=178f7-1-12,5=122[7-1-12.6=117f7-1-12 Max Horz 1=-25(LC 10) Max Uplift 1=-78(LC 9),5=72(LC 12),6=-4(LC 12) Max Grav 1=178(LC 1),5=122(LC 1),6=163(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-273/274,4-5=-276/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-9-1 to 4-3-6,Interior(1)4-3-6 to 4-10-14,Extedor(2)4-10-14 to 6-4-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 Ib uplift at joint(s)1,5,6. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicablllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r ► 4y Ply Hammond Residence-Ashley Casey T11483700 J160655 PO4 Piggyback 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jun 28 11:38:03 2017 Page 1 ID:MhlYuo29eOnCzZX_zc05nmzl ox5-U3jgPXvtX9guStwUOV2MvfcJwJOXC2_q_yCMjmzl mlI 3.6-14 7-1-12 3-6-14 3-6-14 Scale=1:14.5 4x4= 2 7.00 FIT 3 1 a � 0 I� 0 0 0 4 2x4 i 1.5x4 11 2x4 7-1-12 7-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight:22 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CH611D 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 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. (Ib/size) 1=107/6-7-12,3=107/6-7-12,4=202/6-7-12 Max Horz 1=-47(LC 10) Max Uplift 1=-52(LC 12),3=-52(LC 12),4=-45(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p p� 1' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ff-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. C1-2 C2a 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves o WEBS may require bracing,or alternative Tor 1 Cq p bracing should be considered. �� c U 3 �fy 3 p O 3. Never exceed the design loading shown and never a �°U stack materials on Inadequately braced trusses. 0 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7 8 �� C5b designer,erection supervisor,property owner and plates 0-1/0 from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software Or upon request. B. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. M PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, hAiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 ------ . ! `Builder Job Information, , Glen nLayton Hms Job#: J160655 3787 Palm Valley Rd Ste 4SI File#: Ponto Vedra Beach, FL 32082 (904)758-4380 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 1 Jacksonville, FL 32256 jaxtruss@mbs-corp.com ,_ Hammond Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report`and Delivery'Date`'' DATE 06/28/17 Lot 54 OceanWalk Del. Date: Cover Sheet j I Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG I CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 I 2 Ply 7.00 0.00 A01 39-03-00 39-03-00 2 X 4 2 X 6 02-00-00 02-00-00 11-07-12 i 2 7.00 0.001 A02 39-03-00 39-03-00 2 X 4 2 X 6 02-00-00 02-00-00 11-07-12 3 7.001 0.00 A03 39-03-00 39-03-00 2 X 4 2 X 6 02-00-00 11-07-12 1 7.000.00 A04 41-11-00 41-11-00 2 X 4 2 X 6 02-00-00 02-00-00 11-07-12 2 7.00 0.00 A05 41-11-00 41-11-00 2 X 4 2 X 6 02-00-00 11-07-12 2 7.00 0.00 A06 41-11-00 41-11-00 2 X 4 2 X 6 02-00-00 11-07-12 I � � 2 7.00 0.00 A07 41-11-00 41-11-00 2 X 412 X 6102-00-00 11-07-12 j 2 7.00 0.00 A08 41-11-00 41-11-00 2 X 4 2 X 6 02-00-00 11-07-12 i 2 7.00 0.00 A09 37-11-00 37-11-00 2 X 4 2 X 6 10-06-00 2 7.00 0.00 A10 37-11-00.. 37-11-00 2 X 4 2 X 6 10-06-00 2 7.00 5.00 A11 37-11-00 37-11-00 2 X 412 X 6 10-06-00 2 7.00 5.00 Al2 37-11-00 37-11-00 2 X 4 2 X 6 10-06-00 3 7.00 5.00 A13 37-11-00. 37-11-00 2 X 4 2 X 6 10-06-00 1 7.00 0.00 A14 41-11-00 41-11-00 2 X 4 2 X 6 02-00-00 11-07-12 i 1 7.00 0.00 A15 39-03-00 39-03-00 2 X 4 2 X 6 10-06-00 1 i 2 Ply 7.00 0.00 A16 39-03-00 39-03-00 2 X 4 2 X 6 02-00-00 02-00-00 11-07-12 1 3.00 0.00 B01 13-01-00 13-01-00 2 X 4 2 X 4 02-02-04 03-09-13 12 3.00 0.00 B02 13-01-00 13-01-00 2 X 4 2 X 4 02-02-04 04-01-07 1 3.00 0.00 B03 06-05-00 06-05-00 2 X 412 X 4 01-11-02 I 1 2 Ply 7.00 0.00 C01 20-09-00 20-09-00 2 X 4 2 X 4 02-01-05 2 7.00 0.00 CO2 20-09-00 20-09-00 2 X 4 2 X 4 00-02-08 00-02-08 06-04-15 1 7.00 0.00 D01 15-11-00 15-11-00 2 X 4 2 X 4 02-00-00 02-00-00 03-03-01 i 4 7.00 0.00 D02 15-11-00 15-11-00 2 X 4 2 X 4 02-00-00 02-00-00 06-01-12 2 7.00 0.00 D03 1 15-11-00 15-11-00 2 X 4 2 X 4 02-00-00 06-01-12 " Builder "Job Information Glenn Layton Hms Job#: J160655 3787 Palm Valley Rd Ste Ponte Vedra Beach, FL 32082 File#: (904)758-4380 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Hammond Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report'and Delroery�Date DATE 06/28/17 Lot 54 OceanWalk Del. Date: Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN -To-PTB o LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 D04 15-11-05 15-11-05 2 X 4 2 X 4 05-00-00 1 7.00 0.00 D05 17-11-05 17-11-05 2 X 4 2 X 4 00-00-06 05-00-00 1 7.00 0.00 D06 18-07-00 18-07-00 2 X 4 2 X 4 1 05-00-00 1 7.00 0.00 D07 18-07-00 18-07-00 2 X 4 2 X 4 05-00-00 1 2 Ply 7.00 0.00 D08 27-03-00 27-03-00 2 X 4 2 X 6 02-00-00 05-07-01 1 3 Ply 7.00 0.00 D09 27-03-00 27-03-00 2 X 4 2 X 8 02-00-00 06-00-05 31 7.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 8 7.00 0.00 J02 05-00-00 05-00-00 2 X 412 X 4 02-00-00 04-05-01 8 7.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 03-03-01 l/ 16 7.00 0.00 J04 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 02-01-01 4 4.95 0.00 J05 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 05-06-08 15 7.00 0.00 J06 03-00-00 03-00-00 2 X 412 X 4 02-00-00 03-03-01 4 4.95 0.00 J07 04-02-03 04-02-03 2 X 4 2 X 4 02-09-15 03-02-08 ® 1 7.00 0.00 J08 07-00-00 07-00-00 2 X 4 2 X 6 04-05-05 1 7.00 0.00 J09 07-00-00 07-00-00 2 X 4 2 X 4 04-05-05 loge 1 7.00 0.00 110 02-06-08 02-06-08 2 X 4 2 X 4 02-00-00 02-11-14 2 4.95 0.00 ill 03-06-06 03-06-06 2 X 4 2 X 4 02-09-15 02-11-04 1 7.00 0.00 J12 02-06-08 02-06-08 2 X 4 2 X 4,02-00-00 02-11-14 ® 2 7.00 0.00 J13 03-00-00 03-00-00 2 X 4 2 X 6 01-10-02 2 7.00 0.00 P01 02-09-14 02-09-14 2 X 4 2 X 4 00-10-02 22 7.00 0.00 P02 03-11-12 03-11-12 2 X 4 2 X 4 01-02-03 2 ±7.000.00 P03 06-07-12 06-07-12 2X4 2 X 4 01-02-03 3 .00 PO4 06-07-12 06-07-12 2 X 4 2 X 4 01-11-08 ITEMS QTY11 I PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 Builiier Job"Information Glenn Layton Hms Job#: J160655 3787 Palm Valley Rd Ste 4SI Ponte Vedra Beach, FL 32082 File#: (904)758-4380 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies �; PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Hammond Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 ,Report and DeliveryD.ate DATE 06/28/17 Lot 54 OceanWalk Del. Date: Cover Sheet Truss Level: ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 Hanger HGUS26-2 15 Hanger HTU26