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1798 Atlantic Beach Dr new single-family home permit .'S VLIy CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 .. ort 9* Y INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0080 Description: new single-family home Estimated value: 394019.85 Issue Date: 8/14/2017 Expiration Date: 2/10/2018 PROPERTY ADDRESS: Address; 1798 ATLANTIC BEACH DR RE Number. 169505 1620 PROPERTY OWNER: Name: BERICHON JEFFREY S Address; 6070 CENTER ST MENTOR, OH 44060 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 Phone: -pERmif 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. 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road P so- —p 0.5'(D Atlantic Beach,Florida 32233-5415 Phone(904)247-5826 Fax(904)247-5845 Date routed: D b d(D 1 I 7 E-mail: building-dept@coab.us Cityweb-site: hhp:/Aw coab.us APPLICATION REVIEpW� �ArND TRACKING FORM Property Address: I $ A:djah( Dcn(NI #Sewims t review re uired Ye No Applicant: Et�R(S i �L G6�-S onin istrator Project: hL—+L(r'vtt�y r'lame e ty s Other Agency Review or Permit Required Review or Receipt Date of Pernik 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: pproved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING 8 ZONING Reviewed by: Date:g 3 TREE ADMIN. Second Review: ❑Approved as revised. ❑De d. ❑Not applicable ,l 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 05119/2017 CITY OF ATLANTIC BEACH Aft 800 Seminole Road Atlantic Beach,Florida 32233 OFFICE COPY Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: '7/3 A 7 Received by: Resubmitted: PermitN er: C-$/1 -06TO Original Plans Examiner: Project Name: be/i tet,, . 413'J--C L Project Address: I?Ff Contractor: M c4f R y, d7 Contact Name: < 1�.v A r/ Contact Phone : `t^V-�13• �4'/l Contacte-mail: f'tb•r .,,�tt �°r .,crfvt_ti��c . r-� Revision/Plan Check/Permit Fee (s)Due: $ .!GI00 Description of Proposed Revision to Existing Permit: A:larc / <k, r r/ rola fV J U�4�t►'i,'r.�mh.a� ; Additional Increase in Building Value: $ ems- Additional S.F. 4'- Site Site Plan Revised: Public W/U Approval: By signing below.l(pritd nn ne) �"m � "`'(' affirm that the above revision is inclusive of the proposed changes. '1 -71311/7 Signature of Contractor/Agent(contreotor men sig if incr c in vatuneon) Date Cpl Office Use Only Dan, V _h APprovinf Rejected: N/Ato Dept Plan Review Comments: ent review required Yes No uildin in &Zoning Plans Examiner Tree Adminis ra or Public Works Public Utilities Public Safety Date r�mvn a 4 Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.14.2017 OFFICE COPY Permit#• PES17-0080 Site 12276 San Jose Blvd.,Ste. 120, Site Address: 1 1798 Atlantic Beach Drive A.B. Address: JAX Review: I 1 Phone: 904.503.7055 RE#: 169505-1620 Email: Homeowner Jefferey S Berichon, Applicant: Riverside Homes of N.Florida, lbishop@myriversidehome.co INC. in CORRECTION COMMENTS: These comments are from 1 of 4 departments that are i No"k . itted do not match up with the printed out technical/cut ws and doors. Also, Jeld Wen print-outs for instance don't the print-outs. Please hand write in on those print-outs theticular door or window. Plastpro on the other hand has the sheets, bottom right hand corner. Please submit 2 newrected product approval sheets. ti Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 I •7 eyndl(�d ��1/7P4' (� ✓nlM Pnf) � / 1 r/ >t� • . rmit ReviewsCity n of 51�• Permit Number: RES17-0080 Description:new single-family home Applied:6/26/2017 Approved: Site Address:1798 ATLANTIC BEACH DR Issued: Finaled: City,State zip code:ATLANTIC BEACH,FL 32233 Status:RECEIVED Applica E> Parent Permit: Owr ERICHO JEFFREYS OFFICE COP Parent Project: Co itr E> Details: LIST OF SENT DATE RETURNEDDATE DUE DATE TYPE CONTACT STATUS REMARKS Review Group:AUTO 6/zfi/201] 6/z6/2D17 SUBMITTAL lenniter Johnston APPROVED COMPLETENESS Notes: 6/26/201] ]/14/201] ]//6�/�201] BUILDING Building DENIED Notes. �ilY Y2CG� TWTnS C*-Ff 0..C.♦.c L� 1.The FL Ws submitted do not match up with the printed out technical/cut sheets for windows and doors. Also,Jeld Wen print-outs for instance don't have the FLNs on the print-outs.Please handwrite in on those print-outs the FLp for that particular door or window.Plastpro on the other hand has the FLp on their cut sheets,bottom right hand corner.Please submit 2 new copies of the corrected product approval sheets. 6/26/2017 6/30/2017 ]/6/201] ZONING 1 Brian BrocdelI DENIED Notes: —P l..--��s CfArV L-t e tf— 2.1.2 C i Cy,Ap(-ft C� Height:Please show the exact height measurement without the+/-. r YY�� 1L�Y,lf, Side Yard Projections:Section 24-83(b)limits side yard projections into side yard setbacks,i rejoicing roof overhangs,to 24'.Please show that this requirement is being met or revise plans accordingly.Please clarify roof overhang measurements to furthest point of projection. A/C Location:The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines.Please show that this is being met or revise accordingly. APPROVED Received at PW 6/26/201] ]/3/201] ]/6/201] PUBLIC WORKS Public Works W/CONDITIONS 6/2]/1] Notes: See Conditions of Approval that will be printed on Permit. APPROVED Received at PW 6/26/201] 6/30/2017 ]/6/201] PUBLIC UTILITIES Pubhc Utilities W/CONDITIONS 6/27/17 Notes: See Conditions of Approval that will be printed on Permit. 0,0 Printed:Thursday,20 July,2017 1 of 1 City of Atlantic Beach APPLICATION NUMBER 6Building Department (To be assigned by the Building Department.) t 800 Seminole Road �LC 11 _6 l Y� Atlantic Beach, Florida 32233-5445 l.J T OL/ Phone(904)247-5826 Fax(904)247-5845 E-mail: building-deptQcoab.us Date routed: Dlolaol 1-4 City website: http:/Mwwcoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: gffi(r(/I 4Y. Department review required Yes No '' ff__ U In Applicant: I^4NSi ,tt t__ GNUS nni &Zonin f� \- Tree Administrator Project: Uhf W Siryp�L— ilnt1)Z) fXlP 15uhlic Workn_-% ZEUI;llIc Utili6e Public Safety Fire Services fjeview 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,,,��rrr Reviewing Department First Review: ❑Approved. ,�IDenied. [—]Not applicable (Circle one.) Comments:.11Qi 1 5 t_ �o /c✓e/ f , ale 5e44, BUILDING PLANNING &ZONING Reviewed Date: b 1-3c"-1 7 TREE ADMIN. Second Review: as revised _ ❑App . roved ❑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 0 511 912 017 CITY OF ATLANTIC BEACH 800 Seminole Road +° Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: .? 3)11'7 Received by: Resubmitted: Permit Number, C5 11 ^oo TO Original Plans Examiner: Project Name: beth t%. 4'3,JvcCC ProjectAddress: l'Iff <..�,� llc , P, Contractor: V11c R.63 Contact Name: < 13rvz1 .r U Contact Phone : '?W—'F(3. 7N 7( Contact e-mail: C - Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: Ad.lirl/ f� CG z.r/ root N A Rt) 401)0T 11t'nt9 -�,3 1 rJ F-c i Additional Increase in Building Value: $ `� Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I wintname) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Convector must sign if inc nese in valuation) Date omce Use Only Date: ApprovW: L// Rejmtcd: N/A to Dept: Plan Review Comments: qApadMent review required Yes No uildin —Ph�mg&Zoning Tree Adminis ra or 2Plans Examiner Public Works X' / - Public Utilities !/ Public Safety Fire Services Date c,.wa rlvn aN.. rAed nPermit Reviews City of Atlantic Beach tuv Number: RES17-0080 Description: new single-family home :6/26/2017 Approved: Site Address:1798 ATLANTIC BEACH DR Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 ECEIVED Applica E> ermit: Ow r. ERICHO EFFREYS roject: Contr E>LIST OF REVIEWS DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group',AUTO 6/26/2017 6/26/2017 SUBMITTAL l,rn,f,,Johnston APPROVED CBM PLETENESS Notes: 6/26/2017 1 ]/14/201] 1 7//6/201] BUILDING Building DENIED Notes. Cil4 rec4ed Tiy/ l C-tO,(A,4 1.The FL Ms submitted do not match up with the printed out technical/cut sheets for windows and doors. Also,leld Wen print-outs for instance don't have the Foes on the print-outs.Please handwrite in on those print-outs the FL#tar that particular door or window.Plaststo on the other hand has the FLM on their cut sheets,bottom right hand corner. Please submit 2 new copies of the corrected product approval sheets. 6/26/2017 6/30/2017 1 7/6/2017 ZONING Brian Broedell DENIED Notes T Y/-r s CSV`^ �t�l�•C�l�_�/-C d 01 Height:Please show the exact height measurement without the+/-. Ih� IZ Q.tUns a-✓e ' Side Yard Projections:Section 24-83(b)limits side yard projections into s ide yard setbacks,including roof overhangs,to 24".Please show that this requirement is being met or revise plans accordingly.Please clarify roof overhang measurements to furthest point of projection. A/C Location:The SPA s M for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines.Please show that this is being met or revise accordingly. 6/26/2017 ]/3/201] 7/6/2017 PUBLIC WORKS Public Works APPROVED Received at PW W/CONDITIONS 6/27/1] Notes: See Conditions of Approval that will be printed on Permit 6/26/2017 6/30/2017 7/6/2017 PUBLIC UTILITIES Public Utilities W/CAPPROONDVEITIONS 6/2J/llD Rece27/1 PW Nates: See Conditions of Approval that will be printed on Permit Printed:Thursday,20 July,2017 1 of 1 `.s s� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road -) —C) D )WD Atlantic Beach,Florida 32233-5445 ±, 12—es Cl Phone(904)247-5826 Fax(904) 247-5845 ^—� E-mail: building-dept@coab.us JUN .� Date routed: Obfaro II 7 City web-site: http://�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I'-�1 $ A+J J"( &A6t 1 0tDepartment review re uired Yes No pI_Applicant: F4045 i A.� GNUS onin\- trator Project: htt^I Sirt •1Z)rvlQs Public Safety Fire Services Review fee $ J O Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified B Florida Dept.of Transportation St.Johns River Water Management DisNct Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLiqATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING3 Reviewed by: r✓ Date: o TREE MIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable P WORKS Comments: PUBLIC UTILITIESS PUkLIC�E4' Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511912077 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT r rt 1200 Sandpiper Lane Atlantic Beach, FL 32233 �.�oraivT Y (904) 247-5834 NEW WATER/ SEWER TAP REQUEST Date �O -(� Project Address 17/ 'R ARAB I 't"PL? D1— Number of Units�, Commercial_ Residential Multi-Family_ New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) tr New Reclaim Water Meter✓ Size 3/Lr New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application If OFE 0 0 Water System Development Charge $ lot 4 0, 00 Sewer System Development Charge $ (S�O�. U) Water Meter Only Reclaim Meter Only $$ ( !�' 00 Water Meter Tap 5 Sewer Tap $ Cross Connection $ Other $ TOTAL 5 .S, (Notes) APPROVED Kayle Moore P.E. Date 30 17 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 Building Department (To be assigned by the Building Department.) 300 Seminole Road oo Lcc c� :�• Atlantic Beach, Florida 32233-5445 c JPhone(904)247-6826 Fax(904)247-5845 •' oall� E-mail: building-dept@mab.us Date routed: 0(0 rp II-4 Citymb-she: hhp:/Av .coab.us APPLICATION REVIEW AI"ND TRACKING FORM Property Address: 1 '1-` D A+-(At%( &A((, l4Y. Department review required Yes No I_ Applicant: �4l(5 i A[ �mcs nmZonin r istrator Project: Y1LU sylj� L—fGt rly come iestys 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: Approvveed.. I / FE]Demed.. ❑Notapplicable (Circle one.) Comments: JGG Mr'V606 t. www j BUILDING PLANNING&ZONING Reviewed b Date:1 10 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 BUILDING PERMIT APPLICATION 0 CITY OF ATLANTIC BEACH , 0"M OQPY 800 Seminole Road,Atlantic Beach,FD 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 1798 Atlantic Beach Drive Permit Number: yk5(l - OO 0 Legal Description Lot 65 Atlantic Beach Court C b Unit 2qq5�-132 o8-2S.29E.22 Parcel# 1q69505-1620 Valuation of Work$_Proposed Work heated/cooled t3049 non-beated/cooledl ( g 3 3 9•/y.l� class"fork(circle one): New Addition Alteration Repan tion pool/spa window/door Use of existin rorwd'stractare(s (circle one):• Commercial side If an existing�apiucture,is a fire spirfu system installed?(Circle one . No /A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed:New construction-SFR Property Owner Information: Name: Jefferev S Berichon Address: 1798 Atlantic Beach Drive City Atlantic Beach State FL Zip 32233 Phone 904-503-7055 E-Mail or Fax(Optional)lbishoa"yntiersidehome com Contractor Information: Company Name: Riverside Homes of North Florida Inc. Qualifying Agent:Matthew Roberts Address:12276 San Jose Blvd.,Ste. 120 City Jacksonville State FI Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number_Same Fax#N/A State Certification/Registration# BC 1254135 Architect Name&Phone#Michael Stauffer 904-471-2552 Engineer's Name&Phone#Apex 904-821-5200 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I rerdfy that he woror k installation has commenced prior to the issuanceofapermtt and that all work willbeperfwmed to or the standards ofalilaws regulating construction in thiijurisdichom This perat mit becomes null and void f work is not commenced within sir(6)momhs, or ifconrhvcdon or work is suspended w abandonedjw a peadi /�) onfhse�aX trier work is commenced 1 understand that separate permits must be secured for Eleddca! Wwk,PlumMng,StgM, W F ems Tartu amd Air CondWrmem,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOOFINANCING CONSULT YOUR R AN ATTORNEYBEFORE RECORDING O COMMENCEMENT. !herebbyy certify that I have readan l examinedthis plication andknow the same to be due and correct. All provision,oflaws and wdimmncesigotw rning this ofwwkwnllbe complied withwhetherspec�ddd minnewt Thegrandng afapermildces not presume to give authority to violate or canoe the provisions o airy adur federal,state,or Ionil law regulating construction or the pe mance afcomar uction. Signature of Owner Signature of Contractor �� Print Name J2 �.. 'rlt;,y,(U'✓,..._..._ Print Name Swom t and subscribed before me Sworn to and subscribed before me this Day of 1 r'�•^'� .20 �� this Day of��-f tj Nothity Public iWiLary Pu rc Revised 116.10 ,r.. LINDSEY M.BISHOP - LINDSEY M.BISHOP + Notary Public.Sale of Florida : Notary Public-state of Florida S. commis is FF 945204 commission a FF 918201 '� g` M Gomm.ErPlrea Jan 19,2020 % `$/ •` My Comm.Expires Jan 19.2020 x4:•" y ,p,6 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY pp c Review Result (circle one): Approved Disapproved Approvedw/Conditions I ' ReviewInitials/Date: 7 /y /-7 � Development Size Habitable Space ey 3, Non-Habitable 2933 �r Impervious area Miscellaneous Information )ccupancy Group R- 3 ype of Construction y t3 umber of Stories 2 :ming District A cG ax. Occupancy Load :e Sprinklers Required_ )od Zone X editions/Comments: Atlantic Beach Country Club lot 65 t Q"RM WY 1798 Atlantic Beach Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer RECEIVED 1093 A1A Beach Blvd.,N330 St.Augustine Beach, FL 32080 JUN 2 2 2w Building Deparhnet City of Atlantic Beady FL R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL32233 Owner's Name: llyoe i Property Address: 1171 'blraw� �l-I-lCtyttir l�/aGh��L 3223} , Subdivision: �t�iCi .✓?ILLI^ �-fa/'l1r'jfCJ� Lot#/Block#: ' I R.E. #: q 5051(,7,0 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this �_ day of MgM/ , 20tJ by Atlantic Beach, Florida, a municipal corporation organized and existing under he laws of the State of Florida,hereinafter referred to as "CITY" and i Iloyr Stc ' k-bmw 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: NQ.UJ C1`XVS�'rUC'E1C`I� —SF2 Any facility maintained, repaired, erected, and/or installed in die exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return recei t requested, to the following address: Jas-Ito .fN .X1.Se. 1BWd ti 139, �acdCSa ,vibe R_ 30333 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks" Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATE SI NED this �^ day of U 20Q3 By Pr rt rOr signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this _ , day of rn , 2010 personally appeazed before me, a Notary Public in and for said Coanty d State, G Z0 vI the property owner of �'1QS( L 'M✓H,(i �(ce Cti P/lver Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she exec ed the same freely and voluntarily and for the uses and purposes therein mentioned. i N116 tary Public in or said 'oun nd State �""",- LINOSSY M.BISHOP Notary Public-State of Florida " �` Commission M FF 946204 CITY OF ATLANTIC BEACH, FLORIDA, a ,n. My Comm.expires Jan 19.2020 municipal corporation: Approved: -Risley-FrEe eper,f'aMie-Vderksllirecter .1 -r Scot�W�lliatvts?h12✓�w,Pablic WovKs�ir¢ebV For Permits where city sidewalk is impacted, City Manager approval required: im an o�n, i an ger Page 2 of 2 ,s 3 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-24]5800 Olt Y r Atlantic Beach,Florida 32233-5445 Fax 904-24]-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date ID PERMIT# ISSUED BY THE CITY Job Address PIA\G V'S\' C BCIAJG Y- Ylv- n,� '1 Permitee: �1VQC'S. 1C�2 tAum8 OE N. LC .IIN . Telephone# (IC4•�3'10,i5 Permittee Address: 1ob/-7LQ SO JUS2 BWcI}4 i&D, eWzof 1194 El 3-)1o3 Requesting Permission to Construct: New czyi yuc-�'ON_ SM Location: (Reference to Cross-Street) 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 DC Florida Department of Transportation Standards and be performed under the superyi on of lir to a.I t \r 11P\ � (Contractor's Project Superintendent)located at KIVPYSi fWT-S Telephone#: x.703'71055 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 imuenulous 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 :�o 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. g, The Directguo Works shall be notified twenty-four (24) hours prior to starting work and again immediatelpletio .OWNER Signed: Date:Before day ofyin the Cqunty of Duval, u'° "•r, LINDSEV M.BISHOP Bonn Or Flonda,has personallyappeared PLL.. ++rr ]avid 1" Notary Public.Shat,of Florida Notary Public at Large,state of Florida,County of Duvet. perso Produced Idenfircawn: Commission M FF 946204 My commission expires: My Comm.Expires Jan 19.202 . . 0"f" owy SITE PLAN LOT 65 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FL GRAPHIC SCALE < f7- ( IN FEET ) YC\6RARR rnw as IMFFENWa�NAA4E \` `` \\\ ®.tiu'�ro<m wxrzrv� CIIPYE >A01£ •DIM n a \ ( a ¢� nSUY Yrs��e wwa p�R BVILLYXC WNAA6E .G � .y wrt n'Vp ua b a � ,PAS ah f -3� ep1 a ae*. 10 L� \s�pq Nc UNE TIRE ,,, . �\ tea.• 4,, ,.y, .,v� O \ e ijdt) Fos:RIVERBEDS HONES caaiVUED Pm RIVERSIDE HONES \ W= =m.._=-.„ HARTRAM TRAIL SURVEYING. INC° 8111t7eY01te - AD 315 s - UNo DerH1AP1�1T 22siTFNI9 O� C'�= � Dso1 comrrr ROAD s1s sures xo. Dae (eoa) Eat-ffiw "' a �" GR I CDV6 81'eINCa. PL 9LDC9 Fn (Y041 E94-ffi69 .Sw.._ 4 � c9rrvlcs'fa or evreom+'11ON La �a l copmGB7 2017 Ha.nnoN: WQ yr aann,an epAA ..:: '.amwi...luxti ve:�.'.e.`°.mm "%^."e, "w'I�,a °12 ��'oatm. m.�°..`°.°.u: renes IyI ..m. ... s..�.e: ...:w`:."�°"dl'°To-.°°e :.�.m�. ,e 3~7 y _BXB � NIA X>A> � wr a , �.4__ _� aertw YX M XaX . a a: a: ." ��twv-n-mv 11A,P. XUP1E5. P.LS. RREpw 91EET I STATE . RL IDA t1CFN5E NVNBFN IS]'+V> / Moll § )! §§ §) § ) , ! ! : \ q; ! ) Eaga | FigI , | � � \§ � § ) u . ! ' ) AP HK/ k ! # ! 4 : \ § || !� !| . )�[z;, , I § I A � 7 s � �ise:e..-$p � � a as + sg s 's „ 5 � as $ag s "§• 9�< : e gra"p» i$ �;;">»>$» �p � z ss�a>£> »»>a>sas>FF• • A � €� a-" � a B8 e Sey�ae i a � FN img m e � ss a =F a A 8 8 g � 3 a `a g a a OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3049 Builder Name: Riverside Hames street: 1'1 A$ A4 i o fi o &ooh Drj.•t_ Permit Office: City of Aflarmc Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Benchon Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Flonda Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2805.0 scift.) Insulation Area 2. Single or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2075.00 fl' 9 b.Frame-Wood,Adjacent R=19.0 600.00 112 3. Number of units,If multiple family 1 c.Frame-Wood,Adjacent R=13.0 130.00 ft2 4. Number of Bedrooms 4 d.WA R= ft2 S. Isthisaworsl rase? No 10.Ceiling Types (3210.0 sgft.) Insulation Area a.Roof Deck(Unvented) R=22.0 3049.00 fl2 B. Conditioned floor area above grade(ft2) 3049 to Knee Wall(Unvented) R=19 0 161.00 ft2 c.N/A R= ft2 Conditioned!floor area below gratle(112) 0 11 Ducts R ft2 7. Windows(482.4 sgft.) Description Area a.Sup:Attic,Rel:Attie,AH:Attic 6 304.9 e. U-Factor. ON,U=0.35 482.42 W b.Sup: Attic,Ret:Atfiq AH:Attic 6 304.9 SHGC: SHGC=0.22 b. U-Factor NIA ryz 12.Cooling systems kBt r Efficiency a.Central Unit 36.0 SEER 14.00 SHGC: b.Central Unk 30.0 SEER: 4.00 c. U-Factor NIA fl2 SHGC: 13.Heating systems kBtulhr Efficiency d. U-Factor N/A ft2 a.Electnc Heat Pump 36.0 HSPF:8.20 SHGC: b.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average OveMan9 Depth: 10.969 ft. Area Weighted Average SHGC: 0.22o 14.Hot water systems a.Natural Gas T 8. Floor Types (304).0 soft.) Insulation Area enkless Cap EF:0.860 a.SlabOn-Grade Edge Insulation R=0.0 3049.00 ft2 b. Conservation features b.NIA R= fl2 None c.WA R= fl' 15.Credits Pstol Glass/Floor Area: 0.158 Total Proposed Modified Loads: 74.40 PASS A �+L+ Total Baseline Loads: 80.20 PASS I hereby certify that the plans and specifications covered by Review of the plans and OF4liE STgr4P this calculation are in compliance with the Florida Energy specifcations covered by this =_ @, Off, dicates compliance calculation in Douglas R.Stickler T with the Florida Energy Code. PREPARED BY: °"1B°'&15d°0O Before construction is completed v DATE: this building will be inspected for O A compliance with Section 553.908 e I hereby certify that this building,as designed,is in compliance Florida Statutes. .eC with the Florida Energy Code > COO WB'�' OWNER/AGENT: M 8; BUILDING OFFICIAL: DATE: 11 DATE: y'�7 - 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. 4/14/2017 1:43 PIA EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT The: RIVER3049 Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 3049 Lot# 65 Owner. Benchon Residence Total Stories: 1 Block/SubDivision: Atlantic Bob CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 225 Street: ParmR Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction'. 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New From Plans) Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1638 16360 2 Block2 1413 14130 SPACES Number No.. Area Volume Kitchen Occupants Bedroom. Infil 10 Finished Cooled Heated 1 Left Side 1636 18380 Yes 1 1 1 Yes Yes Yes 2 Right Side 1413 14130 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value The Wood Carpet 1 Slab,DmGrede Edge Insulatio Left Side 141.9 ft 0 1636 ft2 1 0 0 2Slab-On-Grade Edge Insulatio Right Sid. 132S ft 0 1413fl— 1 0 0 ROOF J Roof Gable Roof Solar SA Emig Emig Deck Pitch If Type Materials Area Ares Color Absoc Tested Tested Insul. (deg) 1 Hip Composition shingles 3531 ft' 0 ft' Medium 0.4 No 0.4 No 22 30.3 ATTIC Jis Type Venglatian Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3049W N N 4114/2017 1:43 PM EneMyGaugeO USA-FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type _ 1 Under Agic(Unwnted) Left Side 0 Blown 1636 ft2 0.11 Woad 2 Knee Wall(Umented) Left Side 19 Beg 161 ft- 0.11 Woad 3 Under Aftic(Unwnled) Right Side 0 Blown 1413fl 0.11 Woad WALLS Adjacent Sho pace �_ vity Mel Height Sheathing Framing Solar Below Te V1,11 TV,, 1 N=>SW Exterior FrameWoodLeft Side 19 8 10 80.0 ft' 0.23 0.75 0 -2 E=>NW Exterior Frame-Word Left Side 19 12 9 10 127.5 ft� 0.23 0.75 0 -3 N=>SW Ddedor Frame-Wood Left Side 19 34 6 10 345.0 ft 0.23 0.75 0 -4 5=>NE Eztedor Frame-Wood Left Side 19 24 10 2400 ft2 0.23 0.75 0 5 W-ISE Garage Frame-Wood Left Side 19 24 10 240.0ft 023 0.01 0 -6 S=>NE Garage Frame-Wood Left Side 13 13 10 130.0 ft2 0.23 0.01 0 -7 W=>SE Exterior Frame-Wood Left Side 19 31 6 10 315.0 fl 0.23 0.75 0 8 N=>SW Exledor Frame-Wood Right Side 19 12 6 10 125.0 ft2 0.23 0.75 0 9 N=>SW Exterior Frame-Wood Right Sitle 19 12 10 120.0 W023 0.75 0 10 E=>NW Exterior Frame-Wood Right Side 19 55 3 10 552.5W 0.23 0.75 0 11 S=>NE Garage Frame-Wood Right Side 19 36 10 360.0 ft2 0.23 0.01 0 12 W=>SE Exterior Frame-Wood Right Side 19 4 10 40.0 ft2 0.23 015 0 13 S=>NE Exterior Frame-Wood Right Side 19 4 3 10 42.5 ft2 0.23 0]5 0 14 W=>SE Exterior Frame-Wood Right Side 19 8 9 10 87.5 112 0.23 0.75 0 DOORS # Dealt Door Type Space Sharma U-Value Width Height Area Ft In Fl In 1 S=>NE Insulated Left Side None .46 6 8 48 ft2 2 W=>SE Insulated Left Sia , None .46 2 8 8 21.3 ft2 3 S=>NE Insulated Right Side None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => olum ed to As 8uik rotatetl 225 tl rees . Wall Overhang # Cml ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Im Shatle Screening 1 N=>SW i Vinyl Low-E Double Yes 0.35 0.22 6.OW lft4in 1ft01n Drapeslblinds None 2 E=>NW 2 Vinyl Law-E Double Yes 0.35 0.22 21.3ft 48ft8 in 1ft01n Dmpeablinds None 3 N=>SW 3 Vinyl Low-E Double Yes 0.35 0.22 64.0 R2 14 ft 0 in 1 ft 0 in Dra x ablinds None 4 N=>SW 3 Vinyl Low-E Double Yes 0.35 0.22 128.0 112 14 ft 0 in 1 ft 0 in Drapeslblinds None 5 S=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 6.0 ft2 9ft8 in Ift0in Drapeslblintls Nan. 6 S=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 29.3 fN 9 I 8 in 1 ft 0 in Drapes2lintls None _ 7 W=>SE 7 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft2 1ft4 in Ift0 in Drapeslblinds None _ 8 W=>SE 7 Vmyl Low-E Double Yes 0.35 0.22 6.0 ft2 1 R 41n 1 ft 0 in Drapeslblinds None 9 N=>SW 8 Vinyl Low-E Double Yes 0.35 0.22 72.0 IN 14ft0 in 1ft0 in Drapes2linds Nona _ 10 N=>SW 9 Vinyl Low-E Double Yes 0.35 0.22 29,3 ft1ft4m 1ft0in Drapestblinds None 11 E=>NW 10 Vinyl Low-E Double Yes 0.35 0.22 14.7 ft1 ft 4 in 1 ft 01n Drapes/blind. None 12 E=>NW 10 Vinyl Law-E Double Yes 0.35 0.22 11.3 fl 1 ft 4 in 1 ft 0 in Drepes2linds None 4/14/2017 1:43 PIA EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered orientation => changed to As Built notated 225 tl rees. / Well Overhang V # Oml ID Frame Penes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 13 E=>NW 10 Vinyl Low-E Double Yes 0.35 0.22 330 f? 1ft4 in 1It0 in Drapes/blinds None 14 E=>NW 10 Vinyl Low-E Double Yes 0.35 0.22 6.0 W i ft 4 in 1 It 0 in Drapes/blinds None 15 W=>SE 12 Vinyl Low-E Double Yes 0.35 0.22 6.0 ft t ft 4 in 1 ft 0 in Drapes blinds None 16 W=>SE 14 Vinyl Low-E Double Yes 035 0.22 165 fF IIt4In 1ft0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter_ Avg.Wall Height Exposed Well Insulation 1 1011 f 1011 ft' 119ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 2540.8 139.49 262.33 .2446 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Black Ducts 1 Elecbic Heat Pump Split HSPF:8.2 36 kBtulhr 1 syalm 2 Electric Heat Pump Split HSPF:8.2 30 kBtwhr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 36 kBtulhr 1080 dra 0.75 1 sys#1 2 Central Unit Split SEER:14 30 kBhphr 900 plan 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType La.afion EF Cap Use SetPM Conservafieo 1 Natural Gas Tankless Exterior 0.86 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Con # Company Name System Model# Collector Model Area Volume FEF None None pP DUCTS J —Supply-- —Return Air CFM25 CFM25 HVAC If # Location R-Value Area Location Area Leakage Type Handler TOT OIdT ON RLF Heat Goal 1 Alto 6 304.9 ft Attic 76.225 Default Leakage Attic (Defa.K) (Default) 1 1 2 Attic 6 304.9 If Attic 76.225 Default Leakage Atli. (Default) (Default) 2 2 411420171:43 PM EnergyGauge®USA-FI.Res2014 Section R405.4 i Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Pe, ramablee,Thermostat:V [[��J]] [ ] Ceiling Fans: f 1 x007 He nCoolm"g l l an IF Feb l><I Mar L 1 Ap Apr [ ]May Jun rXl Jul IXI Aug SeP Od 'X7 Nov Dec Venting 1111 1111 Jan ��1 ]]]Feb Ixl Mar lAt Jun I 1 Jul Aug I Sep 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 88 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 4114120171:43 PM Ener9yGauge®USA-FleRes2014 Section R40841 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. Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9, Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood.Exterior R=19.0 2075.00 ft' b.Frame-Wood,Adjacent R=19.0 600.00 ft' 3. Number of units.if multiple family 1 c.Frame-Wood,Adjacent R=13.0 130.00 ft' 4. Number of Bedrooms 4 d.N/A R= IF 5. Is this a worst rase? No 10.Gelling Types Insulation Area a.Raaf Deck(Unvented) R=22.0 3049.00 ft' 6. Conditioned floor area(ft') 3049 b.Knee Wall(Unvented) R=19.0 161.00 ft' 7. Windows- Description Area c.WA R= ft' a. U-Factor: Dbl,U=0.35 482.42 W 11.Ducts R ft a.Sup:Attic,Ret:A ffic AH:Attic 6 304.9 SHGC: SHGC=0.22 b.Sup: Attic,Ret:Attic,AH:Attic 8 304.9 b. U-Factor. NIA ft SHGC. 12.Cooling systems kBtwTr Efficiency c. U-Factor NIA ft' a.Central Unit 36.0 SEER 14.00 SHGC: b.Central Unit 30.0 SEERA4.00 d. U-Factor: N/A ft? 13.Heating systems kBturnr Effidency SHGC: a.Elednc Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 10.969 k b.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8. Floor Types Insulafion Area 14.Hot water systems Ca 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 3049.00 ft a.Natural Gas p' EF:0.86 b.N/A R= ft' b. Conservation features c.N/A R= ft' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Frt14E SrAl Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Md{f-ei Date: N3 7 Address of New Home: 111?fr A44a-n.6'L aea_(h J j,, City/FL Zip: A+1 Op yypgF� 32233 "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 infomlation and a list of certified Raters. For information about the Flodda 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. 4/14,20171 43 PIA EnergyGauge®USA-F1aRes2014 -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: Permit Number: Atlantic Beach FL, MANDATORY REQUIREMENTS See individual code sections for full details. [3 401.3 Energy Performance Level(EPL)display stand(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and codified 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 verity 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 cad can be found in Appendix C. O 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 mandate shall allow for differential expansion and contraction. • R402A.1.1 Instal lotion. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be instated 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. • 11402.4.1.2 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 dower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,leading shall be conducted by an approved third party.A written repos of the results of the test shall be signed by the path 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,backdrall and flue dampers shall be closed,but not sealed beyond intended infihrai ion control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior dome for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,it installed at the time of Me test,shall be turned on;and 6.Supply and(alum registers,if installed at the time of the test,shall be fully open. O 8402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fifiing 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 cited per square foot(1.5 Vsrm2),antl swinging doors no more than 0.5 chn per square foot(2.6 Vs/m2),when tested according to NFRC 400 or AAMAIVJDMA/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 t0 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 ctch(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(]5 Pa)pressure diff shanks.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 11403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be providetl 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 heal operation when the heat PUMP compressor can meet the heating lose R4g3.2.2 Sealing(Mandatory)All duds,air handlers,and filter boxes add 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 Previsions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verfied by testing to Section 803 of the RESNET Standards by either an energy rater codifietl 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 teat:Total leakage shall be less than or equal to 4 chn(113 L/min)par 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches wg.(25 Pa)across the entire system,including the manufacturers air handier 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 chn(113 Vmin)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 handier enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installetl at the time of the tend,total leakage shall be less than or equal to 3 circ (85 Vmin)per 100 square feet(9.29 hi 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. 4/14/2017 1:43 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. ❑ 11403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105° (41°C) or below 55`F(13'C)shall be insulated to a minimum of R-3., 8403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hat water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. ❑ 11403.4.3 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 S,Inches(89 mm)in the hat water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). 0 R403A.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 swings for Me intended use.The minimum temperature setting range shall be from t Oo°F to 140T(38`C to 60`C). 11403.4.4.1.2 Shut down. A separate switch or a clearly marketl circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 8403.4.4.2 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 Cade,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. R4g3.4A.2.1 Soler water heating systema. 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 well be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with 150 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 chars: 1. Be Installed with a till angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of tree south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meats the requirements of the Flonda Building Cole,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 13403.6.1 Equipment sizing. Heating and waling 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 coaling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units It 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 net 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. 4/14/2017 1:43 PM Ene yGauge®USA-FlaRe52014 -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 ducts)is installed in an unconditioned space. Exceptions: 1. Aftached 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 60 penceir 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 Me 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 bad. R403.8.1.22 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of Me 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 Mel heating equipment with natural draft atmospheric burners shall not be less than the design bad calculated in accordance with Section R4o3.6.1. O R4o3.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional bads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or mare 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 bad pounds is utilized. ❑ R403.]Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and 6404 of the Commercial Provisions in lieu of Section R403. ❑ R403Z Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting o6 the system when the pavement temperature is above 55T,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40T. ❑ 8403.9 Swimming pools,Inground apes 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 8403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch Mat 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 oilfired 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 light. R403.9.1.2 Hest pump pool healers. 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 verity procedure compliance.Geothermal swimming Pool heat pumps are not required to meet this standard. O R403.92 Time switches. Time switches or other control method that can automatically tum oft 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 requiretl to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 8403.9.3 Coven. Heated swimming pools and inground permanently installed spas shall he 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. ❑ RR4M.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 fidures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize highefficacylamps. O 8404.1.1 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 8405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck root do not have su6icent space, R-10 is allowed. 4/14/20171:43 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3049 Builder Name: Riverside Homes Street: PermitOfce: City or Aflantic Beach City,State,Zip: Atlantic Beach,FL, Permk Number: Owner: Bedchon Residence Jurisdiction: 261100 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/soft shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in / substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air harder. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside / and cantilevered floors) of subfloor decking. ✓ The air banner 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 crew[spaces shall be covered with a Class I Y� vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage Separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be / sealed to the sub-floor or drywall ✓ Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 4/14/2017 1:44 PM EwMyGsuge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Job: RIVER3939 +I+ wrightsoft Manual S Compliance Report Date: WNN19 1st System By: DRS AIC Masters HVAC, Inc. M5 Tmrce Rw],Suite. ,Jnkea—kr FL=56 PM1me:800.732-&995 Fec 90+722-8 H SII Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120,Jacksonville, FL 32223 Phone: 904-503-7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0eF Sensible gain: 24887 Bluth Entering coil DB: 77.2eF Outdoor design WB:77.0eF Latent gain: 4892 Bluth Entering coil WB: 63.6eF Indoordesign DB: 75.0°F Total gain: 29779 Bluth Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturers Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 24260 Btuh 97% of load Latent capacity: 6380 Btuh 130% of load Total capacity: 30640 Btuh 103% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 32.0eF Heat loss: 29966 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipmentlype: Split ASHP Manufacturer: Carrier Model. CH14NB0360000B+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 110%of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance:-99 eF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 10.5 kW 120%of load Temp. rise: 68 °F Meets are all requirements of ACCA Manual S. 20177 -141kW:41 wrightSOfC Rqm-smtaa unnenel 2017 VAN Rsu18256 Pate I .41CCr5 ...de Home%ATLANTIC Beech CC\ABC06$Ha hml.NP Cdc=NJB Fm Dwriecee:NE Manual S Compliance Report J.b: RIVER3045 l' W�19ht50ff' p P Date: 04114/17 2nd System By: DRS A/C Masters HVAC, Inc. 45 Tresca Raaf.Sidle Ree.JacksmNe,FL 32256 PMne:8067226965 Fax 5(W722-89N Projects For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Cooling Design Conditions Outdoor design DB: 93.0eF Sensible gain: 21312 Btuh Entering coil DB: 76.9°F Outdoor design WB:77.0'F Latent gain: 4251 Btuh Entering coil WB: 63.4'F Indoor design DB: 75.0-F Total gain: 25563 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 21000 Btuh 99% of load Latent capacity: 5470 Btuh 129% of load Total capacity: 26470 Btuh 104% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 32.0eF Heat loss: 24379 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 953 cfm Output capacity: 28600 Btuh 117% of load Capacity balance: 29 -F Supplemental heat required: 0 Btuh Economic balance:-99 eF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 7.2 kW 101%of load Temp. rise: 76 'F Meets are all requirements of ACCA Manual S. 2.17-4r-14 14:5:41 ,�+wright5Oft' RlBmsune®unneaa12.nn,a.o6Rsu1a255 Papel ,_de HcmeMATt TICBeac6CCWBC065pwcuon),mp CW,WB FmntDarfecee:NE Project Summar Job: RNER3049 +� wrightsoft y Date: 0411N17 Entire House By: DRS A/C Masters HVAC, Inc. 44fi Tm,n ROW.SUlle R01.JacksonmIle. FL 32256 Plhone:ON 722 ONS Fax 5 722 a9N Promect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 65,Atlantic Beach C. C. Berichon Residence Design Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TO 18 'F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 42239 Btuh Structure 31914 Btuh Ducts 12107 Btuh Ducts 14054 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 54345 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 45968 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 5475 Btuh Ducts 3668 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft') 3049 3049 Equipment latent load 9143 Btuh Volume (It) 30490 30490 Air changes/hour 0 0 Equipment total load 55110 Btuh Equiv.AVF(cfm) 0 0 Reqtotal capacity at 0.70 SHR 5.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model ma Cond n/a AHRI ret n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Stuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoR- 2017-AW-1414:05:41^. 9 RIa01Se11�U..1201717.0.[e RSU1325e Rea 1 ACCA_.deHonn-IATIANTIC BmdlCC\ABCC651Bennlwi),mp Cele-Elle FmM 0.fee- NE Project Summar Job: mVERB049 WFIPub50tt Y Dem: U114117 1st System By: DRS A/C Masters HVAC, Inc. 445Tresca ii.,Suite4201,JechaonWY ,FL3225 P"ne:90Cd23-8985 FaxN 722b Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 65,Atlantic Beach C. C. Berichon Residence Design Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 7 Design TO 38 °F Design TO 18 OF Daily range M Relative humidity 50 % Moisture difference 50 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23396 Btuh Structure 17103 Btuh Ducts 6570 Btuh Ducts 7783 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29966 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24887 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 2900 Btuh Duds 1992 Btuh Heating Cooling Central vent(0 Dim) 0 Btuh Area (ft2) 1636 1636 Equipment latent load 4892 Btuh Volume(ft) 16360 16360 Air changes/hour 0 0 Equipment total load 29779 Btuh Equiv.AN(cfm) 0 0 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO360000B Cord CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 dm Air flow factor 0.037 cfm/Btuh Air flow factor 0.044 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=30 °F Backup: Input= 11 kW, Output = 35897 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � 2017- r-1414:05:41 %nrltig lt30ft< Matt S ftelt Uni al 201717.0.08 RSU132M Pepe 2 ...de HaneaWU TIC Bmca=WC650a a).mp Gac=MJe FmM Dwr lac¢:NE Project Summary Job: RNER30J9 WrlghtsOfC 14117 2nd System oats: a6/ By: URS A/C Masters HVAC, Inc. H5 Treace Ro ,Sutle#oi.Jecks..AM.FL 32256 Phme'.904-]22-8685 Fee BC4M2 8b Promect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Notes: Lot 65,Atlantic Beach C. C. Berichon Residence Desian Information Jacksonville, Int'IAirport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 "F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18842 Btuh Structure 14971 Btuh Ducts 5537 Btuh Ducts 6341 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24379 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21312 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 2575 Btuh Ducts 1676 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (W) 1413 1413 Equipment latent load 4251 Btuh Volume (fta) 14130 14130 Air changes/hour 0 0 Equipmenttotal load 25563 Btuh Equiv.AN (cfm) 0 0 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Cartier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cord CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 27 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 ofm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfnVBluh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=29 °F Backup: Input= 7 kW, Output= 24675 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. TTr 2017-W-(414:05:41 W •fh�OK RIpNSuito&Uni12017 ]AN RSU13256 Pe3A ...d Hames WT TIC Bmh CCWBCC&sBenchm)mp Cak MIB Front Dwr feces:NE wrightsoft Right.l®Worksheet Job: RNER3049 Entire House Date` U/14117 By: DRS A/C Masters HVAC,Inc. 445 Tresm Road.Sulto RW.JacksonNle,FL 32256 PM1ane'.900.722-8995 Fax 90,-MA 1 Room name Entire House tat System 2 Ex ad well 274.8 R 141.9 6 3 Roam height 10.0 X 10.0 fl 4 Roomdlmansums 5 Roomarea 3049.0 X2 1636.0 ft' Ty Gonatmdion Uwakm Or 11 M Area (69 Lead Area (ftj Load number (EW1011°Fl (BWM1Mn'I r perimeter (ft) (BUH) or permeter (it) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIPIS Heat Cool e12E-0. 0.068 ne 2.5a 1.46 283 200 517 292 240 157 406 230 I_..G 3A-2.0 0.350 me 13.30 30.99 35 0 488 1005 35 0 466 1005 IL----GO 3A-2ov 0.350 ne 0.00 0.00 0 5 0 0 0 5 0 0 Me 0.600 ne 22.00 10.36 48 48 1094 801 48 48 1094 881 11 � 12E-0aw O.Ofi6 se 2.58 1 46 443 389 959 598 315 27e 713 404 3A-2ov 0.350 $e 13.30 32.00 39 0 518 1240 39 a 519 1248 3A-2ov 0.350 s 13.30 32.00 35 14 468 1120 0 14 0 0 1p1 12E-0ew 0.088 sw 2.58 . 6 8]0 371 958 542 425 22] 58] 392 I-L-GG 3A-2ov 0.950 sw 13.30 32.00 101 0 1343 3232 0 a o 0 3A-2ov 0,350 ew 19.30 3200. 198 0 2633 6336 198 0 2633 6336 yI 12E-0sw 0.060 nw 2.58 1.46 681 550 1421 004 128 107 276 156 HC 3A-2o v 0.350 nw 13.30 313,9. 110 0 1463 3409 0 0 0 0 I-G 3A-20v 0.350 nw 13.30 30.99 21 0 279 651 21 0 279 651 q 12B0sw 0.097 - 9.69 1.73 730 685 2525 1103 370 349 1286 609 `D 11)0 0.600 sw 22.00 10.38 45 45 1026 826 21 21 479 388 P i:B-1 0.061 2.32 3.30 161 161 373 531 161 161 373 531 C 1fiXI"ad 0.4C8 n 2.15 1.58 3049 3049 6561 4840 1636 1636 3520 2601 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tPh 1.358 n 51.80 0.00 3049 381 19840 0 1636 209 10785 0 6 c)AED excursion 105 0 Envelope losougain 42238 27834 23396 15443 12 a) In9Wa9on 0 0 0 0 H Room ventilation 0 0 0 0 13 Internal gains: O.panta® 230 6 1380 2 460 Appllanceslother 2900 1200 Subtotal nines 6 to 13) 42239 31914 23396 17103 Leas external bad 0 0 0 0 Lass transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42239 31914 23396 17103 15 Dud Wada 29% 44% 12107 14054 28% 46% 65701 7783 Total mom bad 54945 45988 29986 24887 Airreauired(dm) 2053 2059 1100 1100 J Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t �T Wirbhitses� RI9M11-SUX.Uniserea1201]1].O.08RSU13zsB 201]-Apr-141 0 41 Pagel ACp._.de HomeMATU TIC Beech CC1 CC66(Beichan).np CeIa=W8 Fmm Orcrfaces:NE wrightsoft Ri ht-M Worksheet Job: RIVER3049 9. Date: 0IM4/17 Entire House By: DRS A/C Masten HVAC,Inc. 415 Treace Rose Sidle#201.Jecksonmile.FL322M Plmne:934722-8985 Fes 904]22E9H 1 Room nacre 21d System 2 Exposed w 1 132.9 1 3 Room 11 10.0 fl 4 Room dimensions 5 Room area 1413.0 ft- Ty construction Utflue or HTM Area (E'I Load Area Load number (BtuhMCFI (BWhMt' or peNreter (1) (Btuh) or penrester Heat I Cool Gross N/P/S Heat Cool Gores WPIS Heat Cool e 1h - y 12E-0- 0.068 na 2.58 1.46 43 43 111 63 IIL-.GGD 3A-2- 0.350 ne 13.30 30.99 0 0 0 0 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 11.0 0.600 ne 22.00 10.36 0 0 0 0 11 12E-0. 0.068 se 2.58 1.46 128 B3 240 136 3A-20v 0.350 se 13.30 32.00 0 0 D 0 II-----GGG 3A-20 v 0.350a 13.30 32.00 35 0 480 1120 12E4. 0.088 sw 2.58 1.46 245 144 372 211 HG 3A4. 0.350 sw 13.30 32.00 101 0 1343 3232 `C 3A-2ov 0.350 s 19.90 32.00 0 0 0 0 y� 12E-0. 0.086 ma 2.58 1.46 553 443 1145 648 I-G 3A-2ov 0.350 my13.30 30.99 110 0 1463 3408 `G 3A-20V 0.350 nw 13.30 30.119 0 0 0 0 1 q 128-0. 0.097 3.69 1.73 360 336 1238 580 �D US 0.600 . 22.80 18.36 24 24 547 441 P 16B-15ad 0.081 2.32 3.30 0 aa 0 C fe%19-0ad 0.408 n 215 1.59 1413 1413 3040 224] F IDA-19bscp 0.049 - 0.00 0.00 0 0 0 0 F 20P-191 0.050 a.00 0.00 0 a 0 0 F 22A-tph 1.350 n 51.60 0.00 1413 172 8878 0 61 c)AEDexsmadm 1 1 265 Envelope lose/gab 18842 12351 12 a) Infarction 0 0 b) Roomvendlation 0 0 13 Internal 98ma: Ocwpantaa 230 4 920 Appllanradolber 1700 Subtotal On..e to 13) 18842 14971 Less aMemal bad 0 0 Less transfer 0 0 Redisidbutbn 0 0 14 Subtotal 18842 14971 15 Duct bad. 29% 42% 553] 6341 Totalorom batl 243]8 21312 Air re0ulred(dm) 953 053 .I� Calculations app ed by ACCA to meet all requirements of Manual J 8th Ed dG. wrlgh[seR- Right-Suasis UNxnel M171].0.08 RSU132M 201]-Pyr-14140:42 ..Ee Hames\ATLANTIC neem CCUBCC65(Benchon).mp Gab-MA Fort near feces-.NE �{+ wrightsott Right.l®Worksheet Job: RIVER3049 1st System By1e DRB 17 AIC Masters HVAC,Inc. MS 7-Roes,Sulls#264 JecksmNAe,FL322M Inuse:910.122-8995 Fez 934722-6914 T4Room name 1stSystem Left Sale xpaeetl vw1 141.9 X 141.9 X oom mom 10.0 ft 10.0 tt heaVm01 oom dl mansions 1636.0 x 1.0R oom area 1836.0 W 1636.8 R2 Ty Construction ll-value Or HT Area Load Ale. (119 Load umber (BtuhM F (BbhMt9 or peninsular M) (Btuh) or perimeter (fl) (6tuh) Feet Cool Gms3 WPIS Heat Cool Groes WPIS Heat I Coal 6 12E4)M 0.068 ne 2.50 146 240 157 406 230 240 157 408 230 I-G 3A-2ov 0.350 ne 13.30 30.98 35 0 486 1085 35 0 468 1085 �`1D' 3A-20v 0.350 ne 0.00 0.00 0 5 0 a 0 3 0 0 ilio 0.600 re 22.80 18.36 46 48 1094 881 40 48 1094 eat 11 T= 12E-0.e 0.068 se 2.58 146 315 276 713 404 315 276 713 404 3A-2m, 0.350 se 13.30 32.00 39 0 519 1248 38 0 519 1240 3A4av 0.350 se 0.00 0.00 0 14 0 0 0 7 0 0 12E4. 0.068 M 2.50 1.46 425 227 507 332 425 227 587 332 72 3A-20v 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 as, 13.30 32.00 198 0 2633 6336 198 0 2633 6336 W 12E-0. 0.068 ma 2.56 1,46 126 107 276 156 128 107 276 156 I--GG 3A3mv 0.350 ma 0.00 (.00 0 0 0 0 a 0 0 0 3A-20 0.350 nw 13.30 30.88 21 a 279 651 21 a 279 651 FI 12B-OL 0.097 - 3.69 1.73 370 349 1286 603 370 349 1286 603 L--0 11J0 0.600 aw 22.80 18.36 21 21 479 386 21 21 479 388 p 16B-15ad 0.061 2.32 3.30 161 161 373 531 161 161 373 531 C i8X19-0atl 0.408 n 2.15 1.58 1636 1836 3520 2601 1636 1636 3520 2601 F 19A-1 Bbscp 0049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P.19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.350 n 51.60 0.00 1636 208 10765 0 1636 209 10785 0 61 dAEDexcursbn 0 0 FRa. pe besl9ain 23396 15443 23308 15443 aratbn 0000om ventlbibn0 0 l gains: Omrpanb� 230 2 480 2 480 ApPlianoeVomer 1200 120ed(lines 6 to 13) 23398 17103 23396 1710xternal bad 0a00ransfer 0 0 0 0 ibutor 0 00 l 23396 17103 23398 17103 ads 28% 46% 8570 7783 26% 46% 6570 7703 Total mom betl 29966 24887 29966 24887 An required(dom 1100 fl00 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J.. r hY80R' 2011-Apr-1414:05:41 w 1" ro RlghFSun�Unisarsal.1717.0.C8 RSU1e258 Pass ._de Homes\ATLANTICBeech CC\PBCCWB.dUpn).mp Calc=WB Fmnl Doorfax-NE wrghtsaW Right-JO Worksheet Job: RIVER3049 Stem Det.: 0 2nd S Y By: DRS A/C Masters HVAC, Inc. 415 T,ei Roel,guile 020 .JackstnWe.FL 32258 Prone:809-723-9995 Far 900.3`22-0944 i Room name 2nd System Rpbt SM. 2 Exposed wal 1329 it 132.9 R 3 Roomhepb[ 10.0 0 10.0 R beaVmol 4 Roam dimensions 1413.0 x 1.0 it 5 ROOM area 1413.0 X' 1413.0 h2 Ty Conslmdion Ibvalue Or HTM Area (III Load Area 019 Lead number (BtuhM"F (aluNlM) r perimeter M7 (Brun) or penmeter (8) (BWb) Heat Cool Glen NIPIS Heat Cool Grose NIPIS Heat Cool 612EZ. 0.068 ne 2.58 1A8 43 43 111 63 43 43 111 63 I-G 3A-2ov 0.350 ne O.oO 0.00 0 0 0 0 0 0 0 0 II---GD 3A.2ov ,.350 na 0.00 0.00 0 0 0 0 0 0 0 0 11)0 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1112E-0aa 0,068 se 2.58 1.46 128 93 240 136 120 93 240 136 HC 3A-2ov 0.350 ss 0.00 0.00 0 0 0 0 0 0 0 0 LG 3A-20v 0.350 se 19.30 32.00 35 0 466 1120 35 0 468 1120 12E-0w 0.068 aw 2.50 1.46 245 144 372 211 245 144 372 211 3A-2ov Had sw 13.30 32.00 101 0 1343 3232 101 0 1349 3232 �G 3A3ov a 350 sw 0.00 0.00 0 0 0 0 0 0 0 0 yl 12E-01w 0.080 nw 2.50 1.413 553 443 1145 648 553 443 1145 648 HG 3A-2ov 0.350 nw 13.30 30.99 110 0 1463 3409 110 0 1463 3409 L-G 3A-2.v 0.350 nw 0,00 0.00 0 0 0 0 0 0 0 0 q 128-0aw a 08] - 3.89 1.]3 3fi0 338 1238 SBO 380 338 1238 500 `D 1110 0.800 sw 22.80 18.36 24 24 54] 441 24 24 547 441 P 16B-15ad 0.081 0.00 0.00 0 0 0 0 0 0 0 0 C 18X19-0ail 0.400 n 2.15 1.59 1413 1413 3040 2247 1413 1413 3040 2247 F 19A-19bsap 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpb 1.350 n 51.60 0.00 1413 172 8878 0 1413 172 0878 0 6 c)AED excursion 285 285 Envelope bsal0ain 18842 12351 1 10842 12351 12 a) in0tia0on 0 0 0 0 b) Roomventibtron 0 0 0 0 13 Internal gains: Occupants 230 4 920 4 920 ApplanCBabther 17DO 1700 Subtotal(lines 6 to 19) 10842 14971 18842 14971 Less external lead , 0 0 0 Leas[.net., 0 0 0 0 Redistribution o 0 0 0 14 Subtotal 18842 14971 10842 14971 15 Duct bads 29% 42% 5537 6341 29% 42% 5537 6341 Total..in bad 24379 21312 24379 21312 Air m9uimd(sbn) 953 953 859 953 calculations aouro ed by ACCA to meet all requirements of Manual J 8th Ed -ryr WrlOh!!OR 40 41 Ri9bl-3uRn Uniw,s9201717,0.09 RSU13258 201]-fpr-141p0e4 ,.its H=-WDkNTIC Beecn CMASCUsBerlcllm).rup Calc-We From Dor feces:NE Building Analysis Job: RIWR3049 ill wrightsoft 9 Y Bars` MUM Entire House y A/C Masters HVAC, Inc. MSTresca R.M.SUXe Q04.JackamWe.FL 3225fi Pune:80472MM Faz800.]1 8- Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Location: Indoor: Heating Cooling Jacksonville, Int'IAirport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TO (°F) 38 18 Latitude: 31'N Relative humidity(%)) 30 50 Outdoor: Heating Cooling Moisture difference (gr8b) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft' Btuh %of load Walls 2.9 6748 12.4 Glazing 13.3 7169 13.2 Doors 22.8 2120 3.9 Ceilings 2.2 6561 12.1 Floors 6.4 19640 36.1 Infiltration 0 0 0 Duds 12107 22.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 54346 100.0 Component Btuh/ft' tuh %of load Walls 1.7 3892 8.5 Glazing 31.9 17186 37.4 Doors 18.4 1707 3.7 Ceilings 1.6 4848 10.5 Floors 0 0 0 Infiltration 0 0 0 Ducts 14054 30.6 Ventilation 0 0 Internal gains 4280 9.3 Blower 0 0 Adjustments 0 Total 45966 100.0 m, w Latent Cooling Load =9143 Btuh Overall U-value = 0.241 Btuh/W--°F WARNING: suspicious slab-on-grade Floor perimeter in Right Side. 2017A,1414:0. 43Jwri htsotY Ri8MSu0�Uniwma21717.0.00RSU132W Peas 1 _.Ee Homea\ATLANTIC Beach CC\ABCC6R8B Om).mp GWc-MJB Fml Dmf feces:NE Job: RNER0049 wrl htsofte Building Analysis Date: 0/114/17 1st system 9y: ORB A/C Masters HVAC,Inc. 445 Tmce Ro ,BUBe QN.JackaoMlle.Fl-=56 Ph.:BJFTR2-8M F..722EW Project For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature IT) 70 75 Elevation: 30 ft Design TD(°F) 38 18 Latitude: 31°N Relative humidity (%)) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.5 50.0 Dry bulb IT) 32 93 Infiltration: Daily range(°F) - 18 ( M ) Method Detailed Wel bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft- Btuh % of load Walls 2.9 3642 12.2 Glazing 13.3 3897 13.0 Doors 22.8 1573 5.2 n Ceilings 2.2 3520 11.7 Floors 6.6 10765 35.9 Infiltration 0 0 0 Ducts 6570 21.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 299661 100.0 • • Com onent Btuh/ft- Btuh %of load aa. Walls 1.8 2255 9.1 Glazing 31.8 9320 37.5 Doors 18.4 1267 5.1 Ceilings 1.6 2601 10.5 Floors 0 0 0 Infil ration 0 0 0 Ducts 7783 31.3 Ventilation 0 0 "+ Internal gains 1660 6.7 - Blower 0 0 Adjustments 0 Total 24887 100.0 Latent Cooling Load =4892 Btuh Overall U-value= 0.242 Btuh/ft'T WARNING: suspicious slab-on-grade floor perimeter in Left Side. Za17-4r-1414'05:48 ,Y + wrightsofV alehbsu8.unlwne1201717.0.08RSU18256 Pape2 AG(.1e...do Homes\ATLANTIC Bach CCUBCCM(Bedcllon),mp Cale=W8 Fmro Door feces:NE Job: RwER30a9 ,,II'' wri htsoft Building Analysis Date: 04114117 '1� 9 2nd System BY: DRS A/C Masters HVAC, Inc. a 15 Treace Rea].Suite N ,J-kMrv0.,1102256 Phu- 800.722-11835 Fax.122. For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904-503-7055 Design Conditions Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 It Design TD(°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.5 50.0 Dry bulb (TF) 32 93 Infiltration: Daily range ("F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft' Bluth %of load Walls 2.9 3107 12.7 Glazing 13.3 3272 13.4 Doors 22.8 547 2.2 Ceilings 2.2 3040 12.5 Floors 6.3 8876 36.4 Infiltration 0 5537 22 7 Ducts Piping 0 0 w Humidification 0 0 Ventilation 0 0 Adjustments 0 Total1 1 243191 100.0 Component Btuh/fl' Btuh of load Walls 1.5 1637 7.7 "� Glazing 32.6 8027 37.7 Doors 18.4 441 2.1 Ceilings 1.6 2247 10.5 Floors 0 0 0 Infftration 0 0 0 Ducts 6341 29.8 Ventilation 0 0 Internal gains 2620 12.3 Blower Adjustments 21]12 100.0 Total m. a... Latent Cooling Load =4251 Stuh Overall U-value = 0.239 Btuh/ft'-'F WARNING: suspicious slab-on-grade floor perimeter in Right Side. M17-Ay-1411:05:03 i'ItF wrightsoftr RSh1SMe&Hnl—.1117 n.o.ge RSu+0256 Pages ACAN,.deHomes\ATI TICBeac ccU ccwmdahonl.mp Cak=WB Front0enlaceat NE anioMiNnOOHOnG IsrW-0 6 // ) • � ! 2 2 — , � • � � ° �i \ i kJ / § � ! ± . y /� ) � �_ . .& . io �. p ----------------------T ---- -------- - - mm, � � OFFICE COPY FLORIDA PRODUCT APPROVAL Guff asst 14 SUPPLY & MANUFACTURING LOK TM 26GA. GULFLOK 16" WIDE • • OVER • • 1 TI' Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16^ Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. .•`NOEL 51jk, 14429 SW 2nd Newberry,PFL32669eG30 �.`�P�`CeNs<G�,y , *: No. 75519 Engineer Evaluator: * Dan Kuhn, P.E. #75519 STATE of :Q: Florida Evaluation ANE ID: 10743 '''c.iS OR O P •\��' Validator: )1 F I I . Locke Bowden, P.E. #49704 ob/3%�5 9450 Alysbury Place Montgomery• AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT , REPORT FLORIDA . , Gulf oast 14 SUPPLY 6 MANUFACTURING TIM• 26 GA. GULFL 6" WIDE ROOF PANEL OVER 15/32" PLYWOOD OD Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: Gulfl-ok'-, 'A" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum'" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: h" Tall Male Rib: W' Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot:(1)N10-12x1" Pancake Type A Y4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum IYn" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table "A" Maximum Design Pressures Roof Areas Maximum Desicr I"essures -63.5 psf -121.75 psf -161 psf Sealant No Yes No 'Design Pressure includesa Safety Factor=2.0. FLN 11651.16 R2•JUNE 15,2015 ISLANDPRODUCT EVALUATION REPORT 11670 FLORIDA PRODUCT APPRO AL 14, Gulf oast SUPPLY & MANUFACTURING TM16 (iA. GoUL110K ' 16" • • • • • • • • TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61620-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc.(FBC Organization#TST-1527) Report No. 89000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)® Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 6lG20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FLA 11651.16 R2•JUNE 15,2015 PRODUCT ISLANDKUHN ENGINEERING, LLC [0 11670 LAKES LANE, : • • . , . . , GuIf'266 st SUPPLY & MANUFACTURING I ' • • • • 11 FLORIDA PROD Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FLN 11651.16 R2•JUNE 15,2015 PRODUCT EVALUATIONREPORT LOAD TABLE spEc Gulf oasf SUPPLY A MANUFACTURING LOK TV 26GA. GULF[OK 16- WIDE ROOF PANEL . 1t # ENGINEER LOAD TABLE: 26 Ga. Gulf Lok*'^ 16" Wide Roof Panel over 15/32" Plywood Buildings having. ' �0'-0" Ope: 2"/1T• - 1 " 180mph, EXpos" los" ,I based on F' 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.114^ (MIN.1SG2') OIN CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ASSEMBLV A. ZONE2 (1)#10-11x1'• PLYWOOD ASSEMBLYA ASSEMBLY ASSEMBLVA ASSEMBLYA ASSEMBLY A ASSEMBLVB ASSEMBLVB ZONE 3 1.)PANEL DESCRIPTION:GULFLOV-, MIN.26 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, %" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5%"O.C.ASSEMBLY A.-121.75 PSF AT 5'%-O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 5'%-O.C.WITH CLIP ASSEMBLY C.PRESSURE BASED ON UL 580AJL 1897 TESTING BY FORCE ENGINEERING& TESTING. 4.)PLYWOOD DECKING:MIN.%"THICK,APA RATED PLYWOOD,GRADE C-D.MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 S.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or roNE2 BIPROOF ballet.. `a1 40%of the mean height of the roof,whichever is smal ler,however,(a)can not be less than either 4%of the minimum width of the building or 3 feet. ASSEMBLVA `NOGF / {— COVERAGE -f I z0NEI SPACING:SEE IIPUFTTABLE �urE ASSEMBLY B mNE2 SMILE RWF W.Sfu•D METER SEND OF TREBOND SFPLWT 47---- _::..-:ja I NWF SPAGNO:SEE U%1FT TN3LE ---- > -- --- a ASSEMBLY C WICUP GUIRpk^CLIP 24 oA 20NE1 (1)#1612X 1•TYPE A PMiWNE SPAGNG:SEE UPUFr TABLE 2d1E3 FAYE FL#11651A 6 R2•JUNE 15,2015 PRODUCT EVALUATIONREPORT it International Fireproof Technology, Inc. Paint T.Protect^^ 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 9499754588 DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it t s is an Alternative Barrer System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Codel Special Approvar as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturers SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 48M for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed call spray applied urethane foams that Products that Pass an ignition banner tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barters comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Cade (IBC). Plastics". DC315 is WHI marked and certified via 3i' party inspection for quality assurance and consistency. Finish at Alternative IS min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color ce Grey The assembly must remaiuinplace for l5minutes during specified large- VOc 7g/1- scale fire tests,such as NFM 286,UL 1715,UL 1040,or FM 4880. Solids B7Volume 7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X SpecMcGravity 1.30+/-0.05 g/rc Application Equipment DryingTme 7TF&50%R.H.—To touch l—2 loners, to DC 315 can be applied by brush,roller or airless sprayer. coat if required 2 t 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Redudng or Cleaning ate, Pump: (Gaco)UltraMax 695 orequivalent PSI: 3000 shelf D(e1 year from date of manufacture in ...paned GPM: 1.00 .manners and stored at 10-C to 27-C(50-Ft. 07) Ti : 517-523 or equivalent. S Gal.ConNlnerWaigh 58 It, Filter: 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC3155PF Hose: 3/8"diameter airless spay line for the first 10V from PUMP and M"x Twhip • DC 315 Is the only 3'°party inspected fire protective coating for SPF Pum Gmco)TexSpmv Mark S or equivalent • Marked and Usted by Warnock Heresy Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing la Nor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 orequivalent • Industry leading spread rate • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh,removal of filter is recommend from gun and machine building • Passed strict EPA—V.O.C.and AOMDair emission requirements(for Hose: 3/8-diameter airless spray line for the first 100'from pump all 50 states) and W x 3'whip • Approved for Incidental Food Contact complies with NSF/ANSI-51 Pum : (Greco)GMAX 7900 or equivalent requirements of USDA PSI: 3300 • Easily applied with a sprayer,roller,or brush with no complicated mixing GPM: 2.2 • Iyear shelf life Tip: 517-529 orequivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and • Compatible with any paintable construction material machine • Meet Life Safety Code 101 Hose: 3/8"diameter airless spay line for the first 100'30Yfrom • Meets LEED's point requirements pump and W x 3'whip • Noformaldehyde Pump: (Grace)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh,removal of filter Is recommend from gun and Visit us at our website www.eainttporotectcom to obtain a current matrix I machine of all the manufacturers foams 0[315 has been tested and approved as Hose: 3/8-diameter aiders spray line for the first 100'-300' from Thermal or Ignition hampers In compliance with current IBC codes, pump and W x 3'whip [before rto Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data lean,dry and free of all foreign matter.Adhesion of a mating to SPF Material Safety Data Sheets are available on this coating material. Any ires the foam surface to have a slight profile or texture similar to an individual who may came in contact with these products should read and ge peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC 3-4 mils Wet Film Thickness of DC 315 and allowed to dry EMERGENCY NUMBER at 806424-9300. re applying the full application. Flash coating is a quick burst ofaer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above l0'[(50'Fl stall recommend flash coating around all pipes and air ducts. times. duct ApplicationWARNING: Avoid eye contact with the liquid or spray mist. Applicatorsntler tp validete warranty and corm the installation complies with should wear protective clothes,gloves and use protective cream on face, s best practices, installer must obtain all current installationhands and other exposed areas. uments and complete a daily work record for each antl every job antl EYE PROTECTION: each sequential day a project is untlerway.Daily work records mus[ I or a face shield are recommended. sent to IFTI within 30 days of project completion. InstallationSafety glasses,gogg es,ments include Application Guide,Ventilation Guide antl Daily Work SKIN PROTECTION: ort. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the wea'mtoerotectcom or by calling 1M at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in decidingif process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions,instructions and techniques. If this product is found to be the liquid level should be about 3lnches from the top of the 5 gallon pail. defective upon Inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product.THIS WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER I6'C-32-C(627to 90-F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms ofthe limited warranty,go to wwwuainttoprotectcom. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a pt rOpainttoprotectcnm eomplete current ventilation guide at www.painttoprotect.mm Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This Includes application guide,ventilation guide and dally work report.Documents can be downloaded at hftp,//www.Painttopm eO.cOM or call IFTI at 949.975.8588 Y OFFICE COPY ICC EVALUATION SERVICE Most Wide y Accepted and Trusted IMES Evaluation Report ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. WvvW ice-es.ora 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Coun ffs DIVISION:0700GO—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section:07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90'F(32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 773884405 nominal density of 0.5 pd, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 102 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room comer fire testing in accordance with NFPA 286, when SES FOAM 0.51b SPRAY:SPRAY-APPLIED the insulation is covered with a minimum '/3-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Codee(IBC) temperature of 75°F(24°C)as shown in Table 1. • 2012 and 2009 International Residential Codes(IRC) 3.4 Air Permeability: is 2012 and 2009 international Energy Conservation The insulation, at a minimum thickness of 3 inches Code(IECC) (76 mm), is considered air-impermeable in accordance • Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM F2a3. Properties evaluated: 4,0 INSTALLATION • Surface-burning characteristics 4,1 General: • Physical properties SES Foam 0.5 Ib spray insulation must be installed in is Thermal resistance(R-values) accordance with the manufacturer's published installation • Attic and crawl space installation instructions and this report. A copy of the manufacturer's is Air permeability published installation instructions must be available at all times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B(IBC)wnstructlon,and in SES Foam 0.5 lb spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and Floor/ceiling assemblies, and in attics and 70°F (21°C) and 90"F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as at that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180-F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rein, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture,frost or ice, Iwse scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component,open call,one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. 177-ESEmluav Re�H—mt to x eawnvedw rePrt..e W 9n 1= Mer m&-1—d }, — meeeno —,br,cc EWrmna,S-1� ,.cue:,—o,,Ph'd.- xr�Y roaryl^dl^S oraNarmaererin,hu reµn.or oa,a m9'Produd eo"em18Y,ne rePon. ®� ��-r- Cgq,gM03fn0 Page 103 t f ESR-3375 j Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Its spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of '/z-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space,installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier. published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal banner, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Its spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 6.6 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is 'very heavy' must be in 4.4.3,the following conditions applyaccordance with 2012 IBC Section 2603.9(2009 IBC Section 2603.8)or IRC Section R318.4,as applicable. a) Entry to the attic or crawl space is to service utilities, 6.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Sprayapplied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1,as applicable. 6.2 Report of mom comer fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Cool Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- applied to the underside of floors and/or vertical surfaces Components of the SES Foam 0.5 Its spray polyurethane as described in this section. The thickness of the foam foam plastic insulation are identified with the plastic applied to the underside of the top of the space manufacturers name (SES Foam) and address; the date must not exceed 12 inches(305 mm).The thickness of the of manufacture or the lot number; the product trade name foam plastic applied to vertical surfaces must not exceed (SES Foam 0.516);the mixing instructions, the density;the 11'/z inches (292 morn. The foam plastic may be installed flame-spread and smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603 4, or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006international Building Codeo(2006IBC) insulation may be installed exposed at a maximum 2006 International Residential Code®(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section • 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section 8316.5.3 may be omitted. The Cade(20061ECC) insulation must be separated from the interior of the building by an approved thermal barrier. r t ESR-3375 I Most MdetyAccepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 20061ECC. revisions as noted below: • Protection against Termites: See Section 5.6, except • Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if'very heavy'must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. • Jobsite Certttication and Labeling: See Section 5.7, • Application with a Prescriptive Ignition Barrier: See except jobsite cerfification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 20061ECC. R314.5.4 of the 2006 IRC. • Application without a Prescriptive Ignition Barrier: Sea Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'�l THICKNESS(inches) R-VALUE rF.fe-WBW) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 g 33 10 37 11 41 1244 For SI: 1 inch=25.4 mm,1"F.fl.NBtu=0.176110Km'NJ. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. ICC EVALUATION lz:�? SERVICE Most Widely Accepted and Trusted ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.ora/ep 1 800423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment.The bio-based content is as set forth in Table 1 Section:07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-0405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Cod", Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and PLASTIC INSULATION corresponding limitations and/or additional project-specific requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as 'Verified Attribute' is Bio-based Material Content(EC102),dated March 1,2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points"in the following codes and standards: Tables 2 through 5 rests with the user of this report, and • 2012 International Green Construction Coder" (IgCC) those items are subject to the conditions noted.The user is advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the • ASHRAE Standard 189.1 — 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. • National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method • ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings lees Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes,' is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, 0oor/ceiling assemblies, or in 505.2.4, Rem 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, openr 11, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft'. The foam is sprayed in place using Environmental Report number(VAR-1030). 'Corrected May 2014 ICG£S Vn aloa ofAllfid Ram ore ivaed vrthe lM ICC-£S VAR Ervimn 01P,ugmm.nuere�Wart�lloG rwulrvedm,eperenliagwlMlbwarywFer Imdlunol.rmifeaUl aMwed,—am 1h,ro N[w .dae an eefua -lof.mhd lofaw repro aro ra—mia.-ftrio,ue.T ma,---a,Ey MC Ewhaa-&..LLC upe[Iwinplled,aNanYf^di^g^r dhermolMeln lAle rep„I,aevbonYNed✓[I[o,eredby lM relnn. copyright 0 2014 Few 10 2 VAR-1030 I Most Widely Accepted and Trusted Page 2 of 2 TABLE 1-81O45ASED MATERIAL CONTENT SUMMARY PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.51b Spmy Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6888 Note: 'Based on predsion and bias cited In ASTM D6865, TABLES 2 THROUGH Section Possible Number Section latand Points CondHions Of Use To OualNy For Points Finding TABLE 2--SUMIMRY OF AREA OF ELIGIBILITY WITH THE 20121NMRNATIONAL GREEN CONSTRUCTION CODE Blo-based materials shall be those materials that comply with one or mare of the fdmMng: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Pari 2902. Note:USDA T CFR Part 2902§2907.17 sets a minimum bio-based content of T%(10% +/-3%).SES Foam 0.5 to Spray"mods this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on coat,shall be blobased products. Biobasad products shall comply Mh the minimum biobasetl contents of the USDA's Designation of Biobasetl Items for Federal Procurement IT CFR Part 2902),contain the 9.4.1.3 Biobased products N/A 'USDA Certified Biobesed PmducC label,or be composed of solid wood,engineered wood,bamboo,wool,cation,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA T CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.6 to Spray exceeds this minimum. TABLE 4-,SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700) The follwMg biobased products are used: (h)products wth the minimum biobased contents of the USDA 7 CFR Part 2902 711,.b.�Products g)otherbiobasetl materials witha minimum of 50 percent biabasetl content(by weigh 8 max or volume) Note:USDA 7 CFR Part 2902§2907.17 sets a minimum biabasetl content of]%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSUGBI—01(2010)STANDARD Bio-based products accounted for 1%or more attire materials used in the building. Percentage=100 x ASB,where: A=Total cost or weigM of bio-based products B=Total cost or weight of all builtling products 10.1.2.2 Materials content— 1 Cost or weight must be used consistently Assemblies 7max For USDA-designated protluds,products meeting or exceeding USDA's bin-based content,criteria or qualifying as USDA'BioPrefened'were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +1-3%).SES Foam 0.5 Ib Spray exceeds this minimum. =Verified attribute ]CC EVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2014 This reportis subject to renewal August 2016. www.icc-es.ora 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council" DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4005 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 It,SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR'Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master repo® ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The Insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation' The requirements for testing laboratory qualification and product sampling, as well as the speck marshal and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat Flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane,polyisoeyanurate,phenolic,and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR°program, Imperial units will only be accepted I(h-ft°F)/Btu]. fCC-FSE,aluan'ar Reywrsare,wtrobemrurveias repraenl/ng aesNeviaw YPUreram/bufes rrotr�amlty ad7rexsed.,afore NeyWbe mnsuaei an eadarssmmtorlhesubjaiNMerepan ora rxwnmenEalbn fiu l¢use.Sherelsno warranrybylCCbYelvar/an Service LLC.ex�or implkJ,as � lP ylMlrg oroUrer manvin tbfs reyw[Prarroarryproautt rorerttlbyNe re}mr[ i3 Coppght 0 2014 Paas 1 ore ESR4375 I Most K41ely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The charactenstic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375,based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualifcation requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: 'F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.Men handling liquid components,gloves should be made of nitrile, neoprene,butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full4ace or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators(APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.6.2 Occupancy Time after Installation: The re-entry or reoocupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: 'E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Reentry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications:above-grade wall, belowgrade wall,vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most Widely Accepted and Tmsted Page 3 of 00000p00000000 °00°0000000°000° 000 00000 00°0000°00oo0Oo o°°°0°00°000°o000.00Oeo°000 000 00o Q0000° Co000 p0O000Oo pp Op Oo°000 oo 000 0 00 pOooOo °000 0 00°0000 °000000° °000000 °0000000 IMeda ParEEm 000°000 0 00 o°Oo 00°00°o IMerlOr Finished Surface 00 000 (M-inch Shestrock) 0op0oo 0 °.-.0--a 00°0°0° °°00000 a0000°0 SES Foam 0.5 lb Sp.y 0 000 °°00000° 00 '000 ° °ou 000° Exterior Sheaeiiig o° 0000000 ° o SES FOAM0.5 LB SPRAY R50VEGnDEydFLLIMUt AIIO SES 05-1 o11etz L ESR-3375 I Most Widely Accepted and Twsted Page 4 of 6 00 00 Masonry Block k (Ty'!o.i ) Interior Finish Surface 1/24nch Sheatrock) 2"x 4"Studs SES Foam 0.5 to Spray D-� BELOW GRADE WALL INSULATIONSESFOAMO.5LBSPRAY (Insulatio=nMenor Side of Wall) SES 05-2 071812 Baffle to provide air space between Thermal insulation and roof Banner- deck. (as required! by 1.1 cod.) SES Foe.0.51b Spray )—.v---------------Vtf'— Vented Soffit "here attic entry is for the SES Foam 0.51b Spray service of utilities only,thermal and igniton barrier on the atdc side of the spray foam surface may be onnifted. SES FOAM 0.51LBSPRAY I VENTED ATTIC:FLOOR I SOFFIT SES 053 1 071912 ESR-3375 Most Widely Accepted and Trusted Page 5 of 6 Subfloor SES Foam 0.51b Spray 6=83° 8.8:868: :v'• Header Sill ` Joist Floor Chose Section \ Thermal Barrier' Fxtedor Gred (as required by local code) 6'Min Footer` Vapor Banner ,!'' +•_! /�\�/�\\///\\// 'W here o (space entry is for the service of utilities only,thermal �..•rr' / / / and igniton banner on the crawlspace / side of Me sprey foam surface may be ornitted. SES FOAM 0.5 LB SPRAY CRAwLSPACE VEMEo SES 054 071512 SubFloor Header Sil Joist Thermal Banner° •e°e (as required by Hdador 6666 local coda) SES Foam D.S Ib Spray T 6 Foolery` 6"Min Vapore mer •Where crawltieso entry,thermal the serviceto carrier on Thermal and iof the barrier on therfaics ace mayof the spray foam wrface may be omitted. SES FOAM 0.5 LB SPRAY CRAIALSPACE:URVERTED SES 05.5 071812 ESR-3375 Most Widely Accepted and Trusted Page 6 of 6 Note:In nod climates,ambea metalbonnector pales in spray roam to Werent wmer time mndmentoon. SES Paton 0.5 to Spray Rom sM1aubg Truss Top Cob I Rafter ne,u TnaRanter' (ae mquiretl by lural cotle) Note:Local Wiling ade may require the use or a moor rotaNer n cal dimate mnee. Ceiling/mermal earner 'Wheat stet entry Is for me as required by local building dee. .or and.only.thermal and gneon looter on the stay sqe of the spny!darn Indata may be model SESFOAM0.5LBSPRAY UNVENTEDATTIC/INSULATED ROOF DECK SES 05-6 071912 0 0 SES Fee.0.5 lb Spray 00 OOOOO to apaci6etl thidness. 00 O 000 0000 O Roof SM1eaNI� 0000 00000000 O O Thermal Barna es requiatl by Rafter 0000 wtle. Nota:Tin local Wiling ade may regWre tM Inalal l slim of e vapor bertier in wltl Gimae SES FOAM 0.5 LB SPRAY ICATHEDRALCENLING SES 05.7 071912 Bui149er: Job Information 12276 a Homes Job J770030 12276 San Jose Blvd., Ste 120 OFFICE RIY#: Jacksonville, FL 32233 (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtrUSs@mbs-oorp.com Phone: (904) 268-8225 ' Fax: (904) 260-2981 Report and Delivery Date Betichon Residence DATE 05/02/17 Lot 65 ABCC Dei.Date: Atlantic Beach,FL Cover Sheet Tnote Level: PROFILE OTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB OIA HEIGHT PLV TOP BOT lD SPAN SPAN TOP BOT LPFf RI Hr lER RIGHT IEPT RIGHT 1 '® 2Ply 7. 0.00 401 43-04-00 43-04-00'2X42%602-0000 1 t ].00' 000 AW 4J-04-00 4104-00 2X4 2X102-00-00 0&04-06 1 703 000 A03 43-04-00 43-01-00 2X42X40240a0 _-01-IIeOB 1 ]00 D.DO 404 4304-00 43-04-002%42X8 @_-00-00 aB-0408 1 700 0.00 A05 43-04-00 43-01-00.2 X 6 2 X 8 080412 1 ]OO 00, OOA0e 4304.00 43-04-00 2%4.2X6 _ _0}0612 5 700' 0 00 AO] 43-04-00 4104 00 2 X B 2 X fi __ _ _,. 100612 2 PIy ]D0 0.00 BOt 30-0200 30-0200 2 X 4 2 X 8 0200-00 0&0005 4 700 0.00 802 28-00.00 28-00-00 2X12%4,02-00-00 O6W-05 1 7 O3 000 803 26 00-00 28-0000 2%1 2 X 402.00.00 020800 054045 1 700 Opo B04 280000 26-00.00 2X42%/ 0410-00 2 F11 3.00 0.00 808 04-07-00 040]-00 2%d,2%e 8305-01 ._.._ 7 03 s 00 Cot 30-00-00 30-0040 2X4 2 X 4 02-0000 01-114] 100600 4 7.00 6 DD CO2 30-00-W 3000-00 2 X 4 2%4 02-00-00 .01.11-0] 10-0&10 _.__ _ 4 Pry 7.03 600 Goa '.. 30-00-00 004000 2 X 4 2X6 02-0000 01-1147 0505-00 4 703 6 00 cm 30-0000 300000 2 X 4 2 X 4 02 00 00 10-09-10 4000*% -4 Ply 7.03 800 COB 300040 3e10�00 2%12%8-020000 L_ 0848-08 11 700 600 CM 11-05-00 114600 2X42X402-00-001 ® 6 100 600 C07 if-05-00 11-0600 2%42X4 08-0609 U!rW7l 1 7.00 0.00 _ 001_ 10-11-08 1011-08 2x4 2%102-0000 _080105 10 6 7.00 0.00 802 10-1148 10-1148 2%412X402-0000 680308 WW 1 100 0.00 ING 101148 101148 2X42%e 02404D 09-0699. 1 740 _0.50 801 _ 101148 101140 2x42xe 024000 __ 0903-00 -® _ 1 ].aoo.ao _.ODIA �'1.10-n4e 1on4e zx � 42X60240-00 _09034e_ Builder: Job Information Riverside Homes Job#: J170030 72276 San Jose Blvd.,Ste 720 File#: Jacksonville,FL 32233 (904)503-7055 Salesman:Scot Bumey Designer: John Knight Manning Building Supplies PAGE 2 (8nS Job: Jacksonville, FL 32256 jaxtruss@mbscorp.com eedchon Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 Report and Delivery Date DATE 05/02/17 Lot 65 ABCC Del. Date: / / Atlantic Beach,FL Cover Sheet Truss Level: PROFILE QTYPITC% BASE O/A LUMBER OVERHANG CANTILEVER I STUB O/A HEIGHT �7'7I PLV TOP BOT ID SPAN SPAN TOP BOT LEFT F T LEFT RIGHT LFT R*W 0 1 )00 0.00 DOS 1011-00 10.11-08 2 X 4 2 X 6 02-00-00 0"3-% VeJ 0 1 ]00 0.00 DOM 10.11.00 10.11-00 2%4 2 X 8 02-00 00 _ 09-03-08_„ ® 1 )00 000 DOB_�10.11-08 10.11-00 2X42X600-0600 10 1 7.00 0.00 D07 10-11-08 10.11-082%42X600-0400 _ fi )OJ 800 E02 00 08 00 OB-OB-0O 2 X4 2 X 4 0502 p� 05-0&10 _ t ]0] 800 E01 080800 OB-08-00 4 2 7.03 000 G02 l 2400.00 24-00-00 2X8 2 X 8 0 OD 00 01-10-05 2 700 000 Got 2d0000 24-0000 2%42X0 2 Ply 7.00 000 G03 2400-00 2400-00 2 X 4 2 X13 02-00-00 0742,05 1 700 000 GO4 _FF 2400.00 2400-00 2X42X6020000 _ 07-02.06 1 ]00 0 00 GW L24MOD 24-00-00 2 X 4 2 X 6 0200-00 07-02-05__ �. 3 700 0.00 GOS 24-00.00 2400-00 2-X 8 2 X fi 02-00-00 07-02,05 ® _. 1 300 0.00 H01 13 0"813-01-00 I2X/ 2X402-00.00 _ 02-0&10 r t 300 000 H02 13-01-08113-01-08 2%4,2X4 0_2.00.00 _ 03-00.10 _ ® 1 300 000 H03 13.01 w8 ,2-01,00 2X 42 X402-00.00 _ 0308-10 ® 22 3,00 000 HOC 12 08-00 1248-00 2 X 4 2 X 4 02-00.00 _ _ 03-1142_ ® 10 300 O00 H04A 120800 120800 2X42%4 030508 ® 2 3.00 0 H0/ .00 8 1206-00, 12-06-00 2 X 4 2 X 4 02-00-00 0311.03 ® 1 3001 0.00 1104C 1301-08 1301-0812 X 4,2 X 41:02-00-30 03H-02 1 303 000 H05 1301-08 1301-08 2%42x41020000 030502 1 300 000 106 1301-08 13-01-08 2X42X4'020000 0211-# ® 1 3,001 -08 000 H07 12 -00 12-0600 2X42%4020000 09-0004 300 000 HOB Ir 12-08-0 -06 0 1200 2%42X4020000 I- 1TTj , 7000001 HOB _107-00-00 07�001 2X4,2x[0200-00 03-0301 Buililer: Job Information Riverside Homes Job 111: J770030 12276 San Jose Blvd., Ste 720 File N: Jacksonville, FL 32233 (904)503-7055 Salesman:Soot Burney Designer: John Knight Manning Building Supplies PAGE Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com (904) 268-8225 ' Fax: (904) 260-2981 Repoli and Delivery Date Berichon Residence DATE 05/02/17 Lot 65 ABCC Del. Date: Atlantic Beach,FL Cover Sheet ruse Level: PROFILE QTY PITCH BASE O]A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLV TOP e0T ID SPAN SPAN TOP 60T LEFT RI Hr IFfT 0.10HT LEFT me. 1 7.00 6 00 H10 07-0600 0]-0000 2 X 4 2 X402-00-00 1 300 000 H11 _ OP01-0B 09-01-082X42 X 4 7020000 1 2 303 000 H12 Oe-01-08 09-01-08 2X412%4020000 03-01-00_ 6 3 00 0 00 Him _ 08-06-00 08-08-00 2X4-2X4:02-00-00 _ 02N-0P 7 300 000 H13 08-08-00 08-08-00 2X4X40211-08 1 900 O 00 H/4 07 09 DO 07-09-00 2 X 4 2 X 4 02-0000 02-0&10 ®� 1 3.00 000 HIS 07-09-00 07-09-00 2 X 4 2 X 4 ® 1 2Ply 3.00 000 H18 LO]-00.0D�0]-0690 2X42%6 02-0392 1 3.00_ 000 H17 080000 00-0600 2X4.2%4020000 01-10.10 ® 1 3.00 000 H18 08.00-00 08-00-00 2X42X4I020000 02-0}10_ - ® 3 3.00 000 His 08-0000 OB-0090 2X4.2 X 4',0200.00 _ 02-00.10 t� 6 3.03 000 J01 010000 01-00-002X41.2%40200007 01-0104 1- 10 7.00 000 JOIA 01000001-00-00 2%42X4020000 03-01-01 -1-4 -7, 6 3.DOJ 000 J02 0390-00 03-0090 2X4 2 X 4 02-00-00 01-08-10 P� - 4 ]00! _0007 J02A 03-00'00 0200-00 2 X 4 2%4 02-00-00 030301 z 2 7 DD 000 J028 03-00-00 . 03-0600 2 X 4 2 X 4 le 2 700 O 00 J02C 03-0D 000-00 2 X 4 2 X 4 0201.0E I-zw� 4 3 00 0.00 J03 05-00-00' 05-00-00 2 X 4 2%4 02-0000 020-io _.. f®' 4 7.00 0.00 J03A 05-0600 0E-00-00 2 X 4 2 X 4 0200-00 Cl L® -- z 7.00 0 W J038_ 05-00.00 059300 2 X 4 2X4 039305 L 2 7.00 000 J00C cil 0500-00 2 X 4 2 X 4 _ Cl 2 3.00 000 JW OF M O 2X42X 4,020000 7-0000 2 11 2.12__000 JOB _ 070800.13 00696132 X42X4 020915]-_ _ _ 01109] _-_ . •BuiMer: Job Information 2276 Sa Homes Job 0: J170030 1 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 Salesman:Scot Bumey Designer: John Knight Liacksonville, Building Supplies PAGE FJob: 6 jaxtruss@mbs-corp.com225 ' Fax: (904) 260-2981 Report and Delivery Date Berichon Residence DATE 05/02/17 Lot 66 ABCC Del. Date: Atlantic Beach,FL �COv@f Sll@Bt Truss Level:F-71 1 PROFILE OTy PITCH BASE O/A LUMBER OVERHANG CANTLEVER STUB O/A HEIGHT PLV TOP BOT ID SPAN SPAN TOP BOT LEFT ftIGM LEFT RIGHT LEFT RIGM 2 2.12 000 J07 - 00610-01 0&10-01 2%42X4-"02-0&15 03-08-0] -- 9-0000 2 X 4 2%4,02-00-00 _ 03-09-01 2 ].00 000 JOB 0300-00 8 7.00 0w JOB 05 09-0D 05-08-00 2 X 4 2 X 4 0200-00 001-00'08 L8 700 000 J09A 05-09 0005-09UO2X42X4 03 09__ 19 TOO 000 J09B_ 07-00 00 0700-00 2 x 4 2 X 4 02-00-00 _ 0507-01. r -- 1 495 0 00 AD 0402-03 04-02-03 2 X 4 2 X 4 02-09-15 03-02-08 3 4 95 000 J11 08-00-01 0800-01 2 X 4 2 X 4 0209-15 N 09-07 1 4.95 D.00 J12 08.00-13 08-00 134%42X40209-15 04-09-12 2 7.w 0w J14 020000 010000 2x42%40200.00 _ 02 01 ®® 4 7.00 0.00 J15 02-0--- _ 1Z 02-0000 2 x 4 2 X 4 OT-0000 - 03 08-01- _ //// 18 7 00 0 w J13 01 00-00 __ _ _ � � 2%62X40200.00 02-11-09 1-49 4 4.98 0.00 J18 e2e409 02-0003 2 X 4 2 X 4 02-09-15 024748_ - _ 4 4.951 0.00 J17 030611 03-05-11 2 X 4 2 X 4 02'09-05 0]-11-00 1� ' + _ _ _0302-19 _. 2PI 000 000 KOtA 18-0SDGi 18-05-002X82Xfi _ w-02-03 y 2 ._� + —__.- --_ 2 Ply 000 000 K01 18-0 _ _ _ /�rrte� 9 700 aDo Lot 0]-024x1 D]-0241p 2%42Xd020000 o2 G0-00 02-11-09 /By4p� 07-02-00 2X4 2X4 020000. 03{17-02 2 70J 000 M01 04-0800 w-06p0 2X42%4020000 020000 02A 01 ® 2 7.01 0.00 P03 0607-05 w-07-05 2 X 4 2 X 4102 UO 00 02-0000 _ _ - ___- --02-00.19 1 ]DO 000 P02 06-0705 0/-08-00 2%42X4 - - pt-0}OB 3 7 0o D Do Noz o4-05-p _ ® 01-11.06 _1_ - — ._._-- _ ® 2 Zwl 0.00 Pw w-04-19 w-w-13 2x42xa, 02-07 01 ® 12 ]OD 000 0 w-11-13 0411-192X42%4j _. 0211-02 _. __S�A9nT - . 13 T _- 2Py 000 ON "1 14-0747 14-0747 2X82- w-01-14 Builder: Job Information Riverside Homes Jobe: J770030 12278 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE �— Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Del Phone: (904) 268-8225 ' Fax: (904) 260-2981 Date Bedchon Residence DATE 05/02/17 Lot 65 ABCC Del.Date: / / Atlantic Beach,FL Cover Sheet Trues Level: PROFILE lQTY1 PITCH BASE O/A LUMBER VERHANG CANTILEVER STUB O/A HEIGHT PLV Top BOT 10 SPAN SPAN TGP BOT LEFT RIG1R LEFT RIGHT LEFT RIGM .:. 2PIY 0.00 O.OD R02_10/-0]15 04-0]-05J2X82Xa 1__. _ 02-00-00 _x__,_, ITEMS GTY PLV ITEM TYPE SIZE LENGTH NOTES Rr+ate HamJe—,--- ___. _...._HID2e rim These truss designs rely on lumber values established Lumber desin vaes are in accordance withIby othei s. 6.3 MiTeke RE:J170030 - Riverside Homes/Berichon/JK i ek US Blvdnc Site Information: Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name:J170030 Model: Lot/Block: 65 CC Lot/Block: 65 State: FL City: Atlantic Beach Name Address and License#of Structural Engineer of Record,If there is one, for the building. Name: License#: Address: State: City: General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/rP12007 Design Program: MiTek 2020 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 97 Individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. �Nd. Seal# Truss Name Date No. Seal# Truss Name pate 1 T10747759 A01 3itix% 18 T107 76 006 Y28/17 I a I rlmane0l A02 _�328117 19 T10747777�C07. ____L3/26/17 3 0 47761 A03 3/28117 20 T1074TT78 D01 3/28/17 4 710747782 A04 328/17 21 T1 710747779 D02 17 1328117 5 710747763 A05 328/17 22 0747780 D03 6 710747764 A06 328117 23 710747781 D04 3/26/17 7 _ 710747765 A0732it17 24 T1074778D04A .__ . 328/17 _ 8 710747766 B01 328/17 25 7107477833 D05 3129117 9 7107477 B02 328117 26 710747784 DOSA 326/17 76 10 710747768 B03 328/17 27 T10747785 D06 328/17 11 710747769 B04 326/17 26 770747768 007 328/17 12 710747770 BOB 328/17 29 T70747787 E01 ___ 3/28117_; 13 710747771 C01 328117 30 710747788 E02 328/17 14 710747772 CO2 326117 31 710747789 GOf _ _,_ 3/28/17_ 15 710747773 CO3 13128117 32 T10747790 G02 328/17 328/17 33 710747791 G03 326/17 16 710747774 C04 17 710747775 COS 328/17 34 710747792 G04 3126/17 The ones drawing(s)referenced above have been prepared by xj1 R rP.rq�r4 MiTek USA,Inc.under my direct supervision based on the parameters .�yl `�E NS�l ti% provided by Manning Building Supplies. Truss Design Engineer's Name: Finn,Walter =*:• •y,r My license renewal date for the state of Florida is February 28,2019- p 9 IMPORTANT NOTE' The seal on these Mks component designs is a certification pO; SATE OF that the engineer named is lfoensetl in the luasdicront"itlentrfied entl that the •• designs comply with ANSI/TPI 1. These tlesigns ere based upon peramelers �i�'�(so( O shown(e.9.,loads,supports.dimensions,shapes and tlesign codes),which ware S'••....•• given to MiTek. Any pmlect specific infonneaon includetl is for MiTek's customers fife reference puryose only,antl was rwt taken into e_on,in the preparation of oIrlrnrllaaa, these designs. MiTek hes rwt intlepaMently vedfietl Me applicabiliry of the design y9Mre rmn rt xp.YtaN "ammeters or the designs for any particular building. aefore use,the builtlirg designer Mpek use.IM.nCan 6836 should verity eppllaabiliry of tlesign parameters arM propedy ixorporate these designs fi9p4 y��sr axn.Tampa Fl.]991a into the overall building desgn per ANSI/TP11,Chapter 2. Dae. March 28,2017 Finn,Walter 1 of 1 OFFICE COPY RE:J170030 - Riverside Homes/Berichon/JK Site Information: Customer Info: Riverside Homes Project Name: J170030 Model: Lot/Block: 65 Subdivision: ABCC Lot/Block: 65 City:Atlantic Beach State: FL No. Seal7i Truss Name Date No. Seal# Truss Name Date -- - - 135 TI0747793 G04A - --_- 328/17 .78 T107479 6 410 3/28/17 3 17107477944 G05 _ _,.L3/28/17 79 _ T10747837IJ11 13/28/17 137 17107477951 Hot Wall 180 17107478381 J12 13/28/17 138 17107477961 H02 3128117 X81_J1 0747839/41 3.__ __43/28/17 j 39 1TIO747797 H03 328117 82 710747840 J14 3%28/17 140 1710747798 H04 3/28117 83 T10747847 J15 3/28/17 141 710747799 HO4A _ 3128/17 84 IT107478421J16 __�3/28/17-J 142 17707478001 H04B 1�&17 185 17107478431 J17 13/28/17 143 T107478011H04C328/17486 X07478441 K01 _ 328/17) 144 17107478021/105 328/17 187 I T1O747845 I K01A 1328/17 145 17107478031 H06 1328/17 88 IT10747846IL01 1328117 146 17107478041 H07 1328/17 189 1110747847IL02 1328/17 I 47 T10747805 HOB 328/17 90 IT107478481 1101 328/17 48 770747806 H09 3/28117 91 710747049 1102 328/17 49 T10747807 H10 328/17 92 710747850 P02 328/17 50 770747808 H71 328/17 93 170747851 P03 328/17 51 710747609 H12 328/17 94T10747852 PO4 328/17 59 7107478101 H13 328/17 95 T70747053 P05 1328/17 I 53__ 7707478111 H13A -LB/17196 710747854 Rol __,___L328/17 54 T10747812 H74 3/28117 97 770747855 n02 328/17 55 _ 71 074 7 81 3 H15 328/17 56 710747814 H16 3/28/17 157 17107478151 H17 328/17 58 710747816 H18 328/17 59 710747817 H19 32&17 60 T10747818 Jot _---_ 328117 J 61 710747819 JO1A 328/17 62 710747820 J02 328/17 63 710747821 J02A 328/17 64 710747822 J02B a28/17 65 110747823 JO2G 328/17 66 110747824 J03 3/28/17 67 710747825 J03A 328117 88 710747828 J03B 328/17 69 IT10747827 J03C 328117 70 710747828 J04 328/17 171 T707478291J95 3/28/17 72 710747830 J06 3/28/17 J 73 T10747831 407 3/28177 74 T10747832 JOB 328117 I 75 T11�0747833 r09 328/17 176 IT10747834 J09A 1328117 I T. T10747835 4098 . 328117 2of2 Jab Tows Tined Type try %y Formica Homed l Beraftch l JK N W4A59 J1]603D ADI Heli Hip Gander 1 2 Job 01MiTReference Orel MemirM Building Suppllea, JeRwmille,FL 8.010 Apr a INWbyes.Dl Tue Mar 2813:95:41201) Page 1 1083OgGue]OiMJNgIOSMe 24 Ge]pLCKNWbybSeDl¢]rFtl1xK6P]MiMeWu%XnnH)YYOBa 209 ]00 1338 1&)2 259M111 32@9 3Y]E 4390 20-0 FO-0 &3B 830 83-e 838 F SS2 SB90 Scele=1:788 "LED NAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILED NAILED MILED NAILED 5x0 A4= &4 II pal 9x10= M 11 ®e= 115111 µ412E0 NAILED3NAILED N4ILEONAI11 NAILED ].CO 12 3 10 A21 9 22 I. 2C Sys 28 .. RBB p 33 , ] 3R 33 8 39 3 30 B � IZ— ZZ 1 2 Z !!�4�� i 97 B8 18 .s 40 15 41 42 lA 43 . 15 . t9 47 AB I9 12 50 51 1158 W U 10 56= NAILEDNAILED INA 11 MILED EDB NAILED 4110— NAILED W= IUILEDNAILED ag II NAILED N10= NAILED 2x4 II NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILEDWJLED NAILED NAILED )00 1338 1 1 ,� 251011 1 3231 3)-]d 614E )-0a 638 63B)-28 838 838 SS2 5810 Plate Official 0LY} L&0-2-0_0-2-121J&04-0.04-81,1131 H&0-4-0.0-4-81 LOADING (Deft SPACING- 2-00 C51. DEFL in (Iac) Well Ud PLATES GRIP TCLL 20.0 Me Gap DOL 1.25 TC 044 ', Ven(LL) 0.1219-15 >999 240 fail 2Mµ180 TOOL 7.0 lumber,DOL i.25 BC 0.64 Ven(TL) -0.2510.15 >999 1E0 BOLL 0.0 ' Rep Stress Rler NO INS 0.01 HDrz(iL) 0.09 12 We We BODE 10.0 Cone FBC2O14iTPI200) Melnx-MSH -_ _ Weight 507 to FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2'Except' TOPCHORD Structural wood sheathing erectly applied or 3 11-10 oc pudirs, 1-3:2.4 SP N0.2 except&Itl verticals. BOT CHORD 2x65PNo.2 BOTCHORD Rigid oeilitg directly applied or 6-0 no owing. WEBS 2x4SP Ni REACTIONS. g5slze) 10=EZMacM1anical,2225605-8,12=069M Max Herz 2=225(LC 24) Max Uplift I = (LC 29),2=1045(LG 6).12=-19318) Max Gay I MO(LC 4),2=2258(LC 1).12iial899(LC 1) FORCES. (lb)-Mu.Oomp NmTen.-Allforced2W(lb)orlessexceplxfien Mb , TOP CHORD 2-3=35841502,3-0.102311 TJ9,4-5—3483/150],53983/150],a-]=1232/589, ]-8=-26&608,8-9=-284809 BOT CHORD 2-18=-120]/3040,1S16=1241I30M,14-15--182&4034,131411-801 12-13=-2360/1031,11-12=23851031 WEBS 31E=-15]!)08,31x3-205225,415 0.981405.9-14=853/280,514=6.7-11= B-11-1D2W251M,11—n 052/10Th]-13=-i]5592T],]-12=431419%,]-11 68521]3, 8-11.598/484,9-11—T14323 NOTES 1)2-plythas to W cannecletl togMher x18110tl(0131Sd4•)tans as fdlox5: Top chom pxmeaed m follows:2x4-1 mW et 1-0-0 9c,2x6-2 rose linsWerad el 1-O-Doc. Bottomonseed armeded m folio I Less -2 mwe sleggeretl a11-0-0 oc. Webs conneGetl id red eq:2x4-1 row at b0p0 m. 2)All loads are rs have enproyaedltod to ail plies,except ii elect as F)ca(F]w bass(B)faceIn Ilse LOAD CASE(S)section.Ply io ply contractors(leve beds have b tl to distribute only loads noted as(F)or(B),unless MIIBIWIse IrWlcatetl. 3)Unbalanced 71 live lt=13have been conelgW) for this=10eari 1mph; 4)Wink:ASCE l.,G V016130M (RS(direcgust)Vaetl=eve iii ;TC i,ht ax sf;i and.Opsl; teff X;By1Nt t�43X:;L.b 11;EMO;End.,GCpi=018;MFRS(tliredlonag;cantllever lett ass ngM expedetl entl veXlcal IHt and nghl eemoseQ Llxnber DOL=1 deaplatens dr WLd 80 5)This Inc adequate drainage to prevent water bottom c 7)This Irks e h been resigned!forf a 10.0 pea load f 20 chord live load no0croad in al with any other live loads. 7)•1015 truxahoebeen tom elh designed lisp loadof er DDei on the baXom dramin all areas where aredengla 36-0 tall by2 QO wide xVll fitPaper beNreer the botfor to Dead,connections,any other members. e)Refer to mechanical for cross ct In (beonnectlof t 9)Protide mecheniral c9nnectlon(by omerst of Imsa to bearing plate capable of wXhstandlrg tOG lb uplift N loint(s)10 except QI=1D) 2=1045,12=1835 10)'NAILED' Indicates 3-100(0.148YJ')or 312d(0.148'x3.25')ice-nails.For more tlaall9 rekr to MITek's ST-TOENAIL Detail. LOAD CASE(S) SlandaN Q WA/XIO/d-van,deadloscaosiO,e0.eFAp NJIEa CW M.WON'1L'afalllCxA66YMCE PAGE M14Am.la�iall eF101IEU3E P5d v:Ltlla ua arYYM'Ifn I+MlokdcnYgclai Ti[drs4paR5satla4Yµ10n Ibtleelers9gvn.ass hlam MUM.M WWgcanpa,w rot prm yNem 9a Me ue,IM LJWg4mMr¢rmnl�MXre¢{lctlMllYdtlm43rrp�mwlmobpp�etlVNcwpcmle tti64mMn Firm owlet Nt1R8alOn I.xh2htll'aleoetol�evMib OxROd MMStllrunweaaWrvcicNmdn�noNY. MdIMMlamrblal'a10 F'�nuw:elbaJrg M e kawNSreQJ:eO(aa1WINd'dfolYBNnicdl4®Mhl*�-YepeN9f1d 1YxY ad wolaplYOznrBe.Ia IsopMI.0..e toon nalu9y.tlelNerY.aecnmm]IxucxgollnEeaaM Run Mlemx reaR1141/MIfIWNGIXwxr.Me-H ass M:5l wxlnYeulVorlanl PeM FeNeW. 9yNylrtlpmyin mtll?Ao ran IMRuIe raRRIe.41ex.Iee sMl.AM31z ebvuvlM.vAnal4. T.1rpe.FL=10 Job -- T. T.TYPsDb PIY RiwiWds Homes I BeNbm/JK ., nB74n5a J116030 A01 HaN Hip Girder 1 I AM M202016Mirce o lore Memilp Bultlilg 6upplies. Jeke0mille,FL B.OfOSAg202018 MITeh INbybi lm. TuexKW7M3:45:4f2017POU ID:p3_OpGlle7BiMJNB1o6xHOGZV60e-]ptcKNW5yt6e01¢TrFd1xKW]MIMsu4uWlmHxWOOe LORD CME(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 UMlorm Loads(Af) Vert:1-3=54,3-9=-54,2-10=-20 Conwnbated Loess(Ib) Ved:3=405(8)15-51(B)16=d1(B)a 105(8)12-61(B)7-105(8)18=-105(B)21=-105(B)22=-105(8)23=-105(B)25_-105(9)25=-105(B)27=-105(0) 20=105(8)29=105(B)30=1 O5(B)31=-105(8)32=-105(8)33=-105(B)34=105(8)35=-105(B)35=-105(B)37=-218(8)3 -217(B)39=61(B)40=51(8)41—61(B) 42-61(B)43=61(B)44=61(B)e5=-61(B)46 61(B)47=81(B)46 -61(B)49=u31(8)50=E1(B)51=E1(B)52-51(B)53-61(B)S --51(B) Q ry4ry/Mp.V YGVIBnpva�elxkxpeE10X028 eN 1N5.WOMCLWEOYIFTPEFEMNCE IPBEIaF4Am.lO0YA16 BEFOI2Y9E p��wll]lw wywYy MlekA amuclws.IM�]eSmkY daYY ulm r�aarelels]w�rrtadlSlwm MIWJq WkMg<omlwrenl.ml 0�m3YNem.aelwe�,IM MYMrq Nein mull vallty tt¢g4Yni11ryd(IeLm Po�mlelasotlpq<IIYIn'apwaR Tk�le>gn NlolMmatll wawdeYw• In 1-1 ruclGro dmen4aalmswd,dafwcmramwronsday. akmlw�d lw�r vmd celmd�mpwxm offroW h dwary�epB�YxfIdLllYdNlo pevenlcdlexw wlm WdYAe Polinxl F4.ry WJ Wap ly Wn�e. fwge�x:ld PlMJw�ce maa4lp Te a.FL 3E10 I'M GeM EM"a!Y kaMn Ywo?.ddNery.wa:hnm'1 M¢Npollnus[ad Inmryslemi swMN51/IVII WaYIY GMwla.ULJ9 aM xCL Mtl�PConpelwnl eyklY Wpmyan o�tlRie 6cm I�ua FLle MMa.RIBN Lee]Y�eel.Slle ll].NevmYly VPRR.l11. Tenp JobTmss TYpb s TubOry Ply RNaraWe Homes/Barelln/JK � nD7aned J176090 Arts Roof Stadia) 1 1 Job Reference(Opticaldd MenNnp BWldlrg SMrylies. Jexsarville,FL B.MJ SApr20201a3aTexlnd3Ytitllnc. Tue VOIMHK=?BBC Pepsi ID:g3_OQGue]BiMJNplo6zH0Gri6Ga-4GTMI3tlUC1152TNzgN01BEHAK321189BEbAZW 0& Qd0 469 HL 163] R421i R24 ON ]Ptd 4aN ebd 6611 M. + ]71.7 7117 711.7 211 6 3 1 4ae sur.-1 n8 am= am= mH= em= 1. 11 _ 4 22 2e 5 N 25 6 1eS7 ] ].W FIT it2 10 11 5114 3 ry 21 �� N � 2 17 18 15 A 13 12 = ass all eve= em= 318= W aaO 163] 262-13 3i-2d we 4ad-n Bd-0 h11-] 7-14] ]-0i-0 345 Bd-7 PlatsOfferati IY0.1-190.1AI 14'06-00.2-01 (8'63-00341 142b 0.2-1i (18'0-24L0-3dl LOADING IPsi) SPACING- 2-00 CSI. DE-L. M got) Weft lW PUTES GRIP TCU- 20.0 Rate Grip DOL 1.25 TC 0.81 Ved(LL) -0.1112-13 > 240 MT20 2"190 TCDL ]0 Lumber DOL 1.25 BC 081 Ved(TQ 02181213 .478 160 BCLL 0.0 ' Rep Stress Insr YES WB 0.98 Houd"L) Rod 14 We be BCDL 10.0 Ca0e FBC2014?P1200] MatdxMSH Weight 2591D FT=20% LUMBER- BRACING- TOP CHORD 2W SP No.2 TOPCHORD Structural woad shamming directly applied M 2-2-0oc purlins, BOT CHORD 2x4 SP Nee? except and veNcals. WEBS 2a4SP No.2 BOTCHORD Rigid calling Obesity applied or 6-O0 on bbaft. OTHERS 2W SP No.2 WEBS T-Brace: 2x4 SP No.2-5-15,6-14 Fasten(2X) T and I braces to narrow edge of Web vim 16tl (0,131'AY)nails,617 o.c.,vtm No minimum end daance. Brace must cover 90%d wed length. REACTIONS. (Ibrader) 12=Ai/MachanlcN,2=1141Ab41,14=22513b38 Max Hoo,2-2fg C11) Mex Uplift 12=-28](LC 21),2=474(-C 12),14=882(LC 12) Mex G.12=56(LG 6),2=1146(LC 21).14=2258(LC 1) FORCES. (Ib)-Max.GomplMaxTen.-All fart®250I1b)aless except bnensMWn. TOP CHORD 2-3=-1840/)02,3d=10.51/fi16,45=10.5]/]09,SB=-]13965,6-]_50811015, ]8--5OsVlN5,69=392/61],e-19=3]1026 BOT CHORD 2-17=-80NI1 '16-1]=84]/1218,1516=](-7/1458,141�-321/6]5,1314-7804450, 12-13=.342/160 WEBS 3-17=-283/188,4-17_46944,416=14]/3]2,5-15=-99-7441,a1S=-182M68, 8-14=-9x1&882,]-14-39318-14_755031 1,6-13=23PM33,e-13=93980 1O1(L-6693]4,1O12=135921 NOTES- 1)Unbalancetl roof live Iods have been ximaldereel for Mr.design. 2)Wind:ASCE 7-111 Vu1b1 March(3-second gust)Vasd=101mph;TCDL-s.2ps1;BCDL=3.0ps1;h=25d:B-,15f1;1a13h;save=5ft;Cal. 11;Exp C:Emb,GCp1=0.18;MN FRS(d radonap and C-C Exledarl2)-2414 to 23-2,Ir8e0or(i)232108-0-0,Ededor(2)84-0 to 35 2-9,Intedor(1)352-9 to 4324 zone;carNllever left ad right exlxser;and vertical 10 and right expread;C-C for members and loless 8 MFRS for reach.shown;Lumber DOL=1.60 plate gdp DO1-1.60 3)Rovde adN ate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chow live load nenourachat Wxh any other live loses. 5)-This fuss nes been designed for a live load Of 20.Opsf on Bre boflom alai In all areas Yonne a rectangle M-0 tall by 2-0-0 Wide bili fit batwaen me bodom chord and any other manias. 6)Rioter to girders)for truss to muss connections. 7)Provide mechanical connection(by buena)of Im9 to start,plate capable of Wthdanding 10016 uplift at jointed except ONO) 12=287.2=474,14-832. 8)Warning:Additional amument and s ablllty passing for truss system(not pall of this component design)Is always requires Q WAMWM.YMN seal a...M07Ea darbes 10NC.M2faef/6YNCEGAOases".m.1.11 BEPo,UBE iv T wYtl t«1re nov vfo". o-ass.McdM3n a P'a«1 ay ar-n mwlers Ntwn,mtl b l«mYY.IWMEurWq cmlp«r -rot nlm.mlem �IwP rE..n1e LJkAp baQ,er mutvMnIln<CWwlMllYof de4an pamwlena•JR 'fYYK-«P1ra1.xm EmYJn Fm Xwo.«41 wtlrl d.aen WaHexldernmemw..am bxNLl o11MM1NWIOvswebad/«aordm«row.mv At101kndfemp«uvad Perm®mtaabl WOW aratktlwaq�e4ew1 W sIMINa'AloµavwllCWlgia Mn pcssd.�m«xl n3ay eXW popclYbanGB.. Fw 9ww1tl91c.repsdpXle said, slway.tlelfRry.Bmcbn aN dotal ti.aus aMRSY5te1s t,As IL/RI1 O1pON ea1.1W.Oalda.r143dn 2uMYq Cmpuwll 'm Paha EM BkN. SWlyllxpngbn mrl?1v Yan Balite Y1MIW.218 N.1..5kee1.91RJ12 Msws]h VAYLII4. Te1rya,FL 9610 Job T. Times Type ON Pty Riverside Homes/Benchon/JK no]4]]61 �J170030 A03 Rani Specig I I Job Ref6relce(cpOcrel) Maminp Building Suppl'we, Jelsomille,FL JNgISApr202016 MiTeklnEutriealrlc. Toe Mer2813:46:442Pagel IDg3_OgGue]BiMJNpIOBEHOGri6Ge YOI xYPYTFWg94CiiXOAk2yYapMZNmKDp_ROczWOeb PO0 Sd-03 10.1 1]910 24-11-7 9240 36014 13d-0 2 'd 5413 4gl) Y4B ]2-13 ]i0 9A14 ]32 6wle=1 T e S8= 3zl= 6e6= Sr0= 4 22 6 Y.t 24 6 25 S ] 7,00 12 pg= a6 36 i 8 9 3 21 e Z] m , 3 p !i1 fe 1E - 11 Re 13 an 1R 11 10 m= Iso, II 3"= SrS= mod= em= 5x4= 2H II 6813 10d-0 17810 2411-7323i 924036614 134-0 s119 4 117 ]de I ]-2-13 Y -02 36t4 ]3x PlabrOffirati IPG600.2AL p'06-00.2i1 I13'4A120.3-0I 114'0-280301 LOADING(pap 6PACING- 240 CSI. OEFL. In (IOL) Weft tW PLATES GRIP )CLL 20.0 %ate G8p DOL 1.25 TC 0.67 Ved(LL) b.lo 1314 x998 240 MT20 249180 )CDL 70 Weber DOL 1.25 BC 0.6] Vad(TL) -0.251415 x999 190 9CLL 0.0 ' Rep Stress their YES WB 0.56 HOrz(TL) 0.06 12 we IVa BCDL 10.0 Code FBC20147TPI2007 Maidx-MSH Weight 254 lb FT 2M LUMBER- BRAMIG- TOP CHDRD 914 SP No.2 TOP CHORD Stmothdal xmd sheatt ng madly totaled!or 3-611 ac purlins, BOTCHORD 2x4 SP No.2 except end yeramal9. WEBS 2x4 SP Nat BOTCHORD Rigid telling dlmdly applied or 6-0-0 oc terming. OTHERS 2x4 SP No.2 WEBS LBtace: 2x4 SP No.2-5 13,713,]-12 Fasten(2X) T and I braces to narrow edge of wreb with I OC (0.131-X3')halls,Sit o c.,with ten minimum end distance. Brace must cover 90%d web length. REACTIONS. (Ibls¢a) 10=t&Nlechanloai,2=118645-8,12=207=Po Max Horz 2=282(LC 11) Msx uplift 10=136(LC 21),2 ,Vtt(LG 12),12=75](LC 12) Max Gray 10=89(LG 22),2=120o(LC 21),12-2 M(LG 1) FORCES. (Ib)-Max.Co.".Fear-Al to.250(lb)or less except when shown. TOP CHORD 2-3=1]54894,3-4=145&649,4-5=12)30649,56-7061 6-7=-71&403, ]8_-339/]51,8-9=-221/428 BOT CHORD 216=-]67/1563,15-16=]6]/1563,1415=58412]$1314 WWI 310,12 13--671/421. t 1- 1 2=4ul=42 WEBS 3-15=-4L3216,41 i--82y386,5-14 253.5-13=-827/355,8-13=419298, ]-13=-064/1 SIR.7-12-189(1.85.&12=3]5229,8-11=6&378,9-11-5112 1=8 14O11ES 1)UCbMallced roof Ilya loads have been Considered for this design 2)WildASCE 7-1.Vult=lWmph(3-second glut)Vasd=101 mph;TCOLA.2psf;BCDL=3.Opsi;f1-251t B-45ft;t ft;eayi Cal. 11;Esp C;ErmI.,GCp1=D.18;ATN FRS(dlredlonaf)and C-C EAsur )-2-G14102-3-2,IMenor(1)232 to 10-0-0,Exte0or(2)10i 0 to 36-0-14,treadmill 38414 to 432 4 zone:cantilever left and fight exposed;end yenlCM lett a4/right ox osed;CG for members and tomes 8 MFRS for mactions shown;Lumber DOL=1.60 plate Blip DOL=160 3)Provide adequate drainage to Forwent water ponaing. 4)This two has been designed for a 10.0 psi bopom choml INe and Ilonrarculrenl with any other INe loads. 5)-This Was has been designed for a live l0nd of 20Dp f on the bottom cfl0rd In all areas More a reclangle 360 tall by 2-0-0 wide WP fit between the bo0om chool and any other members,with BCDL=10.Opst. 6)Refer to glyder(s)for truss to truss conlwcgons. 7)Pmylde mechanlral ccimmun ton(by Others)01 truss to healing plate capable OI wlthstaldillg 100 to Will at(dnt(s)except Qt=lb) 10=136.2=494.12=]57. 8)Warning:Additional permanent and Mobility bradag for imam system(not pen of this component design)is always required, Qwlppp.today p/,TpreMxavWPGOImTE4 aN rII14INa MCLWEO.VIIExaEFEflaHLE EIOENY)e)]m.1mAYNre aEFONE Y4E. hwds WId W ww,,n,.Mt°k®wrv¢cldtlMtls4(xi b[¢.ad wJY uF�naanelers Lwwn aMle Iw a�IwNP]uw Iwldre c ny�arent,rvtl Inmmgdern.bbR U°.Xa WkXgderbrermutnMhlle 1antrydce�rn gaanielarsad gonceYMwWale R4tlewy�lnlo ft o-a T- W(==Ma. rodaWhwIXl Maol�ablxawwy dctlVdM'MNL"l lnmwebatl/ucwxdmBm6dt WY.MiWMRmgauYad CwrnaanlM¢M Mltok' bdwgereiJanheltllllYaW bgav°nicdlq/ev.6h N4w�Faaxx4 HaYaw1'gq»Md>fmmA. �lwnYOlWdaLv re}rdN xre 9W Parke Eep 6N0. phtolEn W4'6.d°WSY.mecMadda:kV dIn99Otl MaaManLieaUBT11(LfYQMKbMd9VW eLR IIwTpCwrpmwY is FL 33610 9wehbxamMNNmW.ie bpn llW Elul°MYx0e.Rla&Lae Slree1.914/312 P1exu 4/6 VFRR.110. ^P° r- Truss T.TypeCA' Pty Riverside Hames/Bedcial 10]4A62 Jt]OOW A04 ATTIC 1 1 Jeb 016 Mils 1o05omap Manwng Building Supplies Jakmnville,FL 3.0106Apr HbCzY60 a6AIZMtriea,Inc. Tue MHMMOWi:45201> Page I WO 16.p3_OgGue]0iMJNgIo5zH1,CZY6GV-24 IZWgyOFMHv45k]SAH2WaoWjBllSTj WOOe .se auP Pa-sr su H sss ss3 ssss e z +s ini� sola v I ne a 9= BIe= 15[4 it 4 5 x x 27 as a ] a 28 00'12 XF1-2 ego 10is. 2 I� n 2U 1918 I] 16 15 L 13 12 11 MB 24 1 App- be 11 a18= Y4= a4 36 6ID= ase 11E3 Edspi sa101 N RYS S6P 5j19B Nn Plat Offsets(XV1-- 14'0-4-0 - 115' AO-S 211fi 0.380-5-1211]'OJ-OU1-111 I13'Od-010iAI 115'08461-BL 119'O+OOdAI LOADING(MU SPACING 2-6a Cbl. DEFL In poc) Vdefl W PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC SIX, Ved(LL) -0.1615-16 6998 240 hi 240190 TCOL 7.0 Limber DOL 1.25 BC 0.89 Ved(TL) -0.27 15-16 NW] 1W BOLL 0.0 ' Rep Stress inn YES WB 0.]4 Herz(TL) 0.05 11 We rVa KEL 10.0 Cape FBC2014?PI200] MalOx-MSH Alto 0.12161] 892 360 Wegnt:35211, 7=20% LUMBER- BRACING TOP CHORD 2x4 SP I'Except' TOP CHORD Strupoural aided sheathang direNyapplled of m pu111ns, 4-7:2x12 SP Ifil except and vertals. BOT CHORD M SP phi'Except' BOT CHORD Rlgld cold,dlrecgyapplled or 2-2-0 oc gracing. 13-18:M SP No.1D WEBS T-Brace: 2x4SPNo.2-614 WEBS 9W SP Nap Flretm(2)() T and I drops to harmer edge of nag wdm l Cd OTHERS 2x4 SP Mb2 (D.131'xJ')nalls,6ln o.c.,MM 3m minimum end distance. Brace must cover 90%0l web Inglh. REACTIONS. All beadngs038sxcept(It=lergtn)2=0-58,11=04amenlcal. (Ib)- Max Hoa 2=239(LC 11) Max Upllh All uplM 10011,or less Altai eacep12-424(LC 12),11-225(LC 12), 13-1]3(LC 12) Max Gmv All reactlon52Wlborlessatllnt(s)euela2=11%(LC22),lldi]2(LC 1),13=13g6(LC 19),16=15116) FORCER. (Ib)-Max ComplMex.Ten.-All forces a Per malas except wren shown TOP CHORD 2-3-17251558,34=13OY4W,4.x-12199519,5 -10016-7-81361513, ]8-]0&372,68-]131319,9-10-_8599346,10-11=-589/31] BOT CHORD 2-20-52511499,19-20=-525/1499,1]-19-281/t 0a],161]-261/1044,1SI6=-261/1044, 14-15=-2]5/1006,13-14-18]/5]4,12-13=-331/]98 WEBS S1]-139]/605,615-0/1572,1012-2491]19,11-13-318/109,P13=525272, 418=i59/13)B,319-0002]03-2(6026],]-14-]9(111458,614-2533/A4, 5191 NOTES 1)Unbalanced root live loads have been formulated for this design. 2)WiM:ASCE]-t0;VUt-1 p ph(35 and goat)Vasd=lelmph;TCDLM.2psl;BCDL=3.Op f,h=25f11 B-15fq L=0.ffi;save=SD;Cab 11:Exp G End.,GCpi=0.18;MW FRS(dredlonag ark C-0 EMadog2)-20-14 io 232,Inle0or(1)2-321011-9-5,Eledar(2)11-9-5 to 352-11,I135-2-11 to M S5 zone:Cantilever left and right exposed;and vedlcal loft am right exposed;C C fur members And forces&MW FRS for headland shown;Lumber DOL=1.W plaid grip 00L=1 60 3)Pmvida irds td dant,to prevent nater ponding. 4)Thus has has been designed for A 1(1.0 fist bottom Chord live load noncwlcurent arm any other live bade. 5)'This hUss has been designed for a live load of 20.Ops1 ou the butt.chord In all areas wirers a recifili 38-0 par by 2-0-0 wltle Wil fit between the bottom chord aM any other members. e)Ceilhg card toad(5.0 psI)on mem1,er(s).4-5,56,6-0; Wall dead load(S0p50 on member(s).St],615 ])EOOom chard five load(35.0 psi)and additional bottom[herd dead load(10.0 fist)applietl only to room.1(3.1],1516 8)Rain to girder(s)for truss to boas Connections. 9)Provide mechanical wrmec9on(by omers)of trues to bpadrg plate Capable of witl'etvMing 42415 upli8 at joint 2,22511,unlit at joint 11 and 1]311,uplift at jdnt 13. 10)Warning:Addllonal permanent and stability building for imss system(not part of this component design)Is always required. 11)AMC mom Checked for 0360 deflection. Q wYWWeVwry 4atlpnperxrM�w aM aF4a MOrtapIErOYdurndy mu "ur Padd eIOF fid, on Cupupre£OIIEr IINT uMtlkx iee lxYY'ullm MlekA ca'reclws.Rb Oe93n a WSOdYV apw�WrmieleSYmn�aMkM mBW.keM dxQg canpYrmi.not nisantem.asfwauea.n5a tleWrer neulvMNlaeqtJlcadllYor Oetlmri rx+amerersad gMemv Brca0.'IaH ene,4aa=m'a wa'aY aAdae deAem aa<+re Bdxrn.ea°"`ia preweml we;eH9 o1lMM]W lmmwaouierardmramem�wv.oeevera lamwrwaw Pembieml t»a+e Mek' eawanrarBwed lw rlUWllYaWio Prewamallwawmm Pavrxeparsamd wvmel+eremaomeaa ra 9emaa rsam�e iaraaw n.a abtpWy4 ilao3e.d9kay.a[x:Ipri WJh 1go11nve[a'A1msry[IemxaeMlN/MI GwRw<iarn,Wad9aM KAl&tlTpCaryonml 4aIL EW Ora. gyy4lpmWon aWU:leede BislWle BUIIli0e.218 H.be5keel,aab312,NmaMla VTTIJI4. Targe.,FL 3Of 0 Job Tres Teas Type Oly Ply Robinson Homes/Reaction/JK 9]ana Jt]0030 A05 ATTIC 1 1 Job Rebrerce(optioned Mammnp Building Supdim. J4VnOmille.R 8.010 s Ad202o1UMUN5gn7eies. pMeVWNLIF:15:16201] Page1 10:g9_OgGue)BiMJN910SZHbCZYeGe-UIIBUNSejn]•tlVls5epCCeI�B6NLIF8WtltiTYTUxWOBZ 0-111' tazd taBd 1680 z4-0o Is 14 3&as •Na bn.15 sx.lo 1. 41011 s09 611 z8e 411 10.11 yaH=1)az SM ovt 15x• 11 59=par 1 7 00 12 5# 3 • 5 27 626 p8 ) 6 51 gM 11 ad 11 _ 3M I e an 300 12 dr A5 2 10 31 fi u 11 1 1600 IN 111 18 17 16 IS 14 13 12 5M= 21411 &9= Ne= able= 4W= 11811 311-00 i 1324 11-)-12 20112 a22d 3635 F 1340 611-10 68-10 458 II 1O0 Zia 41-1 ]011 Plat OXSHs(X h-- 14'080&2dl D'g4TO g-2d1 f8'O&O DL01 11003-0O2dl It•P4U 0-•81 115 0.38O&OL f1TO38 Di-Bl LOAOINO(Pa' SPACING 280 CSI. FFL. n (bac) Vdet l/0 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87Via 0.15 D-18 X999 240 M720 240190 TCDL TO Lumber DOL 1.25 BC ami -an 7-16 ae53 180 BCLL 0.0 ' Rep Steae Inc, YES WB am Hour 0.06 12 we We BCDL 10.0 Code FBC2014RP12007 Manx-MSHc -0.121&17 921 380 Welghd:Mor to FF:: U LUMBER- BRACING- TOP RACINGTOP CHORD 2d4 SP No.2-Except' TOP CHORD Studurd wood streaming diredlyapplied or 2-2-000 formal 24:2x8 SP NO.2,)-10:248 SP Nall) except and verticals. BOTCHORD 20 SP No.2'Except' BOT CHORD Rigidadding dlrecllyappllel or]-38 oc andlg. 141]:913 SP No.1D WEBS 34-0oc bredng:38 WEBS 2x4 SP N0.2 REACTIONS. All bearings 038 except(0=1ength)1=05-8,12=Mach modal. (lb)- all Hors 1=247(LC 11) Wal All uplift 1001b or less at jdnt(s)14 added 1=3911LO 12),12=-384(LG 12) Mex Grey All readions 250 motions admift )incept 1=1290(LC 22),12=990(LC 1).14=1341(LC 19), 16=1273(LC 16) FORCES. (Ib)-Max ComplTAm Ten.-All process 250(lb)or less except when grown. TOP CHORD 1-2=225&1'98.2- -16]1/656,34=959/442,4-5-2356/11]9,5 c-1923'925, 6-7-1923`925,7 8-49WKA),0-9-14081573,9-10=130&553,10-11-148011557, 11-1 2-91 2476 BOT CHORD 1-18=693`1953,1)-18=69919.1,18-11—•384445,1516=-434/1435,14-15=447/1115, 1314=635/1404 WEBS 2-18=53/381,2-1)—)19`320,&15-548'251,1013=-298224,11-13=562A3W, &15--0/1286,9-14-123Q1),1 014=481249,&21-9051491,19-21=]5&424. 19-20=-55611255,2622-15]&98,&22-18:33/8926-20 257/196,421=21&493, -22=-364831,4-19=-89L1334,5-20=499284,]-20=-103)2138 NOTE& 1)Unbalancetl rope fine Toms have been considered for this deaign. 2)Wind:ASCE 7-1,Vu16130mpb(3-second ghat)goal01mph;TCDLd.2pal;BCDL=3.Ops1;h=25X;B�511;1-4311;nave=SR Cat. 11;EV C;End.,GCp=O 18;MW FRS(directorial)add C-C Extedog2)0-00 to rid-0,morlor(1)4-40 to 139-5,EMeriar(2)1&95 to 333-11,IMeaer(I)332-111'36-3-5 zone;danplever IM aM right sepal BM VBMWI let arm right edpose];C-C for members and forces&MFRS for reactors shown;Lumber 0OL=1.60 date grip DOL=I W 3)Provide adequate drainage to prevent water ponding. 4)This thas has been designed for a 10.0 psf botom cborO live load noncorou port arm arty other Hit,limbs. 5)'This buss riea been tledgmtl for a tive load Of 20 Opat On Me bomm word In all areas where e,edetgle 3fl-01d by 2 0 0 wide MO fit between me botom chord and any other members. 6)Gelling dead load(SO pd)on membe fti).3-21,19-21,19-0,20 22,8-22; Wdl deed Ioatl(5.0ps1)on member(a).31),8-15 7)Botom chord live load(35.0 psf)andadditional botem choral dead load(100 pat)applied oub to room.l&11,15-18 8)Refer to glron(s)for trees to truss connectlom. 9)Provide mechanical connection(by oblers)of three to bearing plata capable 0f wARstem hog 100 lb data at Idnt(s)14 except Ot=1b) 1=391,12=384. 10)Atic room decked for WOO defleglon. A. Bass, ��awYIYl4 axAa MllEe plM4ea N'LLOFO IeIEt aE1'914aG£IImISNA1w.lOOJAIFBPeae ae! LecynwYUlc�odY VM MIMW MYKCbc 114tleLLAh admtlwYY+re Wvreien9lwwh.mtl6lp TbdWJul Mla9cwnW'eM.MI pdwtn RIX a1q Ydk:al�ekb owiveel blCgFpb mwebat[/p�Clpltlmehnlvie nM kmma lKYmbmm "g aw"Ibm o-dw�w lawAaa w+hmNrammnevweoYa>a�.mw�va lehwr3Ywyamwwedvdumaae.1'a wwldwmwa hapwagn,a k• W� I�hkaIM eM49e.M.aY.aeobhum pcCYp ollhhmesam nlnrypwnc riawwlNlawNaAwle.a.4Yaaam Frill lltllhGdwaPeew eBM vuOe FW eYa. aa01' shad,beef w.fYls Yom now.mal zn0l.tae sbt site sit,Nsruvlb.vnn31C T.1rye.FL Job TmM Trues Type Ory Pty Rivmsitle Hwnes/Baadwn/JN I T10]4]]8! JIM030 ACS ATTIC 1 1 JCD Relerelee a barrel Metal Building Supplies, Jaksarnifle,FL 8dI0s A%202013 MiTek Industries,Im. Too Mar 2613;45:4]201] Pail ID:g3_OpGUOMiWNgtoGUWzY6Ga-yatbMLYBC%gRHCWk bMMFrg7_cgrvrlC51udif ..p Isd.4 r uI -Iz 61140 132< 4i� 5R zIJ-0 Y88J fl � ppPS1 3234 35311y3Jd a.u.ln 6z to )IS B�0 s44 s.a4 0@ri 14s3� z.e.9 41n ]an •__L=1:na pa-614 PI.I PFa m62 pal @Mp'IF 4 5 27 20 6 28 3n ] 0 bA II p 1411 3 6 25 31 56 11 0 3.00 i2 39 i 2 9 y d 32 56 J 2s, I 12 1 1 Iry 3y par 0 10 1a f] 13 15 14 13 5M_ zee I thole= m16= me= 4.4= as 11 611-10 13-24 17-7-12_{ 2&512 3234 36&5 F 4310 61140 62-10 bine 11160 2Ed 41-1 7011 plate Offs (XY)- 15'0-5-001-121 IB"61-0628) RO - 2 11 '0390.2-0I 115'04-0 0481116'038&&121118'6380.511 LOADING(psh 6PAC IN4 200 CSI. DEFL. In Qoc) Well w PLATES GRIP TOLL 200 %els Grip DOL t25 TC 0.85 Vert(lL) 0.211&19 >999 240 W20 249190 TCDL ].0 Lumber WL 1.25 BG 0.93 VarFTL) -09218, x502 100 BOLL 0.0 ' Rep Stress met VES WB 0.90 Hord(TU) 0.04 13 We We BCDLGWe FB0201MPI2007 MaNx-MSH Alto -0.161]-13 391 360 Weal 303111 FF=20% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2'ExcepP TOPCHORD SIIuclurawoos shrodhing dregly applied or 3-S8 do puffins, 54:2x4 SP No.1D,]-11,2-5:2x6 SP No.2 exceM pt evemcaw BOT CHORD 2x8 SP No.2'Evsq' BOT CHORD Rigid ceiling directly applied or 2-20 oc braving. 1-18:2x6 SP No.1 D.16-13:2x8 SP No.1 D WEBS 2Rom M 1/3 pis 48 WEBS 2x4 SP No.2'ExcepP 48:2x4 SP NoJ D REACTIONS. All hearings 0-36 except 91=1en9tlQ 1=65$13=Mechanical. (1b)- Max Horz 1=281(LC 11) Max Uplit All uplift 1001borleas at)o1M(s)15ex %t l-S61(LC 12),13=-349(LC 12) Max Grav All reactiona2501borlesaet)olnds)exmpt 1=1220gC 1),13=MG(LC 1), 15=1365(LC 191,1]=1416(LC 16) FORCES. Qb)-Mex CompA.laz Ten.-All lolras 250(Ih)Dr lase ellcepi wfien sFlown. TOP CHORD t-2=2145/)43,2-3=1416/552,3-0=-1283I6IXa,45=12211591,Sob-111&522, 3 4=-11128 2 2,]{11-124&595,8-9=128]/60],&11)=-139&5]6,10-11=12]8/639, 11.12=.1429/840,12-13=86)/46) BOT CHORD 149=646/13]6,16-19=843/1863,1]-18-328/12M 1&1]=-328/1213,15-16=-044/1109, 1415=411811353 WEBS 2-19,8 9441,2-18=888139],11-14=-2]4/214,i2-14=-54&1298,10.18=(V911, 10-15-1257M,11-15=-021k28,431=8551175,M-21=-]42212,2O22=94Y212. 8-22=3]1/181,521-231/532,]-22=-257&24 NOTE& 1)UnbNarwed hoof live loads have bean considered for Mils design. 2)Wind ASCE]-1R Vuft-130mph(3-second gust)Val 01 mph;TGDL=4.2psf;BCDL=3.Opsf;h=258;B=sSff;Ir13ff;eaveSlt Car II;EV O;Eirl GCOI�18;MW FRS(dlradimlal)and 0 C Ex erlor(2)OOO to 4-4-0,Intedm(1)44-0 to 15-9-5,Extern 15-96 to 31-2-11,Instil 1j 31-2-11 to 3&3-5 hone;cantilever left and fight egrosed;and vesical left and right expoeegPC for members and forces,&MFRS for reactions,shown;LMnber DOIr1d0 plate gap DOL=1.60 3)Provide whor le drainage M prevent water pend W. 4)This turas has been designed for a 10.0 par bottom chord live bad rwnceracum of Win airy Omer live loads. 5)'This)mss hes been designed for a five lead or 20.0pal on the bottwn cFard In all areas where a rectangle 3 6-0 tall by2-0-0wide Wil fit between the bottorn chem and arty other members. 6)CHling deed load(5 0 psi)On memWr(s).sin,8-9,4-21,20-21,20-22,a-22; Well dead load(SOpsf)on member(s)3-18,9-16 ])Bottom chord five load(35.0 pep and shelf bottom chooddeed load(100 psQ applied only to room.1]-13,1&1] 8)Refer to 91dl for truss to louse conneollorxs. 9)Protide mechanical connection(by others)of case to bearing plate capable of wfthstending 100 to Win at fonds)15 exospt 01=10) 1-361,13=349. 10)ABI.room checked for L/360 deflection. [&WARAwal Y�'INYMpnpvurl�vYrCaGON0lEa pllM.aXO NCLYOm YmxafIFNINLE FIO iftnt_m.IPa95alF or—nSE W W Imus oM'NN MIeA@cun,eckn.RG tk9�h[v'm]cMY4-Yo Mm,xlui Novm,avlh(a m MNQM Mltlr9 cdnG—1,rot Irro wo Paige vs,.11'a WklgderbrermwlvMNIlw ry%akdYlN olded9r IbamelenaM Pr^PAMFcuVaole IIY[ee$nlnMll'e ovamp dAdgdtlnn. RecNMrtlhaletlhlo Prevent WCMrq otYgvYAM lnrst webud/arcfvxd memCenrnYY.RWnuM lenperayaNrme,uwniM¢Iryl e WgxreplM(apoWllyaMblxmwa eNq»Mlh�wtle Ind F{4vdx1 WK Mdanroe. fw 9errerG pMaMn relx.dp IM fadw sarawasa,ovbMreereat hoar aMdachJd 1maxeeslnmryilmKseelexurd VAW 314Anb,aY a9aM 831 aupnp Cenrpnwnl Irwa.NEWBW. 3yvh Mpmpam av1'tie 1pn Irm FbKYaYk11 .RIa N.Iee STaef.911e 31 R.NviMNM VR'R314. Tv,rya.FL 3M10 Job Ttws Twee Tyy, Oy PIY RNerside H«real8encfmn/JK • T10J4A85 .1110030 A07 ATTIC 5 1 Jab Beterens MemirA BUMiA Supplies, Jefisom4eFL B. SAp202016 (IOMdushe a la. Tw MN2613:45:462017Page1 IDA3OgGw78iMNgaSZHbCxY6GeQ9GForc JIItaYpIUmEFgjoWFfb5j3gwBRya%NxWOOX a+o sna szaawn a10 nNzrz .+ss.z.a 1 41• x444 YYI3en es, 1Jt] &gb-1766 Nes= lsxa I SaO= 1. 276 R 7 ]W12 26= ,w_ Zea II • a 3a 3 p 2 21 0 5e5 157A II 6118= lbxa 11 0e0 0 10 3.00L2 66 29 2 9 I 11 51 2 O 1 160 yy 1 „ dfis 10 a 17 1e 15 1. 10 10x10= the em= ala= x4- II 11112A60 3D3.F4N 9810 aza o� +oa Plai OMels(ICYI-- 15'0800.2.11 P0.8-00-241141'03-00.2-41115'0.1-0OJ8L(180300.5-121118'038 Edger t LOADING(PeP SPACING 2-0-0 CSI. DEFL. In (Ica) IMo6 W PLATES GRIP TCU20.0 Pathe Gdp DOL 1.25 TO 0.64 Verdi-Q) 0.23 1019 X935 240 w20 244/190 TOOL ].0 Lumber DOL 1.25 BC 0.95 VerIQLI -0.461619 0158 IW BCLL 0.0 ' Rep Sirens Incr YES WE 0.82 Horz(1L) 0.04 13 We We BOOL 10.0 Code FBC20141TPI2007 Metrix-MSH Auto -0.1817-18 613 360 Weight.324 to Fr=20% LUMBER- SPACING TOPCHORD IDN SP No2'Except' TOPCHORD Start wootl sheaM1ing ufirecgtyeppllad or 07-11 oc palls. 25,7-11:216 SP No.2 except end veruae, BOTCHORD 916 SP No.2'ExcepP GOT CHORD Rigid tailing already applied ort 2-0 oc blazing. 1-18:2x6 SP No.1D,1518:2x8 SP Null) JOINTS 1 Brace a Joel:20,21,22 WEBS 914 SP No.2 RF IIIONS. All beaNgs 0-38e11cept Ut=let 1=658,1�10,chanlcal. (Ib)- Max Hoa 1=314(LO 11) Max Uplift All Lost 1001borkes allolnt(e)15ta t1=34J(LC 12),13=331(LC 12) Max Geav All pardons 250 to or ton at joint(s)e1¢ep11=1184(LC1),13=915(LC 1),15=1427(LC 19),17=1463(LC 18) FORCES. IN)-Max.CompJktiao Ten.-All fools 250(Ib)or less extepl¢flan shown. TOP CHORD 1-2-2081"03.23=-1360/502,"=-1195650,4-5=-5831305,S c-682/408, 67= 400,78=6079P3,8-9-12051570,9-18-13431530,10-11-11601800, 11-12=43380804,12-13--6391449 BOTCHORD 1-19=8164857.1&19=61&1842,17-18=-29111179,1617=28&1166.15-16=41011006, 14-15=-50311264 WEBS 2-19,,W447,2-18-907/410.4-20-89&323,20-22=-Bl 21-22=9271349, 8-21- .12-14-508,1207.1016--01967,1015=133101,11.15=416R28, 622=-146292,7-22=1651332 NOTES- 1)Unba dhood roof five Ioade have been considered for gale design. 2)WIFA:ASCE 7-1q VM1=1 Sharon(3secan0 gwt)Varn=IDtmpb;TODL--1.2fbd,BGDL=3npel;h=258;B-f50; -436;eave=5ft;Cal. 11;EV C;Ent GCplb.18;MFRS(diracifonal)and C-C Ferro (2)000 to 4-4-0,Bttervah)4 4.0 to 17-9-5,Exubod2)17-9-5 to 29-512,Interlohl)29512 to 3&35 ms;cantilever left and right exposed;end vertical left and night expostalO-C for members and forces 8 MFRS for maolk s shown;Lumber DOL=1.60 plate Into DOL=180 3)Provide adequate tlreiwge to prevent wade/Funding. 4)This truss has been designed for a 10,0 lost Whom Chord live load rantoncurrent WDI any ocre r No loads. 5)'This three has been designed for a live load of 20.0wf on the bottom chord In all aces wfier t a rectangle 380 tali by 0 0 wide Wil fit between the ooft«n chord and any other members. 6)C,111 g dead load(50 pat)on member(s).34,8 9.420,20-22,21-22,8-21; Wall dead load(50ps1)on am beftes),310,&16 7)BoVom chord live load(35.0 per)and addlfiosl bottom chord dead toed(10.0 pall shot aft only to mom.17-18,1617 BI Refer to f irdeds)for Was to trusts connections. 9)Provide mecbanlcal correction(by others)of truss to bearing path,capable of w8hstanding 100 ib uplin of its no.)15 secs t 0=1b) 1=347,13=331. 10)Atlic mom checked for 11360 deflection. QWIMYIa-YXtlx MBnpvenM1re u,OPE.40 N07E5CN 7X64XO M[LVOEO MIIEN aERaWCEYI4E XF)IYJrev.16R'VNIS 6EFOPEVSE pagl Wkl l«1re«iywM MpWsrpyytrkNrn'j.B1.e6ga9c81Mq.Y6e%gWpIIaNM&paodmeYu3c1abr5m.RW8 aary I"Irso t.1 ceson otoren,,fi c«l du "'ch I.1reani«uHporunNdxl trust wount,,ccdmamLaoony./dd8nno dseWnr,FYhg«tlraye5Yc2a«11dMnWlol«lmumenmtavcae«rlltl lal aCYq oK BRwgvrca', /l Advo t,srocat MiCc ewlm POWeF«xxe4 zllFyadr,ftesdon09e f«ar.desl,blce repatllgM dl FY 4014. P'Mu1bt A«rye.tlaflVBry.ae bee IvacBgaInmNantI11sryslmnc ceaVYI/RI14dlx CmeM,mYJBant BC91YMrq<wNOMr11 BdMy IaonmXm awlMe M1an inn IWKYYtl11e.818 N.Iee SM1ael.Alb JIR,Nexn[M6 Vh Y1Jl4. Tsrya,R 3Y10 Job Y 931 Truss Type Oy Ply R'rversitle Homesl Bericlwn lJH � 1074 66 J170030 W1 ROOF SPECIAL GIRDER 1 2 20 l6 M,ma(nuu.n. Memilg Building Supplies, Jeksomllla,FL 8.0106Apr202016MRekttd EMblo7MeHaMar2B2eym0z017pegel 10:g3_OgGue)NMJNgfoSZNbCZYeGe-NVO?DSCEMbIo]BGeHOOD_'mnj2BymMRkGRWCBV Q-0a ]al 12dd 161L12 feR-0 @1X 28412 L2-0 I zoo ]at f wa f aa] I sa sp< l 3tea 1 w< Scale=155.3 4z4 CO 12 3 sv4I T0oi2 4 5.12>5a10= ISH 11 sea= &10= 5 6 ] 0 9 19 127 1628 2e 3D 15 31 32 R .,3 21 22 12 2321 1f az ed15� 10 4.10= ace_ Houm 5.5_ HN26 m_ HTU20 MIO- SaeclY ever- HTU26 M II HGU5162 WU26 KUM GIIO= wum K.26 H01i HTU26 NTU26 BOeuY sear. 1840 tat lasf 444r Yl ts 1 ai� � m��x Plele Offsets(XVI- 120-5041-2118'0-)-t20.281111:O360.511112:016 O+B1118:P6-50.s11 LOADING W SPACING 280 CSI. OEFL. in (lac) used L/d PLATES GRIP TCU- 20.0 Plate Grip DOL 1.2s TC 0.51 V.cgL ) 0.11 ;1-12 X989 240 at 2ww TOOL ).0 Lumber DOL 1.2s BG 0.1`9 Ven(TL) -0.21 i1-12 >73 1S0 BCLL 0.0Rep Stress Incr NO WB 0.85 HordIrld -0.01 14 we the BCDL 10.0 COde FBC2014?PI20W Meldx-MSH Welgicbmib 17=2096 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD StludurL wood sheatNng dlredlyapplled or 3-2-12¢puMS, BOT CHORD M SP No.1D except and verucas. WEBS 2x4 SP No.2 BOTGHORD Rigid ceilhg directly cooled!or 5-84 00 Mal REACTIONS. (IbslRe) 10=330610-50,2=476r0-58,14�3-8 Worth.2=156(LCsI) Max Uplift 10-1435(LL 51,2=-360(LC 32),14---3666(LC 5) Mex Grey 10=3312(LC 18).z--542(LC 13),14=90B8(LC 1) FORCES. (Ib)-Mml.Comp.RAax.Ten.-Aq 10mss 250I1b)a less eXcepl wren eholMl. TOP CHORD 23=-458914,3-0=36]/324,a5=-38M485,58-859/1911,B-)=483Y2002, ]8=48352002.&8=81]211848,9-t0=-295FJ1300 BOT CHORD 1314=4635/1955,12-t3=-2033/835.11-12=-288]/e1M,2-1 8=-20 59 6],1546=-444/401, 116-35 114.6-5 WEBS 3111=352/114,813=-2682/1165,612=9205/IW),B-12=1482nt7,a-11=-34]/590, 8-11_ 52,s-1a=-8923285),s-13=2052/5100,618=828646,415=693/404, sty=19SW4719svns4 NOTES- 1)2-plyhow, OTES1)2-plytrss to reconnected togeNTWd Intel(0.131b-)redsesidl0ws'. Tap cfrords connedetl az Idlow:2x4-1 row at t6O ec. Bottom chords connected az follow:2x8-2 rows staggered at 06-0 cc. Webs connected as cl0w:2X4-1 row at 1-0-0 op. 2)All loads are considered equally applied to all plies,except d noted as hunt(F)or back(B)two In the LOAD GASE(S)section.Ply to My connections have been provided to derlbute Only bade noted as IF)or(B),unless success Indicated. 3)Unbalanced roof See loads have been considered for this design. 4)Wird:ASCE 7-10;Vult=130mph(3-second gust)Vastl=101mph;TCOLa1.2psf;BGDLr3.0 at;Yr25R B�45ft; --30ft;sarea l;Cat. II;EV C;End.,GGpI-0.18;MW FRS bh edi0nap;cantilever left am right succeed;and vertical left and right eacoaeQ Ll4nber DOL-1,60 plate grip DOLd.6D s)Protide adequate drainage to prevent water ponding. 6)The truss has been wrogr ed for a 10.0 psi bottom Chod live load concozurrent men,any other Ilve locus. 7)-This truss hes been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle&6-0 tall by2-0-0 wide Nil fit between the botlOm chord antl any other members. 0)Bearing at foings)14 considers careful to grain value ter ANSUTPI t angle to grain immula. Building designer should verity sapadty of beefing surface. 9)Provde mechanical connection(by others)of INss to beatlng plate capable Of cath landim t 001b upllft at loings)except Qt=1b) 10=1435.2=360,146. 10)Use Simpeon Strang-Tie HGUS26-2(20-I Otl Girder,&10d Truss)Or equivalent spaced at 1788 cc max,eeerg at 7-1-8 hmn Ste telt end to 24-10 0 to coned truss(es)t0 front face Of b0ow chord. 11)Use Slmps0n Strang-Tie HTU26(20-1 Od Girder,11-1 Otlxl 12 Truss,Single Ply Girder)or equivalent spaced 612 0 0 oc max 8-tnnart suressal 1.front face of Moft..chord Q mod.-ace,4w ,,ac+ -ec REIO bid.OB]M6.W0 cess'.WIEX REFERINCE PIOEIi)4Anv.beet BEFOea. tkcrenWcror ond'.th Mtekur-lers.Mxtle4g�aYxsetl WYugm rumrelers ivrvn.mJ 6lry u,YWIW1u1 Wlrlllq<omrrvrenl.rut InffiaWlem-BSWa im.IM deNre tlef2ea mxrsl vellty Ipa4yMkRAlNot tleNa,re,v,nlnsavJ�creM MSTxole tlErnn�n Nlo tre wenn Look WOy O�19n. BatlgYWColedblu gevenl Glcgkq of M1xMMlW hvswM W/acr✓xtlmem� cMK A?'AlNxnitem[pnq'�n 9ellna'ent lxeGnp - kdwnK raMRedbsldYlNadto lxevenlcMlqu WMgsFie prxxMfiry ad ggrenydniWe. ru ger,erG glltWrce lagwotq ll'd aW Geb EM 9M. hbkalbx gola3e.GANaly.erecMad b¢Irg otllesesmOveJ,aevaI Arlarx1 VA22s Ceratlq 0YJ9 an4 aC51WMIn9CorryvxM SdMX IrYmlWlm aeJade M1om 11�Role YI[XMe.219 N.tae 51ree1.Slle]t2Na[aglb VA2231 Terr,FL S6fo Jobr True T.Type Oty PIy Reerawa Homea/13amintn/JK 10991848 J110030 901 ROOFSPECIALOIROER 1 2 JM Ratelence(op4o all Manraw BOMog Supplies. JaksmMlle.FL 8.Otas Apr202D16MITeklndushiealm. Tue Mar2813A5:502019 Pell ID90_OgGue7&MJNgmSZHhGzY6Ga-NY010SdErMbIn795teH8oD WmJ2SymOCIRIcGZWOOV NOTE& 12)Use Slmpson Strong-Tie WU26(20-100 Girder,1 1-1011/2 Truss,Single Ply Girder)or equivalent at 28-8-12 from the left and to connect tmss(es)to back lace M bottom chord. 13)Fill all reit notes where hanger Is In contact wltn lumber. 14)WARNING.The telloviiN hangers are manually applied but fall due to gewnettic considerations:HGUS26 2 on from face at 24-10 0Isom the left end 15)Hangers)or other conrledon Ill shall be ProWtlnd sufficient to support mr,c rdrate i Ide l 89510 down and 351 ID up at 24 1,and 196810 down and 739 lb up at 2&10,and 261 Ib dow and 14110 up at 28-&12 on bottom ctmrd. The desigimmedlen of such mrkledlon tleNce(s)Is the responsibility of Milers. LOAD CASE(S) Standard 1)Dead♦Roof Uye(balanced):Woman Increase--1.25,Plate Increase=1.25 Unliorm Weds(PIR) Vert:13-54,3{-54,6-9=-54,10-32-20,2-32-20 Concentrated Loads Ob) Vert:IT-695(F)11-1]88(13)20-895(F)21=-895(F)22-895(F)23-895(F)24-1239(F)25-201(B)26=-24](6)2]=50(F)20=60(F)29—se(F)30=E52(F) 31=-990(F)32=-943(F) �W4NXWe.VMly Oapnpven a—antl RFAa NOTES da 11i AXU MCLVOEe Nn ER PEFEaeNCE P4as MF)4Am'.mappoIS as..a use DettunWpIw um.."..,.11.aonw ..cls . .11 k id m YV.LUYtlrp<anrxnenl.mr mmast— P¢Iae tai Me lcof Mahn,rron—der nn ornsou YlM or c acn pmanelea as cr.M:wpware nk Japn nro Me ovndl MAnneeaat a¢kwkMcaktlNlo l*eventwclmaef k.raall�.,,3po<a/�d.�rc maml.Imauv.uuan"Aamorwoh"Per 'onah on Meek a,=(Mletl MMdaayalObgecenlmM�swlmluWeOafMpllelYa'tlpq'+'alYOarVJle.faga¢rtl pLdaKarWa�q Ts aep<PeiMe EUIaM. tlMolbn Mable.OeirerY.aecMO Uq hm19 0l Msei and Mm MIemS®eAM V MI O W h OYIA.pLd9 vq M3 alrMlN CMOOnvtl Lrtpy Wamgbr wtatlMe pInm Pak ak I .218 N.lw STeel.ROO 312.Akarh .VAZfJII T., P- 3%In Jab True TvaTYPY GN PN RNsvtla Homes/Bencbon lJK Y TtWQ]6] J17U030 802 Roof SPeciel 6 1 Job RMemrce loabonsll Meeting Bu'rldng Supplks, Jalbomnle,FL 0.0106Apr 2020 -ftNOxlwMgPes,bo. ToeNL BMfievii M201] PeO8U ID:g3_OgOue]NMJNp1o5xHbCxY6Ga-tkyNOoexglBPHk2RMONLR%5BO09x6_MgPAI6izWOBU -2-00 bob ]-&1 13511 1BRb 23-00 240 Nb —� 3]-02 5310 is &810 Sone=1462 .4= 4 1p 30012 a4 Top 12 5 1] 3 1.50 6 19 I 2 5 a (did 1 p B see 25= ]81 13bo 2330 Plat Oflsskf%Y)-- f242-50- 811]'0-13 EtloaL f3'D3-00381 LOADING(pep SPACING- 2-0-0Cbl. DEFL in Pop) VdLid PLATES GRIP TCL 20.0 Plate Get,DOL 1.25 TC 0.46 Veri(LL) -0.17 39 >999 240 NEW 244/190 TCDL 7.0 lunber DOL 1.25 BC 0.89 Ve9(R) -0.4B 312 X853 180 BELL 0.0 ' Rep Stress IIIc] YES WB 0.66 Horz(TL) 0.09 ] We nue BCDL 10.0 Code FBE2014TP12007 Matrix-MSH Weight 117lb FT=20% LUMBER- BRACING- TOPCHORD 914 SP No.2 TOPCHORD Structural wocd sheathing directly applle0 or 3-2-11 on pMire. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid calling directly stapled or 2-2-0 co bracing. WEBS prod SP No.2 REACTIONS. (IetaLne) ]=9681Mechanlcel,2=108010.58 Mex Horz 2=-1391LC t0) Max Uplift 7=-36gLC 9),2=-456(LC 12) FORCES (Ib)-Mex.ConnpMlax.Ten.-All forces 250 f1b)or less except wean shown. TOP CHORD 2-3=1493523,34=-132115]2,4-5=119)/525,56=23051889,5]=2)20/1092 BOT CHORD 2-9=-06111235,340811900,)8=10112904 WEBS 38=-25Yi)1,0-9=29Y6]6,5-8=90]/444,SB-1101522,88=4531318 NOTES- 1)Uroalanced mol INe loads here been considered forthk design. 2)WIM:ASCE)-10;Vult=130mph(3-second gust)Va50=10lmpN;TCDL=4.2p t.BCD<-3.0mN.82511;B= ;L-MR:eav ft;Cat. II;Exp C;End.,GC0=0.18:MFRS(dtrecliofldl)aM C-C Extenor(2) 2-0-1d to 0-11-2,Intenor(t)0-1 t-2 to)-41,Exmdm(2)791 1010-9-1 rare;cantilever hall Tight exposed;and vel9Gal left and right a posed;C-O formembers and forces 8 steel for reactions shown;Lumber DOL-1,60 plata gnp DOL=1.60 3)This truss has been designed for a 10.0 psi boom chord Ilya bad n onconcunent win are other Ire,loath. 4)'This Muss has Ogen designed for a firm bad of 20.Opei on The boom chord In all areas where a rectangle 330 hill by 2-0O We .11 fit hervreen the Ootlom chord and any other members. 5)Refer to glyder(s)for inane to was connedloln. 6)PmMda mechanlcat connec0on(by ahem)of truss to been,,plate capable of withstanding 110 m 1p101 at cinf(s)except 01J1t) 2=458. Q WINMN.Y�'%ha�nPWmwnnewrdaaaa Xa28 CN1M5.WOMCtYOEOtlifRBEFFN4NCE I4eEYi)e)]m'.IO0.Y1016 XFOPE eae �Plvditlbve pYY kYlek&cureckm'.RbdaSR�kbxd uYYaF 1F 1une1m9wwrt mdklamFtlMdxx dMMperTgw�l4 rot k1O3YYMna as(ao uo.11w dYldiN ke"4aet real valN mo4likdMlNoltleYarlvanalersurcl popMYYwwgxoM REdeYan Nlo tte ovmdl � dWyUNg1.Ba91BYtlktaedklo PRveni bucMMV o1RMM]W lnmwebaNlttcMtlmeM'>ei WY.MdiY.aM lanWWaWM nrnaehocF2 '. Well' kdwga�aZIe0M3M1M�togevenlcal¢NMn Wss[la�rsaxY YYJv ml'aol�m�enA. rw56r�tsa pl6 ce�evaOq Yee I2Y:uN.3fldape.tlelfuay aecbi mtl bwigotlrlmiaq M1ta MlemisoA1LYl/WII OrwYN Glawb.aekd9 od eC91 a1lyCpgwwrl a6a<FerkaEM BNtl. YW31YMbmwYen auWLa Yom llrm FMle YeIIMe.RIBN.lee 5kea1.9YR]IR.NetaMIa VTII.i14. '. ierrya.GL x3510 JOD TwS Trues Type, (my Ply Riveldde Hwnes/BBddWn/JK TID747M JI]00.30 B03 Roof SpecW 1 1 Job Reference a Manning Building Supplies, JekaonvillE,FL 8.010SAV202016MITeklmaft" k. Tue Mer 2813:0.5:52201] Pagel IOg3_OgG 7MWNgf�� Ma MUNa01RJF?3Jcb3GKO ?d 33vrag8YWOBT 700d-13 ]-84 136-11 1984 2600 2a00 2-00 bt-5 3Y12 5810 S810 68-00 2-00 eves:vr=r dH 3.09 LU d 21 3st c ].W FIT m 6 9 6 Y ] aIs lA e re 8 a8- are = ffi ffi_ 7981 12$9 16 300 1600 9-FB 2604 258 130 1-1-a 41Oa Pleb OftaeN(XYI I2O 250. AI IB'02803-01110b2-80391 LOADING(pelf SPACING- 2-0O CSI. DEFL. in (los) And W PLATES DRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.50 Verl(LLI -0.08 &18 x999 260 Mi20 211/190 TCDL ].0 Lumber DOL 1.25 BC 0.59 yell -0.21 9-18 x511 180 BCLL 0.0 ' Rep Sb ass N YES WB 0.25 Hor2(TL) 0.01 9 We we BCDL 10.0 Code FBC2014 PFLo0] Media-MSH Within 120In FT=20% LUMBER- BRACING- TOPCHORD 914 SP N0.2 TOPCHORD Slmdurel Wmm sheNhing drecdy sell or 660 oc Whim. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid ought,du lly applled or 660 w bracing. WEBS 214 SP Ni REACTIONS. All bearings 0-58 except gt=lengnl)10-1-]-0,11930, (b) Max Hort 2=-150(LC 10) Mea Upift All uplb 1001b or less atldln(s)except 2-306(1_0 12).10--tt6(LC 91.]=-243(LC 9) Max Gres All machons25016ormasatfolllt(S)ll axr%X2=64](LC1).1R_]56(LC 1),]-11](LC22),9=128(LC 3) FORCES. (b)-Mrs.Comp.ITlelc Ten.-All forces 250(ft)orlessexceptxTen shown. TOP CHORD 2-3-705/328,3i-51412],4-5=4.54253,5E-147393 BUT CHORD 2-12=Rural WEBS 311_-284/185,510=824/428,512=-50283,610=-486322 NOTES 1)Urtradar droot live loans have been wnsidered for Me dedgn. 2)Wind:ASCE 7-10;Vu t,:130mpn(3-seoon l gm[)Vend=101bbi TCDL=4.2psp BCDI=3.0psg V-258;B=45n;L=2611;ei Cat. 11;Exp C;End.,GCp1916;MFRS(diredheral and!C-C Exbdor(21-2-0-14 to 0-11-2,1118 dor(1)0.11-210]-91,ExbOcr(2)7-41 to 1041 mco;wndi to sh,right surmised:elle semi lett and right e11pc55edi for members had bmea 8 MW FRS for ham iom stmen;Lumber DOL-1.80 plate grip D0L=180 3)This truss rias been designed for a 10.0 Pd bottom shod live load mnoonwrrem a th any other live loads. 4)•This truss has been designed for a live load 0f 20.0psf on be bonom cFmrd in all ares xbae a rab angle 340 tall by 2-0-0 sews x111 fit between the bosom cMrd and any ober members. 5)Provide ma,run iwl concoction(by pbers)of hues to bearing plate voodoo of entertaining 3081b uplift at joint 2,446 to uplift at joint 10 and 243 b uplift at joint]. QWdnNWa-Yxlry Oxlpnpsamrtxe mtlftBm NOrE5PY.,uva.1UVEVMRExaEfEe iPIeEWl1TJ m.IDO usbut f0.4EV5E LVJg1 WMlwux diY Wlh MllekScomiedan.INvd:gTneLvslonlyW Wlameleofnown.mtlhlwmFdNWd dAWVcanW�nt.ml Mm>Ynem eelue Im.IMhY`lq tlatlAW,u.OnINRa t41Fik '�AIIV olmLL3n W,xnetersald pol><+IV ncWolVle RE tls#x1Tb llw oVadl I.nYap UYkT. BmFq MCdetlkto govern WCNxgoINBvAA S Inmwebm]/a UMtl membsnaYY.PlN1MM bmpxW wJeemwrenl dal"9 Y Murnf•1oPAad brfAnNaM bpeVM�tal'4xewlmF�opWv✓]NFxYutlpcpalY6TWe. rm0.latl PkMlce loB»gna 1WkVlbn slolgTa.daeerv.Waownaadl«ro an.nnendlmw WnWn ca41M/MI alrlyclaWW,pMa?am aLR ea2unvcWnroaWx Marta Faltwe. sdah kxomaesan Wdkde ran inn%Me TMIOe.RIa N.Leeelree1.911o312.NmnWIS VhZYlI1. barest.F.98910 Job T. Tmes Type On, Ply Rivewde Homes I Bei/JK nb]dnea JI7;A30 B04 Rool spe=w ',t t 20 016MiRadedro(cclimen Memirp Balding Supplies, Jekwnville.FL S OIO S Apr 202016 MixWWd UNiea,Irc. Tue Mar 28 WHRoPu:4W33a g Page 1 ID:g3_OgGue]BiMJNg.oSZHbCZY6GaJRWIMe1DNz101RIF"13Jc1e3HfloPubflV33ns981W08T 41-s 7-P1 135-11 1916 2&09 L15 3]-02 58 10 5390 6890 Shale=1:12.] 66 3 ].00 12 19 3.00 12 S4 1.60 13 2 t.iw4 i 1] 5 ID qqt 3 Q '6 103 3e1= 3x8= 9 W=7 Y&1 1268 F 1600 114 8 ffi09 ]A1 48] 3S0 1-I B 8-163 Pled.O"Wis I%Y)- 18'0-306341 LORDING(Pat) 5P ACINl4 280 081. DEFL n Q. Wall IM PLATES GRIP TCU 20.0 Piete.dp DOL 1.25 TC 0.13 Ved(LL) -O08 )-18 >999 240 Mn20 2"IN TCDIL )0 Limber DOL 1.25 BC 0.83 Ved(TL) 0.20 )-16 >536 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.18 '1 002 a We 'Ve BCDL 10.0 Code FBC201✓T1`12007 Mehlx-MSH Weight:113 lb FT=2014 LUMBER- BRACING- TOPCHORD 2x4 SP Nap TOPCHORD Stlui wood shealhtng dlrec3y applied or 11-0U oc Purim. BOT CHORD 2x4 SP Na.2 DOT CHORD Rigid ceiling dia ly applied or 9-73 braddg. WEBS 2x4 SP No.2 REACTIONS. Allbeardf; 658. (b)- Max Hua 1=131(LC 10) MmrUdift MIWIIB1001borlessalldM(s)9excap11=225(LC12),6=-l]0(LC9),7=-247(LC9) Mex.rev All reectiore250lb or less alldM(s)9excep11S88(LC 1),ed]e(LC 22),)=)29(LC 1) FORCES. (Ib)-Max.CooPMlax.Ten.-AIL lmcea250(Rd orless except when shown. TOPCHORD t-2=BO)/dt12-3=613942,3b5961318,56=541313.56 ROT CHORD 1-1Lb287/661,410=-203/436,89=2031438,]b=300'SOD,6)=300/500 WEBS 2-101:1 GO.48=60]295.53-494/330 NOTES- 1)UMali nced door Ilve loads have been consitlered for tills design. 2)Wide:ASCE 7-10;Vdb1301(3second gust)VWi 01 mph;TCD".2p t;BCD".Opai 8256;B458;L=2611;eave=19;Cal. Il;Bq C;End.,GCp1=0.18;MFRS(dredional)arM C C Eirta (2)0-"to 3-06,bterai 360 to)-Sl,Erdroor(2)]-81 to 169-1 zone;cantilever left and dgM inpWad;end vertical lett and right etglosed;CL for membea am forces 8 MFRS for reacllms sl iC LVnbar DOL=1.60 date gnp DOL-1,60 3)TNs blas has bean designed ton a 10.0 pal botloor chord hire load rOnconcunent With ally other INe loads. 4)-Title Muss has been designed for a live load of 20.0psf on the balloon dlord In all areas where a redangle 380 tall by 280 wide Will Or beNreen the boaan chord and em other members. 5)Pmvfde mechanical oannedlon(by others)of twW to bearing date capable of withstand in,100 lb upiin at 1dM(s)9 except OtAd 1=225,6=170,7147. Q W.-radar ami oW—wrxew4eEPa HaIEe PY TO AND MGLWIVY/EN PE£ENNCE PAW WOP m.mOYAd6 aEFaaEeBE. SMT WYJ Ia uporYYMrin VIILLfficmrecbrs.Rh Cetlgr 6 Pv+tlaaYupcnp��nelm Lwurt m]Is dorm MFtlKI W Whoa cimgxxalt ml 11 odao.Mlae l�.x¢MIkL9daa6^m�W vetlH me ZWk2ilyol M+tlon gganerersadqoPedYllx'.aaPaolo lMtletlan FlorMove�dl bJCLyj rMYpu 31WVYv2aleaa to 1-11 ...1MW3MInrsweD onnfo atlmm,Gelt WY.HIWIMrM le 11 WlVormurvrlMxlrq MRek' 3Rwrn(•re4ReddeMillY(M W pevenl Wlgw w1Br W�ae Mrc'Mxf rPeYaN goJenY bantHo. nog nsn+d Hakaea rdladrq fre plvMwlbn llpWe.�Wdy.aecXmm3 gochaor pu¢tSmtllnmMlemc'eaNal/IRIQdIY CrIwIa.O5BJ9 wJxCNGWgConpwvB wVeFE ]mMYlNpmaXOe mWtie pan 9�m PablWMe.PIBN.Lee51ree1.W1e31 R,Nemtlq VTY1314. - teirye,FLL3a31010 Job I Trads Them Type Ory PlyRiverside Homes/Benchom/JK T10]4T)10 J170030 iNo MONOPITCHGIRDEP 1 _ Jebrouonap Ma00ng BU1GIIg 6pIN63, JaSp11e,FL BOApr 202016MiToslndu5VIe5 .IdaMar 28 20 ] Page t ID:g3OgGue]eiMJNgfoSZHCZYfiGaN40NI68HztlbuRYnqroxWAGnTOVLjPC]WOS 4]0 470 3.00 12 Sub-121.4 2 3x4, 1 I 5 6 ] X111'28 116T.2. 4 e II 3 fi.s= 1?IY18 4]-0 4a o LOADING(paO Slei 2.0.0 C&. REEL In (led) Well W PLATES GRIP TOLL 20.0 PI.. GIip DOL 1.25 TO 0.18 Vell(LL) -0.02 3-0 .8199 240 MT20 240/190 TOOL ]o Lonber DOL 1.25 BC 0.80 Wholl-) -0.05 3,4 >968 180 BELL 0.0 ' flap Strass khor NO AM 0.01 Holz(TL) -0.00 3 We we BCDL 10.0 Edge FBC2014/TPt!007 MMdx-MBH Weight:Wb FT=20% LUMBER. BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Straaml vwotl sheathing dreclly applied or 4-0-0pc Mode, BOT CHORD 2x85P No.1D except and yenicab. WEBS 2x4 SP No.2 BOTCHORD Rigid codift directly applied or 1660 co brar REACTION& gb/sUe) d=1B45NSA,314T2N5-B Mex Horz 4=152(10 5) Max Uplift 4=440(LC 4),3=584(-C 5) Max Gme 02150(102).3=28]1(LC 2) FORCES, (Ib)-Max.ComprMax Ten.-AII foram 250(Ib)or Ieas except ado n Shown. NOTES 1)2-ply buss to be wnotoled together with I Od(0.131-x3')palls as Idbwa: Tap dwrds connected as follows:pica-1 row,at 1-0-0 a. Bolton chords connected as follows'.2xB-2 rows staggered at Dr 0 on. Webs Connected as follows:2x4-1 0w.11-0h on 2)At loops ere countermen equally applled to all Wes,except it noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to My connections have been Prompted to distribute only bade noted as(F)car(B),unbae Iflotha eIndicated. 3)WMd1 ABLE 7-10;Vull=130mph(35e Wd gwd)Vasrb101mi TCOlr4.2psC BCOL=3J0daf;h=25t;1 1-2411;aave=4t;Cat. II;Exp C;End.,GCp1:0.18;MW FRS(dlred oseri cantllever lett all right expoeed;a'M ventral left and rightexpo3ed;Lumber DOLr160 date gold D01=1.6) 4)This buss has been designed for a 10.0 Me bottom Chore we load Iwnppncurreht on any other live batls. 5)'This those has been designed for a live lead of 20.0pa1 on the bottom chord in all areas where a ractarl0le 36O par by 2-00 sloe Wil fit between the botam chord and any other members. 6)Provide mechanical connected(by offerers)of true to heeling Ade capable of MtMs MIN 1 O ID opliX at jdnt(s)except U=Ib) 4=440,3=564. ])Use Simpson StronDTb HTUM(20-104 Direct,11 10di 12 Trues,Single Ply Giller)or egWVNent spaced at 2,0 0 co max. adding a10114 from the let all to 4-1-8 to caned indicates)to Iron)bon d botan chord. 8)Fill all hall below where hanger is in contact Mfh lumber. LOAD CASES) Standard 1)Dead a Roel live(belenswuh:Wmber Incrined .25,Plate thalaeee=125 Uniform Loads(pll) Van:1 2=-54,3 4=-20 Concentrated Loads gb) Vert 131 8=1299(F)7-1 306E) ['�.WARtl1a- solorh WMlquw a4ywtn MlleMAeon-op- baso s"cou ed sly Mon ryanefceMown.av]hhamMlNWdtwYdrgmnr^contiw,Belae ore illdltlrp detawrmralve4wlMr;;3'vtllry ul detlPh{wramelersaM gMhnmYM:u1><+ole lMdep6nlnb Bw overerealway,.ems wmaaeawMovEahlwraLxrof xldMand lllffiwmme/or uhga deameanorvy. l Maaln MIT@k TlrlmrpllM avM£Ie M1nn lw M1a F911u1&21B N tae olsodu 9x1e unt NerudM.VR'Mal4. TvrryeIt 3Yh0 Job Tru® TmM TYPe Oly Ply Riverside Hands l Banded l JK T10)4)P1 J1)O03D Cot pool special 1 t Jab RarsdarreMITA lootlorie1 Mennng Bulldog Supplies. Jeksomllle,FL 9.Ogl A 2020 ,VBux lrhNf iDb Inc,CU HMar h.l? 3P,118 09 Pap I WOO 16.p3_OgGua]RMJNg1o6xHOCZVBGejVBUGAM1NiuDbul¢ggCWVHl,olldmPeyI18WHTxWO� 3a.a � 2W )-0e e0O Ilm 130-0 15m 1]-0-0 1400 x1 D0 23D0 254D 2]D-0 9a0yy9141] RDO 'I-0U 2-0-0 Rm 2-0D 200 400 YDO 2-0-0 l 20-0 2m 200 x00 2m 200 2-0-0 1-0-0-0 I'fl-0 66= 6caw-1 MA 6 i It 9 5 10 12 39 O ).W FU2 B 13 g 14 ] 0 16 3a\\ 6 31 e.12` 16 y1 i 2B 6 3 C IX3 11 1 3] 2] 13 2 3 34 23 B 20 35 25 21 0 x 60012 24 I� I y4 G 3yG 0 3,4 C 38 3] .ppqq N hO�O R00 Ym YO0 2m xm xm tlw '1 w xm I xm xm 2•w Wyp wH2 _Plate OrrsedP(Y)-- !2:0.54 D23113-0-5006121119:0.5-00-0-121120:0-5302-81130:OBU 03-151 LOADING(psD SPACING- 200 C81. DEFL In pop Well -'a PLATES GRIP TCLL 20.0 Plane Gnp DOL 1.25 TO 0.41 Ven(LL) -0.00 31 >M 240 MT20 244890 TOOL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.00 31 X999 163 BCl 0.0 ' Rep Stress Icer YES W B 0.01 Horx(TL) 0.01 22 We We BOOL 10.0 Code FBC2014RPY1007 Wxi Weight-181 b FT=20 e LUMBER- BRACING TOPCHORD 2x4 SP NO.P'ExaepP TOP CHORD Stnxnulal wood sheathing tiredly conical or 6 O an purins. 2-11,11-20:2x4 SP No.1D ecepl end v6nlca15. BOTGHORD 2x4 SP No.1O BOT CHORD Rigid cal dinedly applied or 6O0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All beandrW 30-0-0. (b)- Mex Harz 38=356(LC 10) Max UpIM All oplitt loo/bodega atiodnRs)35,34,33,32,28,27,26,25,24,37,23,Weeded;W8 241(LC 10),22=14fi(LG 12),36=-114(LG 9) MexGray All macllolls 2501b or less al Idnds)22,22,36,35,34,3$32,31,29,28,2],26,25,24,3), 23,30 except 38=325(LC 1B) FORCES. pb)-Max.Cor lMax Ten.-All lames 250 Old or 1.except when shown. TOPCHORD 9-1tk-2fi12]9,12-13=28A2]9 BOTGHORD 3738=386136),363)=288254 NOTES t)UnbNanced rod live loads have bean consldmed for Vs all 2)Wi W:ASCE Y1q Vulb130mph(3-secant gust)Vasd=101mph;TCDLd.2ps1;BCDL=3.Opsl;h-25ft;871511;L�DX;eave4dfl;Gat 11;Exp C;End.,GCpib.1 B;MFRS(dimcgond)and C-C Eid dor(2)-20.14101-0-0,Interer(1)1-"to ISO,E didodr 2)15-0-0 to 18-00 tore;cantilever left and right exposed;and vertical left and night exposed;C-C for members and forces&all reactions shown:Lumbar DOL=180 plate gnp DOL=1 BO 3)WI places are I.Sx4 W20 unless oParwise iMlcated. 4)TINS truss has been Oeslgrled for a 10.0 psi botrom chord lice bad rlonwrcurre d On any other live bads. 5)'Thla truce Fac been designed for a Ilve lead of 20.Op91 on the bonom creed In all are09 where a rectangle 3-6-0 fell by2-0-0wide Oil Int between gre barren ahoM and any other members. 6)Provide meManlcal Wmecdon(by others)of truss to beam,Plate capable of widsta ding 1001b upli0 at ldm(a)35,34,33,32,28, 27,26,25,24,37,23,30 except gt=1b)30341,22=1a6,38=114. AN4NMe-Yway4vlpn prmm.ImvW eFIa HOIES gITM6 rVIa MLLUOEO MIIEx aEFEMMLE P,taElilNnu..,a.. �r WbbuegYy Hln Mlektlmn�wlo,.c DJ.MNgt k4is]cW Y aeon p�mreiers tluwnr.aW6lam MINArJ W Wkpcole,lxmoal.mt GIrWgaba Abe ae.11¢dWlrg tleWrier cruor vpllY lne[gWCWllyolrlaxkTWrmrobnaq PR OVL'2w.ale T6`ky]n Teo Me ovdtll M lW ckibrr. $MgpvltNalklo Peveni WCMM9 oItW.Idd awweDaxl/wclvtlmer�aw Y-hMIMiM IemWoryaWl�rmamlboc3q IY1 ek' ttlwarareaae]Mx121MabrogevenlcW4H Win WdYle(awxl LlryaW wcPaly Wn�.repwutl pYA�cere pd•p lire pw B.aw FMaM. awayE&arerY,maI,—ad MacTJofn8. adawrMer InexXN/IRI OafM 11..Mlo.OAA9 vx19CAMtlgCaN4rNr4 away lNnnre� au�eYan lrmlMr0 MBR11a.R1aN.lee 9rml.Sa@318, 11. Tanpe,FL 51910 Job ). T. Tress TypeOy Py Nveelrde Homes/BedcYwn lJK 0]4 J1]0030 CO2 ROOF SPECIAL 4 1 J00 Rel ( E II Manalg Building Sippllec, Jamomille,FL 8.010c M16 klnauel621 vOWUEOsPM:45:511201] Page1 ID:�OgGia]BIMJNg1oSLTGri6Ge-BIGTYII?GCLSW2d0EVOY2UE0cPWbm15 hulpuzWOW -240 56-02 10-11-12 1580 1944 2464 IM60 3111-0 2-09 56-02 SSd 404 404 550 S61T I-01.7 ' aria- 3u1.=1.182 s 36 a 19 art. 6 zoo tz aY5 i 13 gyy 3 Sag= ] u 12 3a c a4 i a4. s i] 20 2 3 6 1, 9 0 12 ,b 94i 6.OD,2 TA. 10 16 ,.5x4 II ,5x4 II 6612 10-11-1z is00 1404 z+34 3T0p SBi2 Sfiq 4-04 444 S56 SB12 LOADING(pa) SPACING- 14 0 CBI. DEFL In a.) Vdeg Ud PLATES GRIP TOLL 20.0 Flats Grip DOL 1.25 TC 0.21 Vert(LL) -0.16 13 AN 240 MT20 244190 TGDL 7.0 Luster DOL 1.25 BC 0.29 Ved(T-) -0.3] 13 A52 160 BCU- 0.0 ' Rep Stares Inn YES WB 0.41 HoaCFL) 0.44 10 We We BCDL 10.0 Coda FBC2014(P20(E] Mailbl-MSH WegM:175 lb FT=20% LUMBER. BRACING- TOPOHORD 2x4 SP NoAD TOP CHORD Slmdural moo0 sbeatNlg directly applied or 4-S2¢purlins, BOT CHORD 2x4 SP No.10 6¢ept end velticals. WEBS 2x4 SP No.2 BOT CHORD Rigid cellllg dlreclly applied or 9-9A oc bracing. REACTIONS. palsies) 18�13N53,10=1111N-53 Max Hoe 16=249(LC 11) Max Uplift 16=343(L012),10=34HI-C 12) FORCED. (Ib)-Max.Comp./Mrex Ten MI farces 250(Ib)or less except afien sfwan. TOP CHORD 2-3=-1]1Y5]3.34=-2181#156,4-5=2050/544.5£-20491551, 6]=-21]&$53,]6-16071 ,&10-]&f3B3 BOT CHORD 1516=-zfi0/290,14-15-4]41169],1314-488r'2GH6,12-1. 4ul 2DM,11-12-432116]2 WEBS S1a= 16"927,6 13-2584H6,]-12 0/471,711=-43N166,6-11-3 1406, 4-13=-252212,&149411.3-15=3151164,2-15=-311511350 NOTES 1)Unbalanced roof live roads have been c«wideratl forthis design. 2)Wind:ASCE 7-10;Vutl=130mph(3second sNsp Vesd=101mph;TCDt-42p f;BCDL=3.0p t.Ir2511;B45f1:1-30R, Cat. ll;Em C;End.,GCpl=010:MFRS(dredlonel)and C-C EMedor(2)-2-0-14100-11-2,Intedor(1)0-11-2 to 1560,Ededor(2) 15Q0 to 18-00 zone;cantlleverteft and right egased;ecl vertical lest and rigid egased;C-G for members and!laces 8 MW FRS for motions show Lumber DOL 1.60 plate grip DOL-1.60 3)The truss has been designed IDB a 10.0 psi bottom Ahorci We load pdnCglCurrerlt MIh any other live loads. 4)'This truss hes been designed for a live load of 20.05f on the bosom Mord in all areas wirers a rectangle 3-6-0 tall by 2-0-0 wide Mil M belvreen the bottwn cMrd and airy o9rer mambas. 5)Rearing at Iont(s)16,10 considers psuallel to gran value using ANSI(TPI 1 angle to green formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical oonnedlon(by ourself of imee to bearing plate capaGe of aNMtaMing 100 lb uplift at)olnt(s)except 0"th) i6-�43,10--341. Q.-ear,4wlrnp's+wb=W aFIO xJ2JM116INO NCLwEO wExaEFFeIxcE FmEY6)4TJ m.rMV2arsaFNaE us E. �!' 0dvr vaM 1«r�arvy Mn MTMm eaowaoa.ria danari a eared«Yv wan w«a=lea va+,m.«a a 1«m Y.>twxa rwdne a..,n=.p�1.,a� nuvlem.8e1«e Uix.Mea Wtgm malvMNlrecgLtdMW old{3n pirmetersatlpc{a1r Yr.«p«ale xArerpn nlolhaovwal a4anp aY+aaaw aQYiaeaYrn.4e preanal sacYwmmaMd«Ynwvree«w«a'ndmea,h«.«w.xdnx«w remc««rwd remar.wlname MiTek kdwg5 repleC Xw sYYYXya'd to RevaticWq¢e MMpcsMe�mxl nYeyuM RapedYmrrWe. f«tgn«d guYbie' repdpPre sole, aAwa}.EdNay.«ecbnaq da#gol laewr«gIN6MMnt%GIIA/RII YeIIy CYwp.e5ed9 wq BCL WrYFgCmmwa L11111 sole,.rntlktle Ycm aim Rule BMMde.218 N Lae Shaer.SIk d12 Ne[atl,la VT'Y1914. amp+aGL 336ro Job Truro Truro Type Oly Ny Rivemide Homes I Benchon l JK r T10]4]TI3 O0 J030 ON HIPGIRDER i 4 Job 16sirc ra spall Maminp BulldilM Supplies, JexermilM,FL 0.0fcSbHb202016ent uBMnwA1WaPU 07 2017 t ID.g3_OgGusJeiMlNglo3xHOCtVeGe840uBIFypUJMmPLKOONJAGOPW3gOR?NAuozWOBN 200 3513 5104 1150 1540 134-0 2663 3]-00 31-017 200 3613 21] 5312 1>-0 37 0 7-112 &613 1-11-] bub=153.0 58 M1e3Hb i 54 ali 1 254 II 21 226 23G ] ]W12 A IT 7 war 11 10 17 25 16 15 _ �\ _ B hold .1Uo Iran. 3m o' HGus]e-2 HGU5262 3d,1 2 Is 14 10 ,1. 4z4 a d 4 B 13 6E i 6.00 12 Sae 12 an sea II se II 3513 5101 ¢11- 11d0 1580 1371 21 2663 1111 3513 2S] 1-1-0 Ods 3]-0 310 466 &613 3513 Plate Ogsela(XVI-- 12:0330.181 19:08$0.1-141130.3120-2111]:0.312 b2-0I IB:01Hl r-0-td111O.0.330-181115:0-]808-2111):030o-5-21 LOADING(PSO SPACING 110 CSI. DEFL. b gal we LAI PLATES GRIP TCU 20.0 Plate Grip DOL 1.25 TO 0.99 Vat(U_I 0.40 16 >774 240 W20 2441W TCDL 7.0 Lvnber DOL 1.25 BG 0,91, Vert(TIL) 1.W 16 s396 100 1,1181 2"190 BCU_ 0.0 ' Rep Stress bor NO WE 0.66 Hol 0.98 12 We Na BCDL 10.0 Code FBC2014JTPN007 Wtdx MSH Wage:931 Ib FT=20% LUMBER- BRACB40- TOP CHORD 2x4 SP NSA D'Except' TOP CHORD Structure!wlodshaaNi,drectly epplleal or 1-8-10 oc Mucha, S7:2x6 SP No.2 except eM yed cal. BOT CHORD 2x8 SP III D'Etawlit' BOT CHORD Rigid ceilllg directly applied orl ob brecing. 0.B:2x8 SP NOA D WEBS 2x4 SP No.2'Excei 517,7-15:2x8 SP III REACTIONS. (nlsed) 20=676bi 12-673,110 Mex Hour 20=206(1_C 7) Mex Uplift 20_2557(1_0 8),12=2529(LC 8) Max Gray 20=6881(LC 2B),12�Tr4(LC 31) FORCES. (Ib)-A.Con,AA.Ten.-All bmea 250 Ob)orleaswasafteferwrossn. TOP CHORD 2-3_1203-4285,3d=-2104)0463,4-5=31217/10983,58=-2829&838. 2-20 30O515.7-0=306(cr 0888,8-9_21]]35IJ3B0,8-10_1180)/4239, 2-220- 234,2515,10-92-SD 51248) BOT CHORD 1520=-23 !iik),1 5-1 -51116)),17-1 15-2&2)742,,14=-2 70stlr 4, 161J=8848/25B30,15-120--9&25698,8-15=29998061,14-05=-]OQ203)5 1314_3831/11368 WEBS S17N956'13288.7-1 -0618113010,9-18_5733I2028.2-19-_-357900234, 19=-575-W34,3-18=-3U18115,e-14_5889 6W 1613_353Yt0082, 9 913=-566412012,9-14=2T12/1818,5-16-_-83Y31 p5,618=1893288,J-t20-9NJ3355 ' NOTES 1)Spetlel connection requred to dsidbute boNto clod loads equa8y between all piles. 2)4-ply thews to 20 connected together Won 10d(0.131'x3')nails as lot.: Top chrome connected as follows:2x4 1 row at 0-7-0m,26-2 roxs staggered all-0-0 or Bottom dlords connected as follows:2x5-2 rows Staggered at 1-0-0 oc,2x8-4 nave staggered at 0-4-0 no WSW connected as follows:2x6-2 rows staggered at 1-00 M.2x4-1 raw at 180 ob. Attest TO M 1/2'diam.bolts(ASTM A-3-)1n IN center of the member wM'a9hers at 4-0-1)oc. Abash BC w/120'diem.bolts(ASTM A-307)In the center of%a member w/washers at 411 ob. 3)All load.era corwWwod equally applied to a1I piles,except If rated as Imnt(G)or back(B)face In the LOAD CASES)ssc0on.Ply to My connections have been provided t0 charities only loads noted as(F)or(B),unless MhaWAee 11Mceled. 4(Unbalanced post live loads lave been considered for the design. 5)Wind:ASCE 740;Volt=130.0(&recons gush Vasd=101mph;TGDL=4.21u1;BGDL�,(osf;h=25f;B=45f;L=3oft;esve ftt Cat. II;Exp Q End.GCpi=0.18;st FRS(directional);contllever left and right exposed;and vertical left and right exposed;Lumber DOL=1.80 plate NP DO1-1.60 6)Provide adequate drainage to prevent Sister ponding. 71 All plMes are W20 platen unless ottleMse indicated. 8)This truss has been designed for a 10.0 psi Mtbm third live bad rmncorcurrent win any other live lowds. AWIInNaV�xy 9a�yn pver,alwwtl NlAa X01E6 PY FWS sedWLLUBEr MIER/16FNNfF PAee Mx4A m.IaeYN169EFOPE USE �4TwIW ra ueawY'�lm balekWcdVKKkR.Rk�mkOzetlaYYlp�V:<m�elenCmnL aMLLla m FAukIM WtlYgednpa¢n4 rot mIDSYfkm.$Ide ae,a¢lwlilgdmgra mW vellNxa pRIW.WIY Itl�P�lvalnlaa and PMeriY hcaV aale4A'ovon" lM In Wdptletlrn aIXYpx YObUklo RavmlhcM�q alMLtlRuweb m]Ia ticva m9lilXrsxdv. PrldMdiempvaymdpmnawnldaaF3 kW.v/i�atlAedbeltlilllYmdbPe�enicd[MMm1 le Mltd�dx4�Yatlpc{alY Wn�e.(w re�¢�tlUWW'FaluWtlrellM BBM P.EW BNE, lease bofbVla.WNW.decllmatlhacfq,D16 K ISS O11w-dims meAXWIM y4 CdIwY.rMd9 vq BCA MJiW CuaiuWai WNy WlpOgxm vu1Y1e ran ln®Hde YMAlle,RIe N.W Skea1.911e 6n2 NnuMY.VA22114. tang.FL a$to :Job Thu. T.Type 101, Ply Riverltide Homes/Sanction/JK n07um J1700O0 CO3 HIPGIRDER 1 4 ' 206 Menri6 Holding Supper, Jeks0nvlle.FL 00105A2D2rolUMTsNloo4onella MO. Tue Mar N : 0 Page ID:A_OgGue7BiMJNgIo6LiCCZY6Ga-0411ue1FypbAMmPLNOONJAGOPWjOR?NAWOON NOTE& 9)'This truss nes been designed for a live lord of 20.Opsf on the bottom Moulin all areas xfiere a redee6le 3-6-0 fall by 2-OS turtle vAll ht.elwean the bottom MON and any Seeigmembers. Seeing e m IOInt(s)20,12 eadon considers others)to mils value using Ate capI 1 angle to grain formula. Building flins)designer epcoltl 14)20 capadryd bearing sunam. 11)Loadtle m(M1,2,3 connection .9.10,11 1 Imes to hearing plate 8,19,12 0l Wltnsla2Nng 10012 6127. 49(3)except 61=I4)ams bSfinf.een 12=2529. 12)Load case(s)1, s to 4 5, t 7,e,9,10,11,12,13, he 1 temp 1],18,19,20.2,22,23,24,25,26,27.28.29.30,31,32 M1aafiave bean motli0nd.Bu110111g tleslgrla must review Strong verifyHGUt 280 ere-1 Od ct Gird Aa -1 OdTr use o1 quihis buss. 13)Use Simpson Strong 0 bottom 2(38-1Otl Girder,12-1M Tmasl or equivalent spaced at 611-0 or,max s1aNr6 at it-60 from the le8 end l01656 t0 conned hueall half Domnt faced bottom MON. 14)HFille all nest Mea v..ere hanger Is In contact MtM1 lumber. 15)Hv7-O, 80. dov, shall 0,0epmMdernand lint to support nd32 I1bdo% wd12 downeM 1201,upm 3Ibo4121.d05Iani12010upM top WoM83 heder11 an0111lbup at 1280,30010 dovmand 1 the res 5t 1760,9nd 32316 tl0an ani 951.up 51146-0,entl 3231,down entl 95lb upM 1580m top MON. The tledgNseledbn of slrM1 conneGim tleMce(s)H the r�ponsbllity of 11M1em. LOAD CASE(6) StarMaN 1)Dead+Roof Live daoancetl):Lumber Mc ate=1.25.Rate Increase=1.25 Uniform Loads(pit) VM:1-2=-36.2 S=36.5-7=-9Q 7-10-36,10-11=3(t,1]-24-13,15-1]=13,12-15=-13 Conoanlmted Loads(Ib) Vert:5=3357-335 21=309220.26323--26324=309 25=IB]BIF)20=4755(F) 2)Dead+0.75 Roof Lim(baknoid):Lumber In�1.25,Plate Increese=l 25 Uniform Loads(pip Verl:1-2=29,2-5-e9,S7-09,7-10-29,10-11=-29.1720=-13,15-1]=13,12-15=-13 O...landed Loads(Ib) Ven:5=-290 7-20 21=-26]22=227 23=-22]24-267 25J2]8IF)26=31 M(F) 3)Dead+Unlnhatmom Attic WIMoIA Slo e,a:Lumber Inueaae_1.25,Plate Increase=1.25 Unit..Loads had Van:1-2=9,2-4-9,5-7=69,]-10-9,1611=9,17-200.27,15 17-2],12-15=-2] Co metrMetl Loads g.) Van:5=-244 7=24421=225 22=19223=-192 24=-22525=3590(F)26=-3490(FI 4)Dead+0.6 MFRS Wind(Pos.lnlemap Left:Lumber Inchro ss1.80,Plate Increase=1.60 Until Loads(pit) Ven:1-2=20.2-5=6.5-7=42,710=14,1611=9.T7-20=4,15-17 4,12-15=-4 Hoa:i-2=-25,2E=-11,7-10=19.10-11-14,2 20=14.10-12=17 Drag:56-0,67=0 C ntrated Londe Ob) Ven:5-27=92 21=0522=]2 23=M 24=85 25=2140(F)20=2034(F) 5)Dead+0A MWFRS Wind(Pas.Internal)Right:Lumber limseaes1.60,Plate Increase-1.60 Uniform Loads(plp Val:1-29,2-5=14,5-7-12,7-10=6,10,1"0,17 20--4,15-17=4,12-16-4 HOU:1-2-14,2-5=19,7-100 1,10-11=25.2-20-1],1412=-14 Dmg:Sfi=O,67=0 ConceMmtetl Loads(Ib) Vert:5=97 7=97 21=90 22=76 23=76 25=90 25¢1480 26=2034(F) 6)Dead+0.6 NOW FRS Wind(Nag.IMemei Left:Lumber Inmeeee=1.60,Plate Increeae=1.60 Uniform Loads(pit) Vat:1-2=14,2-5=19,5-7-70.7-10-0,10-113.17-20=13,15-17=13,12-15=-13 Hoe I- =S,2-5=10,7-10-9,10.11=14,2 2 24,10-12=] Dray:SE=0,67=0 Contaminated Loads(ID) Ved,5=-3187=31621=-29222=24823=-248240.29225=21578 264W(F) 7)Dead+0.0 MFRS Wind(Nag.Internal)Right:Limbar Increase-160,Plate Incresas=1.60 Uniform Loads(pip Val:1-2=5,2 5-0,5-7-70.7-10-19,10-11-14,17 20-13.15-17-13,12-150.13 Horz:1-2=-14,2�-9,7-10-10,10-11-5.2-20=-7.10-1?=-24 Drag:5 -0,6-]=0 ConceMmted,Dads(Ib) Van:50.-220]=22021=20322=173 23=1]326203 2WI57(F)20=2043(F) 8)D d+0.e MW FRS WIM(Posh Int l)tat Pemllel:Lum0e.Incmae2=160,Plele InoMase=1.60 Uniform Loads(pip Ven:1-2=30,2-422,5-7-38,7-10=22,10-11=36,1]-20-4,15-17=4,12-150.4 Ho¢1-2-11,2-5=27.7 10--27,10-11=11.2-20=-22,10-1242 Drag:5 .67=0 Concentrated Loads(Ib) Ven:5=1207=12021=11122=9523=9524=111252148F)26=ffO34F, 9)Dead+0.6 MFRS Wind(Poe.thermal)2M Paneld:Lumber IncmasLc1.60,Hate Ilwrease=1.60 Uniform Loads(pip Ven:1-2=26,2-5=12 57=48,710=12,10-11=26,17-20=4.15-1 7=4,12 15-4 Al 1-2-31,250.17,710=17,1011=31,2-200.22,10-12=22 Dmg'.56=0,6-7-0 Conmrseted Loads(Ib) Veit 5=81 7=61 21=75 223]5246124=75 25¢148(F)26=203,(8 10)Dead+0.6 MW FRS Wind(Ne,[Memel)let Parallel:Lumber Mons ee=1.00,Hate Inhume-1.60 �WIeNWaVYlIY4NBn{wxnMan vW 9FJOHU]ES CN 1X15-ANO XILLUOEO MI]ER REFEaPNtEP<OEHY]ITJ m.i so'li..UBE. valL]KKlwdyWTM'IekFwnredold lMMN(Flet✓rscvl only W+l lxam,Nm Nown,uNhlwmIMIW]ud datl'ryl c9n{.ulwnf.ml p aw Mkxn.Bolwelm.11w dal UwI3nv1 mrslvwl1 Mn nw'Mas,ofJ I.—r—oM 6-11 M.wpaola II'E W3T Into a100Add. IM1e oVadl lUydziNl.Ilo'bur klo gevanl la LLgoIh4AAN 1�web W/a cnaa memlMR cWv.Ad.. r-w .I�aanu'enlaailq k WgyleT4eOplKtllNablo ReveNcdlgm wMl Walao pawvJaaBYax3R�Mdun�e. Iw V9llAd GkWlce lopUlttgM 7BW Psb EUIeW. lMk:aIIM alaopo.tlaMaY.eleclbn W1 Mx11g olMmesm[11MaMmK tceANBVMI9u1MCAxW DHd9aM aLa 4iTpCwry4MM aytlY IMpmeYen a�W1la Mdn Inr6Rola lrtllMx RIa N.lee STee1.9111 JIR.NBmMM.VR'MJ14. 7anpa.LL 3Y10 Job Tue Tmsa TypeOry Ply Rverade Hames/Berkllon/JK nw74ma J17W30 ` CO3 HIP GIRDER 1 4J&0166 rce(options) Menninp BUMirq SWplies, Jeyaomille.FL 11419 Apr 2020a 84tluElFypb AiiMmPLKOu0Mar 2813:jOR?N0W Pap=zWOB3 ID:g3_OgGw7&MJNgIoSZHbCZYeGae4t1 uBjFypbAIMmPLNOONJAGDPM.idOR?NAuozW O0N LOAD CASES) Standard Unit.Loads(pit) Veld:1-r 5,2-510,5 7-70,T-10=10,1011_5,17-22-13,15-17=13,12-15-13 Horn 1.2=4,2-5=1,7-10=-1,10-1171,2-20-12,10-12=12 Drag:5-B=L,67-0 Concentrated Leads(ID) Vert:5=30D 7-30021=2T722=-23623-238 2472T725=2157(F)26=2013(1`) 11)Does!+0.6 MFRS Wind(Neg.Internal)2nd Parallel:Lumber mmae=l.6D,Plate Immme=l.60 Unlfolm Loads(PIN) Vert:1-L-5,2-5=-10,5-7=-00,710=-10,10-11=-5,17-20713,1517713,12-15-13 Hom 1-2-4,2-5=1,7-10=-1,10-1171,2-20-12,1012=12 Drag:5-6=6,&79 Concentratetl Loans(Ib) Ven:5=30D 7-3002172T 22=-23823-23024=-2A 25=2157(F)26@043(1`) 12)Dead:Lumber Increase9.90,Plate Increase-0.90 Rt.meMl=0.90 Union Loans(plf) Ven:1-2=9,2-579,57=69,7-10=-9,10-1179,17-22-13,1517=13,12-15=-13 Corcentreted loads(Ib) Ved:5=154 7=-154 21-142 22-12123-121 24=142 25=-2405(F)22-2425(F) 13)Dead+0.75 Roo!Use(Ill+0.75(0.6 MFRS Wind(Neg,od)Left(:Lumber Increase=1.60 Plate Increasa=1.60 Undoon Loads(pit) Van:1-2=63,2-5=-37,5 7-90,7-10-22,10-11-19.17-20-13,1517-13,12-15=-13 Horn 1-2�,2-5=7.7-1 0,7.10-1 1=1 1.2-20=18,10-12=5 Cweentratetl Leads(Ib) Vert:5=4127-41221=60022=32323-32324-38025=1276(F)22l l%(FI 14)Dead+075 Roof Live(bat.)+075(0.6 MFRS Wind(Nag.IM)Right):Wmber Immme=1.60,Plate incrsece=1.60 Unitoml Loads Will Vert 1-2=-19,25=-22,577110,7-10=-37,10-11=-33,17-22-13,15-1]-13,12.15=.13 Horz:1-2=11.2-5=-7,7-10=7,10-11-4,2-20-5,10-12=-18 Corexdmted Loads(Ib) Vert:5=6407-510 21-31322726729-26724=31325=1276(F)26=1196(F) 15)Dead+0.75 Roof Live(bat.)+0.75(0.6 MFRS Wind(Nag.Int)tet Parallel):Lumber Increase=1.60,Plate Increaee=1.60 Uniform Loans(pit) VM:1-2-26,2-5=30,54-90,7-12J3,10-1L-26,17-22-13,15-17-13,1215-13 More 1-2=3,2-5=1,7-10=1,10-11=3,2-20-11,10-129 Concentrated Loads(Ib) Vert:5-3997=39921-38022=31423-31424736825=12M(F)26 l l%(F) 16)Dead+O]5 Fern!Uve Iran.)+0.75(08 MW FRS Wind(Neg.M)276 Persian):Lumber Increase=160,Plate Increase=1.60 Uniform Loads(,If) Ven:1-2=26,2-5-30,57-90,7-12-30,10-11-26,17-20=-13,15-17-13,1215-13 Herz:1-2=3,2-5=1,7-10=1,10-11=3,2-2079,10-129 Concentrated Leads(lb) Vert:5-3997=-399 21736022=-31423=314 2b-M 25=1278(F)26=11%(F) 17) tat Deatl+Roof Live(unbalanced):Lumber trersose=1.25,Plate Increase-1.25 Uniform Loads(pip Ven:1-2=36,2-5738,5.7-96,7-12-9,10-11-9,17-20-13,15-17713,12-15=13 Conoe ldrated Leads(Ib) Ven:573357=-335 21-30922=-26323-28324-909224876(1`)26=4755(F) 18)2nd Dead+Roof Uva(unbadmood):Lumber miceare=1.25,Plate Increeea=1.25 Unlimm Loetle(,If) Von:1-2=-9.25--9,5 7-96,7-10-36,10-11--36,17-207 13.1 5 1 7=-13,12-1513 Cmeentratetl Leads(1b) Ven:5=-335 7-335 21=301122-263 2372e3 24=-308 25-4876(F)2874755(1`) 19)3N Dead+0+75 Roof Live(unbalanced):Wmber Increase=1.25,Plate Increase-1.25 Uniform uosde(pq Ven:b2=-28,2-5729,57709,7-10=9,10-11=9,17-20=13,15-17713,12-1513 Concentrated Loads Ob) Van:57290 7_29021=-267 22722723=22724=-M725_-42M(F)28-41720 20)4N Dead+0.75 Rood Live gwbalencetl):Lumbar Increase=1.25,Plate dmmase=125 Unitmm We&(pro Ven:1-2=-9,2-5=-9,5-7780,7-10729,1611-211,17-20713,15-17-13,12-15-13 Cmeentrted Loads Ob) Ven:5=-290 7729021=-28722-22723=-22724726722<278(F)26=41 M(F) 21)Reversal:Dead+0.6 MFRS Wind(Pos,Rental Led:Lumber pereeae=l.fi0,Rate Imrease=1.60 Uniform Loads(pro Van:1.2=20,25�6,s7-42.7 10--14,10-1 1=9.17-2�,151774,12-1574 Horz:1-2=-25,2 5,-11,7-10=19,10-1 1=14,2-2214.1012=1 7 Drag:5 20,6-7=-0 Concentrated Loads gb) Ven:592 792 2195 22=72 23=72 24=05 254053(F)26-3937(F) 22)Revemal:Dead+0.8 MIN FIRE W Ind(Mos.Internal)RIgM:Lumber Increase=160,Plata Increase=lbw Unilonn Loads(pit) Vat:1-29,2-5=14,5-7742,7-109,1011=20,17-224,15-17-4,12-15=4 Ho¢1.2=-14,2-5=-19,7-1211,1011=25,2-22-17,10-12714 Dreg:520,fi 7= Cmn.l.tetl Lcade Ob) Ven:597 797 21=90 22=76 23=76 24=90 25-4053(F)26=-3937(F) Q NA. ny CwIpnpwmMowl rE4eae rEe Ea E XCEYR 6E.1M11<TJ m.leeVdllbalMPEWf G+1g1 MMM ,Mlek6cw¢akxS.Rkrlay kl 1 m +w wJlxlgmMMaM dpSp wryWM1.761 Y�MI .IY _Mn MINrq O�venr[v.MRr K _ #N 91 N5BI/1 MOr oak nittNyeYMrW�XtW4�6b 11¢=.I hdwayvmgeetl lw diNfAtlY�t> oµaamrcdlgaa WlnlosYRe PeisnW YMxY u✓J gopem4 dao ra9aaemlPMJueeleWl�b� Idafp onEaNm,slaape.tl&Ivery xxMnmO dxY✓d or r�utesa✓Jlnuryilemx se/JltV1P114nYly MxIo.DAdPagyCN W16YpCmV>rwi 11 T 7- Fsl eMtl. 9WIy Woinglbn awMlJe Ycm llim FWIe MMOe.RIBNLee Meet alb 3l R,Ner Jne.VPRI314, iem,e,R 9510 Jab Trom True Type Oty In, Iliverude Homes l Ramon.l JK Tio]4JJJ3 JiT1030 • cm HIPORDER 1 4 JW Re erve to donell meaning Builtlirq Supplies, Jem6pWIIIG,FL e.OIDaApr 202018 MiTeklntlustnea,lu. Tw Mer2B 13.x8.50201] Page D:gJ_OgGueJBtMJNpbSEHbCxY6GaE4it uBj FypbAIMmPLKO W vJAGDP WJCIORtNAuoxW OBN LORD CASE(S) Stal 23)Reversal:Dead+0.6 MFRS Wind(Neg Inleman Leh Lumber Incrau8=1.6,Plate Incraw8=1.60 Unit..Luh(pin VM:Vy--14,2-5=-19,5-7=-70,7-10=-0,10-11=5,17-20=-13,15-17-13,12-15 -13 Hom 1-25,2-5=10,]-109,1011=14,2-20=24,10.127 Dr8g:5 -O,67b Concentrated Loads(lb) Ven:5=316 7_316 21=-292 22=248 23-248 24-M 2a=,IW(F)26-3926(F) 24)Reversal:Dead+0.6 MFRS Wind(Neg.lobson l)Right:Lumber Imossasl.6Q Plate IOorease=1.60 Union Loam(p8) Vert:1-2=5,2-6=-0,5 7=70,7-to-19,1011=-14,17-20=-13,15-1]13,12-15=-13 Hoa:1-2-14,2 Ex-9,]-10=-10,10-11=5,2-20-7,1012-24 Dreg:56=-0,&7=0 Gpncenlmted Loads(lb) Ven:5=-2201-22021_20922-1]323=-17324=40325=d (F)26=-3928(F) 25)Reversal:Dead+0.6 MFRS Wind(Pos.We")let Par'WIeI:Umber Increa.8e=180,Prete Irromase=1.80 Unit.Loads(pit) Vena-2=36,2-5=22,5 7=38,7-10=22,10.1198,1]-20=4,1517=4.12-15-4 Hom 1-2-41,2-5-2],]-10=2],10-11-L1,2-20=-22,10-12-22 Drag:5 ,01-0 COnceetrated Weve(lb) Vert 5=1207=12021=11122-_95 2395 24=11125-4053(F)26=4937(F) 26)Reversal:Dead+O.e WFRS WMtl(Poo.IMernel)2nd Parallel Umber Increase=1.60,Plate Increase=1.60 Unit.Loans(Mfl Ven:1-2=28,2-5=12,57=-48,74212,1011=28,1]-20-4,15-17=4,12-15=3 Hom 1-2=31,2-5=-9,7-10=17,1011=31,2-20=42,11712=22 Drag:5 0,07-0 Concentrated Loads Ob) Ven:5=817-8121=7522_ 423--6424=752b 53(F)28=393](F) 2T)Raves&Least+0.6 MFRS Wind(Nag.IMemal)tat Parallel:Lumber Irrcraase=l.BO,Plate Inuease=1.60 Unil Loads(pig Ven:1-2-5,2-5-10.S]-7f1,7-1R-10,10-11-5,17-20-13,1&17=-13.12-15=-13 Hom 1-2=4,25=1,7-10=1,10-11-1,2-20=-12,1012=12 Dreg 5{-O,079 Concentrated L>»m Ob) Ven:5=300]-30021-27722=-23823=-23824_-2)725=i -(F)26=3928(F) 28)Reversal:Dead+06 MFRS Wlnd(Neg.lineman 2M Parallel:LMnber Imrsase=l.6,Plate Irl.60 Unihrm Loads(pig Van:1-2=-5,2-5-10,5]=-]0,7-1 R-10,10-11-5,1]-20-13.1517=-13,12-15=-13 Hoa:1-2-4,2-5=1,]-10=1.10-11=q 2-20-12.1012=12 Drag:5.4-0,679 Concentrated Loam Ob) Vert:5-300]=-30021-2n n-23623-2362x27725=i (F)26=� Sfl 29)Reversal:Dead+076 Root Lt.Ova.)+0J5(0.6 MW FRS Wind(Ne,Mt)Log:Lumber Owrease=1.60,Plate Increase=1.60 UnlfoOn Loads(WO Van:1-2=39,2-5-37,5-790.7-10-n,10.11-19,17-20-13,1517=13,12-15=-13 Horz:1-29,2-5=7,7-10=7,1011=11,2-2810,1012=5 Goncennated Loam Ob) Ven:5=3127=41221=38022-_-3232x= 324--30025=i857(F)28=47n(F) 30)Reversal:Dead+O.75 Root Live(bat)+0.]5(0.8 MFRS Wind(Nag.IM)RIgM):Lumber Increase=1.80,Ptate ho aue=l.W Uniform Loads(pin Ven:1-2=-19,2-5-22,5-7=9,7-10-3],10-11=3$17-20=-13,15-17=-13,1245-13 Hon,1-2-11,2-5-7,7-10_7,1011-4,2-p=5,10.12-18 G.tretetl Loam Ob) Vert:5=3W7-34021=31322-26723=-28724-71325-i 7(F)264ng(F) 31)Reversal:Dead+O75 Root Uva".)+O]5(0.6 MFRS Wind(Nap.lnt)1sl PaMIMJ:Umber Increase=l E,Plate Increase=1.60 Unibrm Loam(pin Ven:1-2_26,2-5-30,57-90,7-10_-90,1611-26,1]-20-13,1517=-13,12-15=13 Hors:1-2=-3,2-5=1,7-10=-1,10-11�3,2-20=-9,10.12=9 Concentrated Loam(Ib) Ven:5=399 J=39921=3882231423=-31424--3902rxd85](F)26=-0729(F) 32)Reversal:Dead+0.75 Roof Live(oal+0.75(0.6 MFRS What(Neg.Int)2nd Parailel):Lumber Increase=1 60.Plate Increeee=1.00 Ungam Loam(pig Ven:1-2=-28,2-5=3,57=90,J-10=30,10.11-28,1]-20=-13,15-17=-13,12-1543 Hont 1-2-3,2 5=1,]-10=-1,1011=$2-20=-9,10-123 Concentrated Loam(lb) Ven:5=-399 7-39921=-368 22=31423=314 24-360 25=4057(F)26=-4729(F) Q WdW.Wa-YMly MtlenpxurMart mCNEde NOrE4IXI 11h5.aNa WCLVOEa LarER eEFEai NLE IIGEMA)<1l m.r YIa saFl VSE ceggiWpro�us orlV Wh,MIINMcvn�rcNrs.RhdeGtPkl dcNYup�npxmwlursYwwrt aNlsloimhbMMmIWMNq ccmM�anr.ml xuk.Y.lam.eerore tea.meaAenuarU�ar mrkr rrenn nN za�lcmanaa,erwmier ,..twma,�re.�+wrore mawsw�nrarreweral on MiTek o°uavd®IWLa Jpkgcdadmlm paYmr akMae Mlm.larn mmwaoaworrnorn mama¢,:om.wallorinlamwwme rem�m�rnaa marNon r«aaad rornmarvaaawa a,lallmNYmmpa�law�m�a ti.vme wwanv amity». rw ear�. r,e nm seoa P.w.Eo.r ems. s�uwyworrrw�irm�w�anv�ao�"m 1ra�.Hama k�kmn�rre zlha N.ree�xs�ularei>zlvwaprtm«ra.oseaa w4""geevsoosa wnoe=awr.m ra.c=.rL ax'io Job T11ac Tr1ashype ON PN Riverside Homec/Beridwn/JK T10]4Ti]4 )1]0030 C00 ROOF SPECIAL ♦ 1 Manning BUllUllg 6lpglec, --H.'FL e.otocApt[VN]oNXlenln wales,im. i., re'H.=.w..��• 'w=I ID:g>_OgOue]81MINgf0SCb y6GacHRPoXMj]IINW=lA g7s Mtlwso]pYgMkOExWOBM doo sDs ]-].+x lots Isco �� x' 1t x0a 4t5 eSl h6] ♦ 41619 ] tS] 614= scale test 5 96 6 +] 1° a6 J ].00 12 4 ° ass. w are s = 13 ° 6 ° 2 14 0 em 12 aXa c I 8 15 15Y 11 19x4 11 ��qp�� y ay.] - ~ x161 I 141011) eb] aS7 p}i aa4 LOADING(pall SPACING- 1-4-0 HIC81. DL In (lac) INleg Lltl PlATEB GRIP TOLL 20.0 Plte Grip DOL 1.25 TO 0.211 Ve4(LL) -0.18 12 >999 240 MTH) 2W19D TCDL TO Lumber DOL 1.25 BC 0.30 VeMTL) -0.3]11-12 >957 180 BGLL 0.0 ' Rep SMeas Mixt YES WB 0.41 Hon{TL) 0.43 9 We Na BODL 100 Code FBC2014/FPNOW fall MSH WaIgbC 171 Us FT=2041 LUMBER- BRACING- TOPCHORD 2X4 SP NID TOPCHORD SMucmree vow sheathing directly applied or 4-&12 oo PWIM, BOT CHORD 2Xt SP No.1D one M.rlvedical, WEBS 2X4 SP NO.2 BOTCHORD Rigid ceiling dredly applied or 3-2-11 ocowing. REACTIONS. (lull 9=]306-&8 Mas Horz 15=243(1011) Max Uplift 15=6 HLC 12),0=283(1012) FORCES. (Ib)-Max.CompWm Ten. All tones,250(Ib)or less except when shown. TOPCHORD 2-1 S= 4,0360,z-3=l60IM4.3-4 210]/801,4-5=2010/103,56-2015/10, 67=-2102095,7-8-16416614.&9-734A)13 BOT CHORD 14-15=20dP85,1314=50B`1597,12-1 8]4/2054,11-12=654/19]2,1(H11=5T1/1535 WEBS 412=68&181],]-11=661/4],7-10=44&211,&10=-0861313,3-13=-]6460, 314=429/1610,2-14=432112]8 NOTES 1)Unbalanced Mf Islas loads have been condtlerad lot Nie design. 2)WIM:ASCE]-10:VWt=130mPh(&—M gut)Vasil=101mph;TCDL=d.2pt;BGDL=3.Op°I;h=25X;B- Rt,l- ;eavd-M:Cat. I[EIW C;End.,GCpi=O1,MFRS(Urecllonal)and G-O EVMor(2)-2-0-14to0-11-2,InWor(1)0-11-2tO156,E 1(21 15-0-01018-00 xo1M;cantllevet left and dill,exposed;eda vertical fat and right asposedC C for members and laces A MFRS for Mamons Mown;Lumber D011 BG plate grip DOL=1.80 3)This May has been designed for a 10.0 pt WHOM chard live load 1loncorlcunem war any other live Toads. 4)-This Muss has been designed for a Ilve Mad of 20.0pef on the bottom Mohd In al areas Wire a rectangle 36 0 all by2-06 are x911 at bawaen the WHOM chord and any other members. 5)Bearing at Ioirns)15,9 condone parallel W into value using ANSI,TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 0)ProWde mechanical wme Hlon(by others)of truss to bearing pile capable of Wlthstandllg 1001b uplift t full except 6 lb) 15=343.9=283. 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Ha genual(AMla,ce lcyulhq xuf aeoa 2.he Eu1°Na. ktlkass LLxayi.MNery.t+ecbnaxfM¢YpdXusesmOln ryslemi aae/JaVIM14oXy CAUW,O5ed9 YM 9C91 BusQnpGon4enwe iamre,FL 93910 seely ypn,uxm ovdlade O_ass Hale MnM,]ba N.Lceeaeel.SM]IR,NemgMi VAY19 l,i Job Trlsa True.TTPe ON Ply comments Homes Bam,hicn l JK x T10747T`6 �'.J1]0030 C05 HIPGIRDER I 4 m pirenswe to Memir9 BWIOIrM SIgPlias, JekcolMlle,FL is Mar 28 114:00 2017 Page I ID:93_OgGua]&MJNg1oS2HbC]yfiGa4PdAVURh Nandi$UCKOVVOO)WEIwJerNdWOBL g.g - 18]-0 2463 29" 3pP0 1 2-00 ~3513 ]-11-2 F Scale=1818 armanag+cs, arssimS.911 2x4 II 6 p 210 22 23 ] ]W 12 I� 361 1 _ 9b 11 0 1. 24 15 14 _ B 3 10x10 9 4x10- 10x10 C ya ads 11 HGW^p2 HM. 10 17 24M� 1 B 1 m a6 G B.dO 12 bb 11 11 m II iB 3b II 1513 41111 113U 1500 18 7-0 Y545 2663 360-0 3513 &513455 3]-0 1]L 45'5 1513 3513 plate Ofleeb(X YI 120330 BI 160.86 14115000-2-0I f/'Od00.2-0118'OfiEO- IPI4'0- b0-0.21118'03-00821 LMDING (pail SPACING 140 TWB DEFL. In (I«l Utlee I PLATES GIMP MULL 20.0 Plate Grip DOL 1.25 0 VedRL) 0.47 15 >M 240 W20 2461190 TCDL 7.0 Lumber DOL 1.25 98 Ven(TL) -0.90 15 0398 180 M18,SHS 2"190 BCI-1 0.0 ' Rep Same ad, NO 86 Hm2(TL) 0.98 11 Ne nue Weigut Bl]Ib FT=20% BCDL 10.0 Cade FBC2o1MIP120W SH LUMBER- BRACING, TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Slmdural wood sheathing directly applied or 1311 us, eins, S7:2x8 SP No.2 except and velrkels. BOT CHORD 2x6 SP No.1D'Exmpl' BOTCHORD Rgid ceiling directly applied or 5-10-5 oc bracing. b8:2x8 SP N.A D WEBS 2x4 SP No.2'Except' 5-16,1-14:910 SP Ni REACTIONS. (Ii 19=6759A05-8.11=663M-5-13 Max Hort I92(AI-C 24) Mu Uplift 18-2550(LG 8).11-2437(LC B) Mex Glav 1M860(LC 29).11--6605(LC 31) FORCES. (IIq Mex.CompJM.x.Two.-Alt fomes 250(11b)or lase except when shown. TOPCHORD 2 3-119 0 8/4 3 0 4,3 208590686,4-5=41108111 14 4 2,"=-2B111110161, 6-]=281]910161,]-8=30]85/11219.8-9=-2064611461,9-10=11769/4265. 2-19=-601]2533,10-11=658]2404 BOTCHORD 11-18=-0218/11615,16-9-158520641,446=320818]55,15-tE=3434125806. 14-1"2!=5557,8 14=-32 332110 8,1314_--]30820280,12-13=-4088111326 WEBS 516=-5141113242,1-14=4695/12930.4-1] 5]082115.0-12-56492001, 2-18=-3aMbI182.3-18=-5]262103,3-11=-20490832,10-12=-3601/10051, 9-12=-554612053,8-13=-28100761,5-15=-892084,645=-1B9r28U,1-15-108]/3354 NOTES- if OTES1)WA 2)4-fly mass to be connected together Mth 10d(0.131'x3')mils m follows: Top chords cdnneded es follows:2x4-1 row e10-]-0«,26-2 rows siaggeretl e11-0-0«. BoOamchordsconnectedeslollows:24-2rowsamggeredat1-0-0042x8 4rowsitingered.10.3-0oc. Web&mnne0tvdm Idlows:2xe 2rowsstaggeredet1-0-0«,2x4-1rowetlAC«. Attach TO wt l2'd'uam,bolt&(ASTM A3W)in Me center of the member wM.h..et 4-0-0 ac. AttaM SC w112'diem.bolts(ASTM A-307)in Me Curler of the member wM..h..at 4-0-0«. 3)All loads are considered equally applied m all plies,..pit noted as front(F).1 beck(B)tete in the LOAD CASE(S)section.Ply to ply connection have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbelmced roof live loads have been wmidered for this design, 5)Wind,ASCE 7-10;Vuli Nordin(3-second gust)Val 01 mph;TCDL-.2 wb.BCDI-4.0p l;h=25X;B--f5f1;L=30X;semi Cal, ll;Em C;End..GCpi2.18:MW FRS(directional);cantilever Will end light axpoeed;end vertical left add right exposed:Lumber DOL=1 BO plate gnp DOL-1.60 6) Provides am M e tlraimge ri prevent rwas ponding. 7)ThAt plates ere beenplesigunlessa10,net indicated. otion d. Iwo e)Thi&1ms5M1asbeendesgnedfore live netNotiondhownth loadomchi 1'.1 withany other live loads, 9)'This truss M1es been designed for a live Ind of 20.Oni on the bottom choltl in ell arses where a rectangle 36-0 tell by 2-0-0 wide Ford M Q Ix4pMy3-Yw4/4agn,'memwax ar4..aalB 0e mss N'ON&LYOFOY)Ett PEFEXIXOEYAOEaf4)lp m./a0.NB/b BEFeaa effi �ryplttrmaYY Wxr MlekBcenreclors.RtllesbrihDSrvl uYV up�nf!a«win Y✓.rMxm]b1wT MNAxI Ia «� mar�ioverdl ureaPelde ve.ms Mar4rV daNlmrmrslvelln ll'<Q+WrxY911YUIdzI.T p�urnlemmf V�a+edYxx:w{wia NOW padre rLLL3r.9«M h]k' Ia1kMPevenit«Nh3 otaeiM]wIIM3webm]/«cNrdmsrrbenaAY MhAIIwM IemFwnY«I[wmwmlLva:a@ h Wloya regaed MexY`a1urd lrwndd^Ivd IWin .ressidd I1MY«'ps,pueAn, iw ynartl grMY.x�cerepa4{IQe � 6pW PVYS EMc it scary bn pw�.Me arY. Nee mad'..' R1n l n osmet.iireeeNL/MI WdIM nllelb.Clad>arM KSI MrMeq COwpmeM islrpe.Fl aMln yyaly yypanaewrmMde M1am lna'Rob lmtlM . IaN.lee aTee1.911e 31 R.NexaMIa VP4RJ14. - -.. Job 4 Truss Thea Tpw Oty Ply Riverside Homes/Bandro0/JK a 71074MS J1XI030 C05 HIP GIPDER 1 4 Job Rate enw _ ol Mounting Building Supplies, Jekpnville,FL 6p202D16Informal lnc. TUe Mer 2813AD001] Page 2 IDg3OpGue] MJNgfoSiAbCZYG4T?WtlVUR�xnTSUCKWM0WEM1JeHyzWOeL NOTES 10)6aetlng m cllnt(5)1911.coon(by strallel to grain value using Ate cepa f angle to grain formula. Building designer should ltl verily-aFgrly =bearing eudace. 11)Load Provide m 1,2,at co.5,6,7, (by Where)of ml..to burning plate capable, 1.t .antling 12016 uplift at,29,,W. moul19=2554 11=243]. 12)must radial)1,m to 4,5,6,],8,9,1411,12.13,14,15,18,0,18,19 truss 21,22,23,24,25,26,27,28.29.30,31,32 nasAave ban modified.Building tleatgnar must review Strang-Rto e y that HGUS8ere-tare Girdleck for the WallOndTams or this truss. 13)Use Simpson Strong-Tie Hamm chord.(38-104 Ginbt,12-104 Truss)or equivalent spaced at 6-11-D oc and.sterling 111148 ban the lett end to 18+v-8 to wooed tMl all to be"face dbegan cin co 141 Fin ell nail ores afters hanger is is pentad 11 b lumber. 15)Hanger(.)0r other correction devbe(1)anal,be provided sufficient rral"to support concentrated 32 Insole)ow 41316 down and 157 Ib up m 323lb dmm(down antl 15]Ib up -( on top hemi downand1441.upat suchc 3001.downantl144 thupat 1Z6-Q antl3231.tlown antl 1231.up al 146-D,antl 3231.tlown end 1231.up et 154i-0 an rot)choM. The desigNsaledon of such connection device(s)is the responsibility d others. LOAD CASES) Standard 1)Deed+Rod 1-we(balanced):Lumber Increemi Plate Incmea 1.25 Und..Load.(pit) Vel 1-2=36,2-5=-36,5-7=-9Q 710=-38,16 ligi 1446=-13,11-14=-13 Concentrated Load.(Ib) Vert:5=-336]=33112(121=-M lets=-263 23=30924=4819(8)25=4731(8) 2)Deatl+0,75 Roof Llva(bassnal Lumber Increase=1.26 Plata Immora =1.25 UMtorm Loads(pip Ven:1-2=-29.2-5=29,5-1=39,1-1 R-29 16-19=1%14-16-13,11-1413 (tCncentratad Loeda gb) Ven:5=-291 7=-291 20121:1,21?7 22=-227 231 24=42]8(8)25--41 51(B) 3)Dead+Uninhabitable At9c Without Storage:Lumber lmma le=1.25,Plate Incraaae=1.25 Uniform Loads(t)0) Von:1-2-9,2-5-9 5-]=69,]-10=916-19-27,1416-27,11-14-27 Concentrated Lcetls Bb) Ven:5-2451=-245 20-225 21=49222-_-19223_--22524=-3590(B)25-34)0(B) 4)Dead+46MWFRSWind(P..[M..a Left:Wmber Na,..e=l.BU,Plate Increase=1.60 Weiam 1-nada(psi) Van:1-212,51517-1 P_14,16-1 love,1418=-q 11-14=4 Holz:1-2-25,2-5-11,]-1D=19,2-15110-T1=1] Drag:5-8=0,6-]=-0 Concentrated Loans(Ib) Ven:5927922o- 21=]222=]223=8524=2148(B)25=2811(8) 5)Dead+0.6 MW FRS Wind(Pas.Interop Right Lumber Increvr--1.60,Plate historical Unit.Load.(pit) Von:1-29,2-5=14,5-23-42,]-23=33,]-12=8,18-19=4,14-18-4,11-14=4 Ho¢1-2-14,2-5-19,1-10=11,2-19-11,1611-14 Dreg:S-69,6-23=0,1-23=-1 Concentrated Loads(Ib) Ven:5=1577=15720=1"21=12322=123n-14424=2148(B)25=2011(B) 6)Dead+0.6 MW FRS Wind(Nag.Intual Le0:Lumber Inemesm1.64 Plata Increase=1 80 Uniform Loads(p9) Ven:1-21v14,2-5=19,5-7=42,]-10l 16-19-13,1418-13,11-14-13 Hors:1-21sS,2-5=10,7-1 R%2-19=24,10-11=1 Use,56-0.6-]9 Concentrated Load.(Ib) Ven:S 1)7=-31)20=-29221-24822-2482.?c-29224=2151(B)259020(8) Y)David+0.6 MWFRS Wind(Neg.Internal)Right:Lumber arcresse=1.64 Plate lnemwe 1.60 Uniform Loads(pit) Ven:1-2=5,2-5=-0,5-]=-]0,]-Ill 16-VF--13,1416=-13,11-1413 Uses,1-2=44,25=3,1-10-10,2-19-],10-11-24 Drag:5-616 7--D (.cgoentMied Loads(Ib) Vero 5-221 7=-221 20-20321=-0322=-1]323=-203 24=215](8)25=2(20(0) 8)Dead+0,6 MFRS Wind(Po..Intemep 19 Parallel:Wmber Incmasl=1.60,Plate Increese=1.60 Undorm Loads(pIp Ven:1-2=38,2-5=22,5-1-38,1-1012,16-19=4.14-16=4,11-14=4 Hors:1-2-41,2-5-2),]-102],2-19110-11=22 Drag:Sale,6a=O Concentrated Loads(lb) Ven:5=1211=1212 111219522=9523=111 24210(B)25=2011(B) 9)Deed+0.6liell Wind(Pa.Internet)2nd Parallel:Wmber Increase=1.84 Plate normal Uniform Load.bl) Ven:1-2--26.2-5=12,17-1 0=1 2.16-1 giiv4l,14-19-4,11-14-4 Hors:1-2111-31,2117,]-10=1],2-19-22,10-11=22 Drag:5 6=0,6-1=-0 Concentrated!Loads(Ib) Ven:591191 20=75 2194 22=64 23=75 24=2148(8)25=2011(8) 10)Road+0.6 MFRS Wind(Neg.Internal)tar Parallel:Lumbar Increase=l.W,Plate Indmarseri Uniform Loads(pit) Ven:1-2=8,2-A-10,517-10,16-113.RI-1 13,11-14--13 Horza-2=4,2-5=1,]-10-1,2-18-12,10.11=12 Drag:5-8--0.67b Concentrated Load.(16) Ven:5-3011-30120-2]]21=-23822=-238231:124--125=2028(8) �nn ,ed nn nanP a 1 iWN m-saO5EU5E. ReWpvd mr-,vYYHTMIado.seiecldi Sed brabawtlaYYupcn psar¢Iai N.ownmJ'amolm YVJMWd b.YldYp canru[mL rrol rr„oxer 65bel5e,tl¢lMipdaMr¢rmulvMly Rnt}ryycMbWrtgnde PaaneraeadprcC' .mpdab RBtlegrwlumeo ' 6" hp de51p1.B0.ip YvlaladatnpavaM W.I6b of YrttFrYINJ Im6 W1EOYlladWnrarl[aY MY�E[pMNa tamPaW aL1'pemnrenNmcYp MiTek x�warir.[aea]MYd#IY WJtnpreY2niedlnP Wlnl�hparw]Y4W atlpgrelY W.MPfn[�Iratl Pldarr%a raWtlrVM -I,ix: IkM xl.wy.ddaerY.aa'braM bacY4 fatllnmryileg YaaYrhpeBi.m]CllMiq<arrmMWrlr ' • 1e.Pate E.xl ante SyNMGr¢FMbaMash. ehh312, 1Vssat3 -1 TI, FL 3Y`0 Job Y Trim TrustsTYPs Ory I1, promote,Homes I Bantam IA T1O74M6 J170030 C% HIPOIRDER 1 AV 4 J.20 Refra016 Mim(edusti O Mannrq Buildir9 Suppllea, Jekssrrville,FL 8.010 zHbCzY618MiTeblVUR"tvm`T1 T0iMW 05CX EhvJs1] Plate CiM- I0:A3_OgOw]BiMJNgfoSZHGCzY6Oa1Ti11JtlVURr1_MnTSUCKOW o050XW EM1VJ¢Hy11xW OBL LORD CME(S) Slanmrd 11)Dead♦0.6 MWFRS Wind(Neff.Inamed)2nd Parallel:Lumber Inme¢e-_1.60,Plate Increase=1.50 Uniform Loads(p8) Ven:1-2-5,2-5=10,5-7=-70,7-10=-10,18-18=-13.14-16=-13,1144=13 Ho¢1-2=4,2-5=1,7-10=1,2-19-12,10-11=12 Orap:5-6=-0,6d=0 Concemrared Loads did Von:5=-301 7=-30120=-27]21=236 22=230 23=-2]]242157(13)25=2020(13) 12)Deed Lumber Incress".90,Plate Increase=0.90 Pit,metM9.99 Uniform Leads(pit) Ven:Y2=A,2d=9,5-]=69,]-10=$18-18=13,1418=-13,11-14=-13 Concentrated Loads(lb) Ven:5=454]=-15420=-142 21=-121 22=121 23=-1422L-2405(8)25=-2412(B) 13)Dead♦0]5 Roof Live(bel.)r 0.75(06 MWFRS Wind(Neff.Int)Left):Lumber Increase=1.60,Plate Increase--1.6) Uniform Loads(pill Ven:1-2=3$2-5=37,5-7=90.7-1g=22,16-19-13,1416=-13,11-1L-13 Horn 1-2=4,M=7,7-10=7,2-19=10,10-11=5 Concenlmted Loads(lb) Ven:5=413]=41320=-380 21=-M 22-32323=38024=12]e(B)25=116O(B) 14)Dead♦015 Rod Live(DM.)s 0,]5(06 MWFRS Wed!(Neff.Ing Mie):Lumber Iwreese=180,Plate Increase=l 60 Uniform Loads(pig Van:1-2=19,2-5-22,5-7--R),]-10=9],111-19=1$1416=13,11-14-13 Ho¢1-2=-11,2-5,7,7 10=7.2-19-5.10-11=1B Conranlmte l Loess(b) Van:5=341]=34120=-31321-26]22=26723 31324=12]6(13)25=1 180(B) 15)Dead r 0 75 Roof Live(bel.).O.75(O.6 MWFRS Wind(Ned.Ing tat Panlbl):Lumber Iincrease-1.60,Plate Increase=l 60 Uniform Leads(p6) Vert 1 2-26.2b=30. 7-10-M,16-19-13, 1 1-14=43 Hot:1-2�,2-5=1.7-10-1.2-19-9.10-1 1-=5i Concmlreled Loads(lb) Ved 5=-401 7=401 20-368 2"14 25=1180(B) 16)Dead a 0.75 Rauf Liv r(bel.)a 0]5(0.6 MWFRS Wind(Neff,Int)2nd Parra l)o Lumbar Increase--1.60 Nal.Increase=l 60 Uniform Loam(pit) Ven:1-2=26 25=30,5-7=90,7-10=-30,1&19-13,1418=-13,11-14=-13 Hors:t-2=3,2 5=1.7-10=-1,2-19=9,10-11=9 Conoenlraled Leeds(Ib) Ven:5 017=40120-36021=-31422=-31423=-36824=1276(8)25=1100(8) 1T)1n Dead a Roof Live(unbalanced):Lumber Increase=125,Plata Inereaem1.25 Uniform Leads(pig Veit:I-2=<6.2-5=36,5-0=-96,7-10-9,16-19-13,14-16=13,11-14=13 Contentment Loam(Ib) Ven:5=336 7=39620=-30921=-263 22=263 23=309 24=48]6(0)25=4]31(8) 18)2nd Deed.Rod Live(unberinced):Lumber Incmasx1.25,Plate Increase=125 Unicom,Loam(pn) Vert:1-2,9,2-5=-9,5-7=-M,7-10=-36,16-19-13,14-16=-13,11-10.13 Concentrated Loam(lb) Ven:5=3367=3362o--30921=-26322-26323=30824=48]6(B)2] 4731(B) 19)3W Deed a 0.75 Rod Live(unbalanced):Lumber Increaeo-1.25,Plate Increese=1.25 Uniform Loam(Pill Van:1-2=-29,2d=-29,67=39,7-10=9,18-19=-13,14-16=13,11-14=13 Concentrated Lcam Qb) Van:5=-291 7=-291 20,M721=-22722-_-227 23=-267 24=-0270(6)25=4151(3) 20)40,Dead t 0.75 Root Live(unbalanced):Lumber momma=1.25,Rare Increase=1.25 Uniform Loam(Wt) Von:t-2=-9,2-5=-9,5-7=-09.]-10=-212.16-19=-13,14-16=-13,11-Ib13 Concentrated Loam Qb) Ven:5=281 7=-291 20=20]21=22]22=22]23=26]24=32]8(12)25 4151(B) 21)Reve a l:Dead♦0.6 MWFRS Wind(Poe.headed)Led:Lumbar Irereesa=1.60,Plate Increau=l 60 Uniorm Loam(pit) van:1.220 2�,5-7=42,740=14,16-19=4,1446--4,11-14=4 H. 1-2=-25,2-5-11,7-10-19,2-19=14,l0.11=17 Dreg:5.6=0,67=0 Concentrated Leads Qb) Van:5=927 2(60521=7222=]2232524=4033([125=3894(13) 22)Ravines:Used♦0.6 MWFRS Wind(Pts.Intemel)Right:Lumber Increase-I.W.Plate Increase=1.60 Uniform Loads(pig Vert:1-2=9,2-5=14,5-23_-42,7-23=4f3,7-10=6 19-19=4,14-16=4,11-14=-4 Herz:13=14,2-5=19,]-10=11,2-19=1],1011=14 Dreg:5L=0.623=0,7-23_-1 Concentrated Leads(Id Ven:5=157 7=157 W=14421=12322-_123 23=14424=4033(0)25=-W94(B) 23)Reversed:Dead♦0,8 MWFRS Wind(Neff.Intema9 LAIC Lumber Ince ese=1.60,Plate Incrsase=1.60 Q W4RMN0 VMry Gapn prurWart mC RFdn Na]ES PY 1NIa RNOYILLWEe Nn EN PEFEPRNCE P40E M1]1rl m.lanL1a16 BEPoREYEE. CeLgm Wet lwura MYv,Im MIIeMAconreckxs nYrtle9{r,kLmdoNYYwrl M1xcn,erersanwn.tmt)h(wm MINWd CUYdrq ewnpemnl.,wr InmMttm Belwe ue.IMdMTn h'Wjrer mwr veMy IM V[YKKtlIN vlvNa�1*>twrmalenervl nrWerlV Ircalvnare IMddyn YrXY Ina ovaN pYM1prb�n. BxlwlMcnlatlampevenitickapolMMMNlmrmweb mtlrw cM1Na mamlMr:aYv.AWYwM 1emMW�0.r�manl aaNlp k' kawayi regletl IpIXtlNaul bpavenl weyvewll6Po�le nsrvnl Y4ryudp�lYb�m�a. Iw peMed pXNrce rep�Qp Ts kpMlds slw�e.mMeN.daclMudd ipolnmeaaglNasMen6 aMNM/IM14YfNmllxb.DHNatl kLSlWprq CwnryhMe Ba'MPW EW BMtl. yrYlr_WommabrpWNNe M1dn loco Rok MRMe.R1a N.lee Sree1.911a JIR.MevnYaN.VR'Ral4. Turye.Fl 3]610 Job Tura Tres Tri Ory Pry I Riverside Homes I BadcMn/JK no]4 s J170030 COS HIP GIRDER I 4 Job016MiTelop Mereing Building Supplies. JellsomAlle,FL B.OtOSFpr202016 MITeBVURdIndustries, TISUC hilar aOVIoN 3:48:U0209 ePage 4 i ID:B3_pgGue]BiMJNgbSZHbCZY6Ga aT2NtlW P,t_MnTISUCKOWo050%1VEtrrJeHyfizW08L LOAD CASE(S) Standard Uniform Loada(pit) Ven:1-2=14.2-5-19.5-]N0.7-10-0.18-18=13,14-18=13,1144-13 Horz:1-2d,2-5=10,7-10=9.2-18=2410-11=7 Dreg SA=O,6i Concentrated Loads(Ib) Ven:5=31]]=-3172D=-29221=-24822-24823=-29224=-0024(8)25 3885(11( 24)Revered:Dead+0A MFRS Wind(Nag.Internal)Right:Lumber Increese=l.6Q Plate Increass---160 Uniform Loads(pit) Vert:1-2=5.2-5=-0.5-]70.7-10118-18=-13,14-18=-13,1144=-13 Herz:1-2=-14.2-5=9.7-10-10,2-19=7,1011=24 Dreg 5a3=0,8-0=0 Co mentrated Loads(1tr) Ven:5-221 7-221 20=-2113 21=-173 22=-173 22---203 24=-4024(8)25=-3885(8( 25)RevereeL Dead+0.6 MWFRS,Wind(Pos.Internet)let Parallel:Lumber Increase=1.60 Hale Increase=d 60 Un0orm Loads(,f) Vert:1-2=36,2-5=22,5-]-38,7-10=22,16-19=i,1416=i,11 14=4 Horz:1-2=41,2-5-27,]-10-2],2-19=-22,f0-11=22 Drag:5a0.8-7=O GOnoentmted Loads(Ib) Van 5-121]=12120=111 21=95 22-95 23=11124=4033(8)25=-3894(13( 28)Pleasure:Deed+0.6 MFRS Wind(Pos.lateral)2M Parallel:Lumber boeae=1.60,Plate Increase=1.60 Uniform Loads PIR) Ved:L228,2-5=12,5-7_JB,J-10=12.18-19N.14-18=4,11-14=4 Horz:12-31,2-5-17,7-10=1].2-19=-2z,10-11=22 Drag:S6= 8-7=-0 Concentrated Leeds(ttr) Ven S-A1 7,81 20=75 211115123=7524-4033(13125=-3894(8) 27)Reversed:Dead+0.6 MWFRS Wildlife".internal)tat Passau Lumber Inueese=1.60,Plate Incraase=l6o Uniform Loads(p8) Veda-2-5,2-6-10,6-711,70,7-10,10,16 19-13,1416ri,13,11-14-13 2-19-12,10-11=12 Dreg:56-O.6-]=0 Concentrated Loads Qb) Ven:5-3017-30120--2]]21=-238 22-238231:124=4024(13)25-3885(8) 28)Re,nm d:Dead+0.6 MFRS Wind(Nag.btemal)2M Parallel:Lumber Increase-1.60.Plate Increa4e=t60 Uniform Loads(pli) Vart:1-2-5,21 5-7-70,710,1 0,1 6-li 3.L4-1I 11-1 4-13 Hors 12=4,2-5=1,7-10-1,2-19=-12,10-11=12 Orag:5-11 Concentrated Loads(ID) Ven:5=3(1 7=-301 2011,277 21-23622=-23623=-z]]24-4024(8)25=-3885(13) 29)Ravereal:Dead+O.75 Rod Lee(bal.)+0.]5(0.8 MFRS Wind(Neg Int)Left):Lumber Incierest 6q Het.Increaser 60 Uniform Loads(p10 Vert:b2=-33,2�-37,5-7,90,]-10=-22,1649-13,14-16111-10.--13 Horz:t-2-k,2i=7.7-40d,2-19=10.10-11d Conomnlraled Loads(Ib) Ven:5=413]-4192 38021-32322-32323-30024-4842(B)2�4609(B) 30)Revental:Dead+0.75 Roof Live(baIJ+0.]5(0.8 MFRS Wind(Nag.Int)Flight):Lumber Increase=180 Plate Increase-1,60 Uniform Loads(pin) Van:1-2d 9,2 5-22,5-7-80,7-10-3],16-19-13,1416=13.11-14=-13 Horz:1-2=-11,2-5-7,]-10=-].2-19-5,10-11=48 Concentrated Loads(Ib) Van.5=3417=34120=-31321-287 22--26723=31324=4042(13)2i-4689(8) 31)Reversal:Dead[+0,75 Rod Live(Mi.)+0.75(0 6 MFRS Wind(Neg.Int)1at Parallel):Lumbar Increasa=l.eq Hale remeasoi Uniform Loads(pig Van 1-2-26,2d=30,5J-90,7-10-30,1619-13,ibi6-13.11-14=-13 Hou:i-2-3,2-5=1,7-to--1,2-1110-11=9 Concentrated Loads(IS) Ven:5-401 7=401 20111-388 21=-3142?=-314 23=-388 24-4842(13)25_-4689(8) 32)Reversal:Dead+0.76 Rod Live gi+O.]5(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber IncreaseA 60,Plate lnerease=1.80 Unitom Loads(plf) Ven:1-z-26.2-5--30,5-7-90,7-10-30,16-18=13.14-11 13,11-1443 Horz 1-2=$2-5=1.7-10--1.2-19-8,10-11=9 Concentrated Loads Qtr) Ven'.5=401 7=401 24=-368 21=314 2211-314 23=360 24=48M12D 2511,461 sr, sm LA�A�N� nee NF]ONOEe IX1lb AAreae WCLUOEO MEaEFEPNP4EMawrOE MiTek FeEs6Ma Torry1L 3611mOXa,rnamne rum Dozens,LMM,le.218 N W die 911e et, hVAMI6 . Job • TmeI Those Type Ory Ply Riversde Homes/Bandon/JK T10]4TTT8 Jr,0:i) COB wroplND 11 1 o0-Pel Menarg Building Supplies, Jaesanilk,FL e.mpseaeozYemVZQXoTF.re,n... ,nene,2o.o...,01 Rg7z.,., Pagel ID:g3_OgOuaTeiMJNpM8L1ECZYeGe-VIZBXOmTFk4cpVZOSJIYaakOVG2Rq]zbgVhV/OBK .2U0 580 1130 280 66e SBp 17_ Bcab=1'50.2 6 ].pB tzto axe O 3 0 6 3Y i b1= qq 2 d 2 6 1 BW;2 ] 1,50 II 580 1160 SgO 088 LOADING(ps0 SPACING- 280 081. DER., in (lac) "I LM PIATES GRIP TCU- 20.0 Plele Glp DOL 1.25 TC 0.48 Vert1LL) -0.03 S) X999 240 MT20 244/190 TCDL 7.0 Lumbar DOL 1,25 BC D.n Ven(TL) -0.W ST A)N IN BCLL 0.0 ' Rep Saws Ina YES WB 0.31 Hmz1TL) 0.02 8 ma nue Weight T21b FT=20K BCDL 100 Code FBC2014FrP12007 WWx-MSH LUMBER- BRACING TOP CHORD 20 SP No.2 TOPCHORD SlruduM wood sheathing 5really oled or SPO oc pudlSe, BOT CHORD 2x4 SP No.2 except end veniaN. WEBS 2x4 SP No.2 BOTCHORD Rigid calling dlrac9y apgled or J-11-9x bracing. OTHERS 2x4 SP No.2 REACTIONS. (IMIZO) T=543Po33,8=3]BRAechenlcal Max Hot 7=403(LC 12) Max Uplift]_144(LC 12),B=283(LC 12) Max Grev]=S43(LC 1),8=422(1017) FORCES. (Ib)-Max.Comp.RAix.Ten. All fomes 250(ID)a less exap[xTen shown. TOPCHORD 2-3=T 10,4-5=21341424=-5471375 BOTCHORD S]-413/452,5{-5481008 WEBS 35=700/425.2i -10&511 I'li 1)Win:ASCE 7-10;VW130mph(356oad goal)Va54=101mph;TCDfal.2peC BCDL�kpaf;R25ft;B=4511;1=24➢;save=4g;Oat. Il;Eery C;End.,GCpi=().18;MFRS fdi edaiaq an C-C Extenor(2)-2414100-11.2,Inteda(1)0-11-2 to 10-11-12 Zones a illever left and fight arryosn;eM venial left it right expaoKC-C for members saki fomee S MFRS for new].sower; Wmher DOL=I.BD plate grip DOL-1,60 2)The Mas Iles been designM for a 10.0 par oftOm toad live load...t MM arty,after live bide. Ina 3)'This truss s been designed for a live load of n.Opsf on the bottom cora In all areas fatale a rectangle 330 fall by 2-0d We utll fit between Na bottom chore and any other members. 4)Refer to girders)for truss to Imse connedlas. 5)Bearing at tariffs)7 on aidere parallel to grain value using ANSVTPI 1 angle to grain formula Building desgner should verily, cepaclty of bearing sonata. 6)pmNtle mealwal whereabn(by olors)of truss to bearing plate capable of wbotardng 10016 uplift at(eintf i)except gtdb) 7=144,8=263. AllWApNWa.VreYly MXenpaamtln.mOREAO NOTES CN]1a5 AXa AYLWOEa MI]EX RFfEMNLE PPeENF]O)rev.160.YNI56EFOREYSE Owy]1 W W Ia ore oNY'�h MVIMia.wnFeckxc Ilir tlepgr k[earlaYY urym r>Wanelers Tnanr a✓JIs lay m MMOhL LXtlep ccnn✓+rrOVwl ,aP, �rweice.pwtxYtlpdetlp,ermu5lvenaiMlWleQilYereetl9riM.orielsnm] .W+eylyFca[xaaleRBMKdnYeoireOvnJ1 MiTek lylap�tlpn ea lglMtalMklo gevenr lwclNp orYwAMNdlMweb W/veMemartaiaev Aldlbr✓l lemR al'.�3'I�rmnar,r lx¢Ip ptivrcryl replee MCN111YaW bpeventcdl[4se Wlh Wede�m✓l YiYav ad pa%rlYdae�a. ru9errertl a4bCara9�hq RC 6904Pe,ke Eevi aNd. yMOly pMvpg.egbgry.geclkinuq b0.Yrg of lnmeteavatwNBm,".N9T v1 ma11W.pNJYmM aCA FrNYq CarrVdXM1 Te,ryt FL 3Y10 9f4ry avy/le awn lr�Flute MlMe.2la N.tee 5nae1,91M J1R.Ne.nt"1M1O.VA22111. -.-_.-.. Job T. Truss Type city Ply power.Harws l Beddhod I JK WQ P J17009O CO] M6IwPo-n 8 1 Job Ria..( DD rel) Mamyrlg tar."6upplies, JaWoreille,FL B.OtOSApr202018 MITek lMusldes.lro. Tus My 2613:48:022D1) Peget ID:g3_OgGw7l00JNgk S]11bCxY8Ga-Os6YkZ m02WEz4AalVyHIU_Dgv3'NW_MdL01IIWOB1 5$B k LWO 58B 566 d]= Soo.=1:602 3 ].UD 12 9 ate 2 ] 4 3.4 s e yN= yy 1 14 i aJ9�I fi.W 12 6 1.SN I 506 1140 580 6-0a UOADNN4(pan SPACING- 2-W CSL DEFL In Qac) Vdaft lb PLATES GRIP TOLL 20.0 Rete Gdp DOL 1.25 TO 0.9t Ved(LL) -0.0.9 58 s888 240 MT. 2441180 TCDL 7.0 Lumbar DOL 1.25 BC 0.38 Vm(TL) O.0) S4t s88, 180 BOLL 0.0 Rep Strew hour YES WB 0.35 Horz(TL) 0.02 ) We We SOUL 10.0 Code FBC2014)FPn%07 Memx-MSH Weight 6816 FT=20% LUMBER- BRACING- TOPCHORD 2x46P Nat TOPCHORD Shuduml wood entraining docdy applied O16-0-0oc purlins, BOT CHORD 2x4 SP Na.2 except and Wic da. WEBS 2x4 SP No.2 BOT CHORD Rigid ailing directly applied!or]-10-12 oc bodlf. OTHERS 2x4 SP No.2 REACTIONS. (IWsize) 8=411N-58,)debMecFankal Mex Harz 6=322(1-C 12) Mex Uplift 6=-23(1-012),)=26NLC 12) Max Gmv 6=411(LC f),)-,132(LC 17) FORCES. (Ib)-Mex.Comp./Mex.Ten.-All fomes 250III)or less except vSlan slayer. TOPCHORD 1-2=42Y312,3 —2171425,1-6=42421] BOT CHORD 5H1=412/434,45=558A93 WEBS 24=7241434,13-1641519 NOTES 1)Wind ASCE)-1P,VJI-130mph(3secon l guefl Va61=101.0;TCDi-4 2pi BCD"r Dpst 1=25tt;B 51t; --24X;awa=4[t;Cat. II;Ely C;End.,Wd-O.18;MFRS(dredlona)aha C-C Erterlor(2)0-1-12 to 3-1-12,Ildmor(i)31-12 to 1011-12 mere; Coal lett antl right eyosed;aha vertical left and right ee,wed;C-C lot ma clow add fomes 8 MFRS for reactions drown; Lumber DOL-1.60 plate gdp DOL-1.80 2)This buss has been dwignad for a 10.0 of Cdt0m chard We bred concoaddr ent'Mld any order five bads. 3)-TMs imw fes been deewned for a Ilve load of 20.Dps1 on the bottom chord In all areae ydene a rectangle 360 tell by2-0-0wde wltl Lt beKaem the am=chord and any older members. 4)From to gia l(s)for truss to truss Connedlow. 5)Bearing at loings)6 considers parallel to goon value wing ANSUTPI 1 angle to grab formula Building de"rear should verity capadryoi beam,wdo.. 6)P.WM medonical.ondoban(by oilers)of Imus to beading plate capable of wtlluMtdlrq 10016 uplift at Idnds)6 except QtAb) )=26& wdwao.-ae,4 epverllar.n ,doa HOTEadedrdroe.NCLVOEeINENaEFEMN ..e..117)rrv.IMWAISBEFWiEYSE [EqT wWl la ue oNYYam AYleld nmawdw.c le—do a—c",ugnrvanelers9wmY mtl 61o1m Irc]hMAd 1: Mr="cengv "wl 01m 19 fieMeImo.Ire hrprg4e3bllermuf vellh RKacacm0hddnrtiT(wmieblaaxfPWellYMicoWrale IKtle�9a hlo Ilnovstll '=19=z rlledaewl aoWmxrneanleprewrol>,dlorodxdwlnlll.aweomuw�raamwroel.aN.realwlnremp«w�dl>arrrl�wnla�v MiTek stlYmwre2MMMYYJIh TFlo peaallccLRM UMpado Pol[dFr H.V atlwKerlVMnt9o.rw Q6rKrd VMb'ta MAYwN Ra b.04P rk,Ess BW r drodWieiuw'W>.�6'wY.erecMn Vd bruA90 In., nMllleaMom ra&W91/M1OIIdIYCMw1a.bMdVaM C961rN10 CwTorrnli nanVe,r111111 SdMyI16mnoXM awes.rcda n�Rrna raW4..z1e H.lewe swat sole a1z.aaamllavyzvla. Job Tvs Tam Type Ory Ply Riveeide Homes l BeWicn l JK WI 0 J1700m D01 PIGGYBACK&16E 3UPPo 1 + _ . JrclMi Memnp Building 3uptles, JekomllN,FL Bd105AP2o2016NiTabson Mor 28 10gel IO:g3OgGue]&MN91wSZHbCZV6Ga-U2gsynnOrMIDSaMSKSt2ED-01z]1,14 # 240 2]00 400 600 bO0 16001 11 FOO AO0 200 aO0 zo-o 240 1b Sui `'M- 154 II ae II g ] 0 tg 8 10 10 15s,4 it 5 7a0 12� II I.Sul 11 1.i 4 If 34 it2 1 Bi I 1] +0 15 14 1s 12 11 Sea II 6G= 15x4 II t54 1 1.54 11 .7 11 24o 4L-0 800 eaA t0a-01 W+lB zod zea 1 zea zoo zoo ++ Plate OfNNs(%,n- I2048.0o-2-8116:0-280-2-1] LOADING(psN SPACING- 20.0 Cu. DEFL In gm) fMell W PLATES GRIP TCLL 20.0 Plate Glp 12 DOL 5 TC OM 20 BB Ved(LL) -0.01 1 1W20 240190 TCDL )A jentor DOL 1.25 BG 0.51 VM(TL) -0.OB 1-2 M 120 Bi 0.0 ' Rep Stress Iver NO W B 0.65 Horz(TLI -0.00 11 we We BCDL 10.0 Code FBC2010rPN007 Mat6.SH Weght 1161E FT-t!0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD SEuctend wed shooting directly applied a6-0-0¢pudirls, BOT CHORD 20 SP 2 Noi except and vmebls. WEBS 2114 SP No.2'Easi BOT CHORD Rigid ceiling directly appl'1ed or 6-0-0m bracing. 2-1],10-11.2-16:2xB SP No.2 WEBS 1Row at midpt 1611 OTHERS 2x4 SP No.2 Web Bmce:Lengib(memIxm) 8 6(7-14);686(0-13);688 (9-12); REACTIONS. All Eeadngs 10-118. (Ib)- Max Hoa 17d50(11.0 9) Max Uplift Ml Wl1ftlWlb Oris atjoint(s)excWl7=-539(LCD),11=3]5(LC9),16=829(LC9),15=-126(LC 91.14=1]t(LC 9),13=160(LC 91.12=2121LC 81 Max G2v All 23(LCr1 ),l Dr leas at j.IM except 9=111 6( 161,11=7021LC 91,18=]58(LC 101, 15�231LG 1O.14489(LC 1]1.13-2TB(LL 19),12=34fi(LC 18) FORCES. pbl-Nal Comp.04she Ten.-All force 250(Ib)orlessexcepttNten shown. TOP CHORD 2-17=-13201129,23=-23W263,4-5=20&355,58=-23%279,6-7::-1 fifirgs), 7-8=195250.08=-19&250,9-10=19&250,1011=730123 BOT CHORD 16-17=4A&672,15-16=-20826$14-15=-20826$13-14=-20&262,12-13=201 11-12=2082262 WEBS 416=-27283.2-16=-1650/1740,5-15=33&273,7-14=3322]5,9-12=364/328 NOTES 1)Unbalanced feet live loads bays been considered for this design. 2)Wine ASCE 7-10;VMt=l Sol Senceond gust)Vasd=101mph;TCDL=4.2psh RCDL=3.Opsl;h=2511;Bi L=2411;eaye-2q Cat 11;Exp C;End.,GCpim.10:MFRS(directional)and"Coneal-2-0-14 to 011-z,Ex1ei 0-11-2 to 5-103,Comer(3)510,3 to Ill 0-3 zona;cantilever lett and right io,mem;end vedlcai fell and right execons -G for members and forces B MFRS for .so.an.;Lumher DOL-1.60 plate grip DOL=160 3)Toss designed for Ydnd loads in the plane of Ibe tam only. Forstutls eleosed to rind(nomlal m IM1e lace),see SteMeN IndmMy Gable End Call as applicable,or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage t0 prevent water poin ing. 5)All plates are 34 W20 unless otflerwlse indicated. 6)Gable requires continuous Whom chord bearing. 7)Tress to be fully skimmed Mom one lace or securery braced against M16ral movement(I.e.diagonal web). B)Gable suers spaced at 2 OQ0 oc. 9)This Muss has been designed for a 100 psf bottom chord INe load nonconeunent 1Wt0 any other Use loads. 10)'This races has been designed for a Ilse load of 20.0psf on the Whom chord In all areas vfiers a rectangle 36 ob by 240 Wde sell lit between me bottom chord and any other members. 11)Provide medeMcal moneptlon(by others)of faces to bearing plate capable o1 wlNslandng 5391E uplift ad jdM 17,3151E upolt of joint 11,9291E uplift at joint 16,1261E uplg at Iona 15,171 Ib uplift at joint 14,1601E uplift at joint 13 atm 2121E uplift at joint 12. 12)Harger(s)or ether conne non devices)mall be presided sMOdent to support concentrated loads)M2 No down and W3 lb Up at 10$12 011 top diti T11e desgNSeledl0n of smh eO tlm davlce(s)Is Ve mp00sldllty 010them. 'iwa/tllNa.VwMy4Wpnrur�rM/�/MNEAO NOTE5 CN 1W5.We MCLIpEeYRNaFFEMNLEVIaE/IF1m rw.1WYAMSBVOPEVY b.�p,watl car vxorly Mn Mltl@m,r,ecbs.aih�g,kb.�YdYYu�np�anelers Yuw�atlhlamlMAkPgIdYMp cmpvanl,rol 0dhodem genaeose.R¢MMrpdeh oushved.H ryTAtRiIYoICaYprpamrelenatlpomrlykrcapwob Ma Qabrklro lM overtll WGkq W4pi. Bacyp M'4etlYb PeVenldcMryol.auwmuM/a clava membonaYv.P4da✓�Idnl'r-WatdF na�x+M a6M1g M. k• kRwvpregled lw SNAlyaW bgevrYcdrysa wtlalxmfJe psr.�dlaxyatlgc{¢1lydmuge.{v�rlertl ptivca repaJp Me pshis flpNe.Cearery. ..herlMa%q nlle� lee Mn.uwreANL/IPaOWIY C1aW,M5aMaM CLWMPCmpaixnl Cansefifislao'Fb EW0W. 9MYy Inlamak4n avLL'WeM1rn,i�RMe IniIMAe.418 N.Lee Spce1.9118 J12 Plo�oxakt VAYl]II. Terry0.FL]]B10 Jab Tmes Tvs Type Ory PIY RNeralde Hares I BBfkMn/JK 0]4]PB J170030 DOt PIGGYBACK BASE SDPPo 1 1 Job Ref016 Mt we(Musire) Mannllq BUlWIrg SWpllea, Jea6omnlle,EL ftNgf Ap202D1r3aL2g MusrMDSVM8t BMar 28 q=EDiWM201JPsge2 ID:g3_OeGueJ01M1Ng1o5L10GZV8Ga-112gwnniOnMDSSJiMONByMIED M2AH4>IZ?xW001 LOAD CME(S) Standard 1)Dead a RDol live(balanced):Wmber IMrease=1.25,Plate Increase-1.25 UNlonn Loads(pro Vert:1-2=-113,2-6=-113,8-10=-113,11 17=-20 Calcemreted Loads(lb) Vert:10=-50] QW AaWaG-Vare, enpu—Yrd REED WTES0A MSANDMLeVEOMIEFfl A(DEPAGEWTIAm.160.VN"6 AA. Il%pI�WMlu weaYyNN MIekW CMVwelai attleY�hPaACNY�R�n Wunelersslwwrt a'Ahlw mltllWVY GMdq uxnpttenl.rot �• nmy amlwn.aNae w.Xa w W re oe W m muI venh K 4W caYN d anaa,�wsMelwa ml proedv ncaPwds In C W uYo me ovadl Aslg.leqLawlgain:medenpMnlabefJs'QOIMNWMnrebaaW MP1mMaNRM+Y.IO]b4 M�pdWMbFemhENTlhrrlV MiTek P.- BOa Pelle atlV1O/tIMEAW brt1AXYdalbpewtlCW4e WTgbMMarald MaYTdFlryadYddngle. iRgINPYOtluxn reg�bpM 6Ees BNl. tlaGdtlLaldrye,dMwYBr;TrAA bocrV.218 N. id1e�M1aR®earm/IF11B M14. le.pxeVmd YJswlptaipwwa LMVYbmMIm a�sYan Inn MM MYRM.R18 H.1ea91reaL9NJ120bLUWYy VA'ddM. TM,,FL 3Y10 ,Job Truae Tlusa TypeOly try PoverciM Hames/Berichpn/JK 10]4] J170030 D02 PIGGYBACK BASE 6 1 JMe deal Mmrg BWldirN Supplw, JeMOmiIG,FL 8.0106 Apr 202016saTfek undideftes,lm. rueyet 28 of] Pee1 ID:B3_OgG ]NMN9LxYGeRxJMDABroBga76EG07bWWO1 -2-00 S93 1611E � 2.69 S33 I S45 4yy_ 6cele.153] 38= 3 B 10 411 7,00[42 5se G e 2 i ] a 3 5 2N II y®= er6 II S33 tOtbB 53E I SB5 LOADING(pa' SPACING- 280 CSI. DEF In (bc) Wefl VC PIATE& BRIP TCLL 20.0 Prete G0D DOL 1.25 TC 0.59 Vert(LL) -0.0;4 58 aeBe 240 kb]2O 211/190 TCDL 7.0 lumber DOL 1.25 BC 0.35 VencrL) -0.W 58 0899 180 BCLL 0.0 - Rep Stress Na NO WB 0.W Horx(TL) -0.00 5 Na We TCDL 10.0 Cotle FBC2O14RPI20O7 WArx-MSH We1p111:1O5lb 17=2 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-009 handles, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rlgld ceiling directly spilled or 4&l oc bracing. 4-5:2x6 SP No.2 WEBS 1 Roast redid 4-5.38 REACTIONS. (I"I.) 530&U3-0,7=524/0-58 Max Hoa]=397(1012) Max Uplift 5=-056(LC 9),7=-1 1 5(LG 8) Max Gras 5=8]5(LC 17).7d 4(10 1) FORCES. (Ib)-Max.C.p./ Ten.-Aflfortes250(Ib)orleasexceptM.nshown. TOP CHORD 4-5=-768/881,2-0=-0SOr271 BOT CHORD 8-]=354/315 WEBS 48=355/413 NOTES- 1)Wind:ASCE]-10;Vdt=120rnph(3-second guan Vae4=101mph;TCDL-4.21paf;BCDL=3dPadf;1b2511;B=45f1;L=24tl;ase ft;Cat. II;Elgl C;End.,GC,,�.181 NW FRS(dlrectlore)and C-C Extedor(2)-2014 W 0-11-2,Interior(t)0-11-2 W 5E-3,Irdedor(2)53-3 W"-2 mns;cantilever left and light exposed;and vernal left ee cxad;GC for members and forces S fVWFRS for reactlons shown;Lumber DOL-1,6D plate grip OOl_1.60 2)Provide adequate drainage to prevent wafer pbrYdinij. 3)TNs Muse has been designed for a 100 poi bottom Chord INe load non xMcunent vain any other live loads. 4)'Ra truss has been designed for a tied load of 20D of on Me botlom Mord in all areas Wore a rectangle 38-0 WII by 2"al Mfl fn between Ins botldm MON and arty other members,v4tl1 BCDL=1OOpsC 5)Provitle meManlcal odnneaion(by others)of truss to passive,plate capable of w4hotehoing 456Ib uplift at loin 5 and 115 lb uplift at joint. 6)HwWr(s)or other connection desue(s)Mall be provided suleuent to support concern tonsils)381 Ib down and 212 W up at 10-8-12 on top chord. The deslgNeeleaion of such connedlon devira,U)is the Ieaponslblllty of Where. LOAD CASES) Standard 1)Dead a Roof Live(Eelanced);Lumber Increase-125,Plate Increase=1.25 Uniform Loads(pIQ Vena 8=-54,21 K 3 4=-54,5-7=-20 Concentrated Loads(Ib) Vert;4=-310 A aseepaG vwNy Evlenpummlen wW NE4a M0lEa ONIIPSxNO tlICLWEe PIER NfEGAKCE PAOEM!<Anv.l¢0.YMrE9EEOMVSE yp oefgn wlW la ire oNY MIb MIekMcn,eclaS.INedmkT klrnetl wiYwce p�unalers Yuw.n,odela an helwM.x tleluYarmwmnornnp—M pO hims/Yem aslwe,ls.IMLYMrgtlmmul vclN a¢gaNle24alryoldmprlbranalwaeNd popeaY nlM'crab lhetlynlnW Wx-uveicY wagaaa�n. awalarrrWmelopravml wdekn WxHMa�a xus wmam/ord.aamembw.mv.Ad]4wxx lampovymdpan�anla�xl MiTek' Etiv/aV r0glredb YWmaNlurhnd edl�.e MTgYMepw� aye JPcftpddan[ge. is%nerd ql[ ' iegaOgl5a ttivbMTl alu'o3e.MdrvW.mslMn m]Mw'M1q odmare..,sol aybmtreeMlL 6,.V .310, b.MaJ4aM%aIaNTYComponwa MPeIa E.MVBN4. 9dMy lNwiMlon mxlctls hon 4�a M1ae hslllule.2le N.rce Slree1.911e J12 Pb+ddM.VRY[a14. ierrye :Job Toss Tessa Type Obf Ply Ravenous Homes/Burden/JK no]4T]eo J110030 D03 PIGGYBACK BASE STRUC I 1 1 Job Rea encs(2wall Msshing Building Surplus, Jimerville,FL 8.010 s Apr 20 M1Tak lMusWu,IW. Tue Men 2B 18'46:05201] Papet Ip93_OgGue7NMNNgfaSzHbCZY6GaARWMbpWzUASRPIFi1 R3lvJCpb@e228u OM tae Q-0aa AtAlA9 4S9.Sea 60a 800 10x0 gffa n.iea�f 10 1f�f-8a�61�1�a w0 5x5_ kala=1623 18x411 4111 8 ] 3 8 10 27 $i 1.Fur .10 II 333 1. 4 M3 1 6 6- 6 ZI 24 as 10 4x10 I.Au II Ts II 20 II ". II 14 13 12 11 uLN4 II �s:4 II +sa4 II +.SM II oea a sea ser o` oa''aifDs 4]�6�"I M11z o�9 eee rao ors foa oa.ls Plere OXaMs(X,YF- 120-0A Q1-BI 180.2E 0-2- 1 LOADING(pso SPACING 27 CBI. DEFL. in 0W) Udell Ud PIATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC O.69 Vei 0.01 19 MJ9 240 MT20 2W190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vai -UDt 0 des 1110 BOLL 0.0 ' Rep Stress Ifwr NO WB 0.52 HwdTL) -0.15 11 We We BCDL 10.0 Code FBC20141TPIMr Ww.-MSH Welght1831b FT=20°9 LUMBER- BRACING TOP CHORD 2x4 SP No.2'EXODW TOP CHORD Structural wand sheathng directly applied criiW parlay. 13:214 SP No.1D erzept and veneers. BOT CHORD 2x4 SP No.2 BOT CHORD Rgld calling directly applied on 6-,0 oc bracing. WEBS 2x4SP No.TExaepY WEBS 1ROw at Met tD-n,]-14 10.11:218 SP No.2 Web Brace:Length(member) OTHERS 2x4 SP No.2 REACTIONS. Ail bearings 5-ttE exWpt OL�erlpah)15=1133,28=0.39. (Ib)- Mex Horz 26--113(LC 11) Max Uplift All uplift 100 It,al less at jolabls)15 except 11=31](LC 8),14=53]lLC 9),13=-162(LG 9),12=-135(LC 9),28=325(LG 12) Mex Gray All maws 25016 or leas alterable)15except 11�5(LC 19),14,h)i 17),13= (LC 19),12=284(LC 19),26d (LC 1) FORCES (lb)-Max Comp-Niax Tart-Allforces250pb)orleveeamdarronshown. TOP CHORD 10.11_8000831,2-4=-2531302 BOTCHORD 21-22=3]2/396,20-21=5]2/39,19-20=2]9/31],1]-19-2]A91],16-1]=-2382]9 WEBS 14-16=6&/510,]-18=-291F22,9-12=37Y 4.2-20=2881312,5-16=-412/328 NOTED 1)Unbalanced foot live loads have been considered forthis design. 2)WiM:ASCE]-10;Vult=130mph(33econd gust)Vead=101mph;TGDtvl.2pa1;BCD".Dpsf;a 25X;B= it;L--24ft;eave-lft;Cal. II;Erg C;End.,Gi.181 MW FRS(directional)and C-C Elderiog2)-2-0-14 to(-11-2,Intedogt)0,1 t-2 to 5-163,Exedior(2) 51631010-0-0 zone;canlllever Iefi end right expesed;end vertical lewd fight exposed;C-C formernme and IorWs 8 MFRS for reactons shown;Lumber DOL=1 60 plate gdp DOL-1.60 3)Tues designed for wind Iowa In the Wane of the thisser MY. ForsWde expcaed to wind(hwmal to the face),see Sta ani Industry Gaza,End Details as applicable,or consult queliped building designer as per ANSUTPI 1. 4) Provide adequate drainage to prevent wafer ponding. 5)All plates are 3.4 W20 noses dr awnee indicated. 6)Gable studs spaced at 2-0-0oc. n This anise has arch designed for a 10.0 put bocom choral live bad nonPoMJrfent wllh any other live loads. 8)-This was has been designed fora live load of 20Cpsf pn Bre and.clwN in all areas eftere a redadgb 3E-0 tall by 2-0-0 Was, Wil fit between the bottom chord and any other members. 9)eesdng at lcint(s)28 Wnsldas parallel to grain v IW USIN ANSVTPI t angle to gmin lohnule. Buildng designer should verity capadly of beaung surteca. 10)PWVIde mechanical connection(by others)of was to bearing plate capable of wllhstending 100 to uplift M jOlabls)15 except fiWb) 11=31],14=33],13=162,12=13,26=325, 11)Hangers)or other connected davicaph shall be pWNded sufficient to support concentrated 1700 to down and 401 It,up at 168-12 on top chord The designissiselion of such connection devices)is she responsltzllty of 0ihere. neem Qw4wlwr.v.rrywlmin..,er.e.�aaa4oxorea rx]cos,axrwclwarrxrexaa�axnxcsv4paw]ant...fmmrs41ae45roaau¢ nediawY]fame M1.fir 0.elexAco r-RhdaY9n Yli¢edoNY�Y+d Walrelmauwt u�tl ktumxMu41x1fMWWcanpxwnt Irl Yfmwabm.6elae tl¢d1d®U%qw muslaaXyawgglctlMlryolWplpaarehnad pcFe4Y alnnMwRM11aJJn wertll IxIJGdaIP39¢ap1MY gTenl LvcYlagMYUAUW MWeaW/a lvdmenab9pYV M3]IMVJ bmMWtld FBmroaonwmih¢Yp e YR✓rnRfe4eadbMY.alY�lbCfeveniccagY9 WIYP0�eCef�xa YVaYUdpMladYmnWe.Fw 9effsftl PNhM.emB94�9 Te hard PoRL E. {Y k:haw� (ga.6M.efy.aecYM Ort Uf 1V o11nmbadnuoryllAno.alvn 1n VA b! W!-Baan4 aCar4Maq CafVunfx ayNY axpmy2w aWYtxe rdn Nn[nap YUIIMe.fla N.lee$Yeei.aIle 812 weRdlb.VA b! Teflps.FL 3M10 Job • Tru® T—Type Ozy Ply RvemlEe Homes I Flemloo/JK • Tt01C1180 J110030 003 PIGGYBACK BABE STRMI 1 1 Job Reference . o YYna Mennp BuilQg Buplx, JaboWlle,FlB0fUe1aMReminbuatri a,lm. 38131 :05 lO:g9OgGeBiMNpio3MbCzYGa-ORogMCpJZU0.RpF12OBR31vJCpbM2ariNG LOAOCASE(S) Stmclard 1)Oeatl r Roof Live(balanced):Lumber Immure=1.25,Plate Increase=1.25 Uniroml Loaas(plp Vert B-10=113,23-24=-20,1&21=-20,11-1�W,1-2=113,2E=113 Ooncenlmtetl LNN(b) Vert:10=581 &WARM V"e.xy�vw.+...i..wxrwoxoras mi zxnxxo xrewozo,pmx suasaxez vzeerw/m lw.ravrzors ezroaz us[ �Npn Wltl leruxdYvxMn MlleYBcmru:reiS.IN[tleYNrm Lrxalwur>•Wn Wranelan Lwun.mtllnu mYulmArYul htl1'M1l rnn�rwnl.wl YIffi MIan.Palwe us.Ifs M9Jrp 0.NMxx mW vwllYlM gpko•'IIN oltle0p�Vnamelersam gaPemYFcunaok Xtd53nM IM owrWl awaa�alRr.amvu Yv$aletlmbgeVmlWCMpal Yvh4Ad n�waba<le/a,clmamembel:wr.veamlu lemwrmmePsmlalenlnramp ail MIT@k' mWa(.repietl MiMANaMbgevanlcdaDra wM�Wstle eaWdYeryaNgopeM�W fagerimd pMmce rep]rU�Yra YdkVMi.xo yrWe.tlaYverY.ereClMatl[xacY98 Ylm2mtllnsMlmWfeMMl1/RIIGwWY dYMY,DAd9aMBC91 WnpCanperwll 6BW 4eMa EUI BME. 9yNy IrlamaXm dVtlttleM1am llrm Rab YUIRrI .R19 N.lee STaet 91b 31 R.Nern[M6 VRZYd10, ialrye,FL]%10 Job Truss True Type ON Ply Riversids Honors l eehann l JK 074 B1 J170p30 004 Pggyback Beee I 1 Job Rebrerce Iweonall Memir'Building Spplles, JaBBomllle,FL 8A10s Apr20201B MIT2a"n Hclj Inr. Tb Ma2Bf3:4aHEJb17Page1 ID:g3_OgGueJ0114.fellzHbCZY60a-WM2ewpG4HdleOBp?Zu5beZ1RG5xNeHEJbAKZWOBF Q-00 Saa ]8V BOH 16118 SLO O NY11 RS10 11e 11610 e.a= SNB a 160.1 ass= 7M F2 3 11 416 fim= 1fi I 1 YW- E N 19 10 w-_ is I 15th 12 11 B 5 56= ISN 1SM 3m 2M4 II L5N PI Ie OMa MYH- 12'0660ML1100.4410.2-01 LOADING(psQ SPA(ING- 2-0.0 CSI. DEFL. In (loo) We' Ud PLATES GRIP TCU- 20.0 Plass Grip DOL 1.25 TC 0.87 Ved(LL) -0.02 S9 240 W20 241/190 TCDL 7.0 Wmba DOL 1.25 BC 0.45 Ved(TL) -0.04 8-9 >999 Iw BCU- 0.0 ' Rep Stress Incr NO WS 0.31 HoG(TL) 0.17 5 Na Na BCDL 10.0 Code FBC201,V7PQ007 Matllx-MSH Weight 123 In FT=208: LUMBER- BRACING TOP CHORD 2x4 SP Ni TOPCHORD Stinxturel wood sheathing drealy applied or 660 be ranine, BOT CHORD 2x4 SP No.2 except wd vedlcals. WEBS WSP No.2-Except' BOTCHORD Rigid ceiliNdrWIyapplledor680ocbrecing. Except: 4-5:2x6 SP No.2.2-13:2x4 SP No.1D 100.0 oc bradng:8 9. OTHERS 2x4 SP No.2 WEBS 1Row at muffs 45,312 REACTIONS. (I lee) 5=86643-0,15=519VI Malt HOR 15d14(LC 11) Max Uplift 5 426(11C 9),15=-bilaf 12) Max Gm 5�5(10 19),16diIRLC 1) FORCES. (1b)-year.Comp.Mlax.Ten.-All Massa 250 flat or less exwpt Mien shown. TOP CHORD 2-3_3072]4,3-0-291270.57=-287/484,4-7=872/489 BOT CHORD 09=232253,7-8=317`348 WEBS 310=24W74,410=-2131301,1(Y13=-236281 NOTES- 1)UMalanced mol live loads have been axwidered for this design. 2)Wind:ASCE 7-10;Vat=130mph(3-seoond gust)Vardi 01 mph;TGD".2Mf1 BCDI=3.0IPdb t25R;B=15ft:t-24ft;evess"ft;Cat. 11;EV C;End.,313pib.18;MWFRS(drwtlona)and C C ExISM 2)-2-0-14 to 0.11-2.I10.11-2 to 533,Exmdor(2)5.3-3 to 962 zone;conniver left and right exposed;end veinal lett and tight elyosed;C-C for members and tortes 6 Kai for reactiore Omn;Lumber DOL=1.80 plaid grip DOL=1 W 3)Provide adequate drainage to prevent water pond'. 4)This trued has been designed for a 10.0 psf bottom ci'rd live load rwuonwtma Who any other live loads. 5)'This trus has been designed for a live Toed of 20.epsf on the basad chord In all areas Wlere a mctengle 360 tall by 2-0-0 wide vat lit betaaen the bottom chord and any other mambas,Mth BCDL=10.Dpst. 6)Bearing at joint(s)15 considers parallel to gain value ming ANSIITPI t angle to grain founUa. BwMing designer st ouM ve0fy capadty of bead'armfiI 7)Provide mechenicel wnnedlon(by others)of twos to bearing plata reredos of Mthslandir'IDO to uplift at joints)except 0I=1b) S 26,15=264. 8)Hargedid or other connection doom(s)shall be provided sufficient to support concentrated fossils)370 to down and 212 In up as 10-8-12 on top chord The desl"elecOon of such connection deadheads)Is the respmdblllty of others. LOAD CASES) Standard 1)Dead♦Roof Live(bafenced):Lumber Iwrease=1.25,Plate Iwrease=1.25 Unbend Leads(pit) Vert:i-2=-54,z-3=-54,3d=-54,t t-t3=zq a-9=-2Q 5�-20 CoouMmted Loads(Ib) Vedo 4=a10 Abort- VM1y Eupnpvm.rm Rfl ONOTESIXITMANDX WEONIiExeEEEPIN[EMOEW74"] lO l59 USE olomWN taus aiY Win IA10x®ounredurs.IMezi}14LwzntlaN wa'1 Wa"deleoanwn.�Mf lsld m MlW ml hldty wm(srncnl.rot M1iarypan blas�.Md4Op eeW}w1m1Nvu11y1M o{tAkMI1Y Ol tlaYa�WanaleNOM PBM11Ybca1*BOb IIt O0r411nM II¢^wrd I:Aanm4a. aNcrgnrxa.eNmFxcernl.�wgdnaanlnm..mmola norameml>OamY.�amdn lalwaava'epemimedam,9 �� ek' BQMQR r09Aw0 be1YIlYaq bIXevenlcdrya NTF�OMRCnSMSYm]p4blY Wrg7e. 076 dela PSb¢B rBOaagM M14t lb�tldO9e.00perwerecbnadM YngdlnmeSmOMmaMBnLL WWWM1011MYCdW bAdeaW BC51&MipdanWnBla PUXS Erot BNO. ayBlY Ir/cmrdyl m62i0M1an 1MFlO1e ME0e.RiB N.tee STBal.9lp]12 NBzarcah Vh Y1]I4. TB1rye.FL a3a10 'Job Rues Tnea Type ON %Y RNareass Homes/Barbllon/JK T10]4]IB2 J1I'd D04A P19gybeck Base 1 1 Job Refererce o nm MenNrq Buldirq Supplies, JBMamAlle,FL meTe I._20 13.,16a7 2017 Page t RzDAap ID:93OgGue7MiN gfo8HCZVGa-NMRGyuWKky7N147_ 8wrnkjWu9iMOE 0.brsb19y b 1. 411 11 d4- Sttle=133] w- 3 1®-S 11 12 413 oD +2 See= 2 +o it 1 e - A ] 6 5 o3L4- bit ffi it 4+1.11 mesas ReeOXeha(X,VI- 12.,D 0, 4) LOADING(pof) SPACING- 2-0-0 081. DEFL. in (lac) Vdell W PLATES GRIP TGLL 20.0 Plate Gnp DOL 1.25 TC 0.8] Ved(LL) -0.03 SB a999 240 MT20 244/190 TCDL ].0 WmbN DOL 1.25 BC 0.49 Vad(TL) 'D 58 a999 100 BCU_ 0.0 ' Rep Shwa mcr NO WB 049 HordTL) -0.19 5 We Ne BCDL 10.0 Codes FBC2014/TPY200] Matdx�MSH Welght1119i FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Strammal wood sheatNng directly applied w 840 to pontos, BOT CHORD 2x4 SP No.2 axi and verests. WEBS 2x4 SP No.2'Exi BOTCHORD Rigid rialing drady applied or 9-6-0w bracing. 4.5:ffiB SP No.2,27:2x4 SP Ni WEBS T-Brace: 2x4 SP N0.2-4-5,38 OTHERS 2x4 SP Ni Forest(2X) T and I braces to harrow edge of Web vxth IM (0.131'xi nails,On o.c.,wiM Sin minimum oral detente. Brace must cover 90%d Web length. REACTIONS. (user e) 5=8854l 9- 1I 0. Was Hors 9=414(.011) Mat Uplift 5=428(1.09),9=-264(11LC 12) Max G2v5 (LC 19),9d19(LG 1) FORCES. (b)-Max.Comp.tMex Ten.-All tomes 250(Ib)or less except When shown. TOP CHORD 2-3=304283,3-0=29&283,4-5=-]05/5132 BOTCHORD 6-7=299/318 WEBS 38=2]31305,4 2OMr9 NOTES 1)Wind ASCE 7-10;VJL-130mph(3-second gat)Vad=101mph;TCD".2psh,BCDL=3.opeF,h=25X;B-1W,1-2411;iside X;Cat. It Exp O;End.,GCPIb.18;MFRS(sawtionag and C C Eaurlor(2)-2414 to 0-11-2,Intermit)011-2 to 533,Erdelbr(2)5-33 to 9&2 zone;oamitewr lett and right exposed;end vediaal left and right expesedl far members end brces&MFRS for a actlols shown;Lumber DOL=1.60 plate grip DOU1.80 2)Provitla adNwte draage to prevent water porting. 3)This area has been designed for a 10.0 pof bottom chord Irvs bad r ramram with any other live loads. 4)'This truss bas been designed for a live load of 20.0psf on the boftom chord in at areas all a racangle 33-0 tall by 2-0 all .11 hit between Xie Wali ribald and any other members,with BGDL=109af. 5)BeadW at joint(¢)9 considers pamlla to grain vane ging ANSI P11 ogle b groin formula. BWldlrg deslgre rshould vedfy cepadry of bearing audece. 6) Providemedla0icaconnection(byothers)oftresstobearing AlaecapadeofwMsf With 1001ba%IXajant(s)except Qtdb) 5- .9=204. ])Hangegs)or other connection devul shell be provided sa0dwt to suppod concemmte l loachu 370 In down and!212 lb up at 10-512 on top chord. The desigUseleebon of such wmhedlw C vlce(s)is the responsicllly of dhem, 0)WamingAdditional permanent and aabllity bmang forbuss system(not ped of this component design)is aware required. LOAD CASE(S) Standard 1)Dead+Roof Uva(ashamed):Lumber Im eaee=t25,Rete Irsmase=l 25 Uniform Loads(pli Van:12=-54,2-3=-54,34=-54,5-]=20 Q WAPNWO-YWy4�lpn P'mwrvxwr4¢Fla a axEa Cell,ia Wa NCLwFO IPIEN PErta4XCFYx aE ele"',rev.laTYNrisEFaaE Vaa If �tlg,Wbfw afeallywln MleY®e«reclws.IMae9{Inalrce'J diY uppnpxarrelert HwFm.odlslolmMlMaHM b+WXph cwnyorenl.ml In x Beton¢lie.Ma dllUrp rMYdtts rural vMNIM[xA1kIXiINo1�1.""..'roruen.,lYM wrxxole M1t WSan loin Xn we,W b4OnO CatU�n.bxlglMkaledbla nhaYMilwcM19 a11MM]W iron WxnOWtwcMOmemEwacNY.MkPPcvra+wOWWad P^macnl lxa^lnFh MiTek 6sways reWea mraWMwa1+owevenlcalepa vmmwade¢pe ree Mrvme PP aI Oiomu0e. I«pe0eralaxaalce 1e9waq xra kplcibatl«ege.aabgy -husmy IrvJ o111wesa'AlnaryrlM,6seG11Y/I%I QtlwY MMu.0ead9oMCN&Iwn9ewrpanna i0<1'eFLL 3310hJ. edNY IrMTOean av�Me Ywa ala Rule tMN0a.21e N.Lea SM1ceh.911ea11 Ne[m]b VAY131 E. alrya Job I TIu® Tess Type ON Ply HN eHomes/BBNLkOn IJK T10]4TI82 J1700M OOeA Piggyback Bess 1 1 Job Rel Ica(a .oal) Moil,Bulding Sippfes, Ja bode,FL 6.OIOSAp 202016 MITek lMustriea,lro. Tue Maf PB 13A6:W 201] Pege2 IMg3 OgOwT&MJNgfoSZH]oUW a-NpWM qumkuKkY]NC]_PBko MWJVlu bAVOK LOAD CASES) Slantlem Cmcentreled Loads(Ib) Ven:4-310 QWI =;.V==.-=:CM-0 N01Ea CN T�IXa NCLUOED—KRaSFAINLE PAGE-74Am.la0.VM16BE .F D w1Nlau[s cnY`�aln IMlekaD<olreckn.RntleLLa�tCu¢OdJY Ipacnrelen NwxN.O'tlklam MN?M[Jhg<anFwc rol IltmrySlan �Idel�.lh3[IItiVI 4Tv'I mlml veMYlM ggkatJlly oltloW�Wm�elemm]gopeM1Y NcuW ab mktlsq�NN Me oveMl dldgtlBtldn B¢ML♦4' Ietlkly weYmllvcAlRolehMmvab�txl/d clplN mem[endYY.PtldtlwM RmMaYu'd0.WnIMVJ9 M ek' e AvgsleQJa�MNMIyaNbwaveleecMryawlm�atie PelsdvlMrvmewwem�a9e. fdmWld9�ke legaQq M1c aw v.m Er B. IWkoINn YwgVa. o...wxl'naNdo�g d lnNt5arc11nmmlan�fee/,NW WII GudNCAxb.b90d9atl eLA WYJnefonWmnl I,FL a]alo 9Mh hYamabl wdlttAe M1an lu®IbhM1vtllOe.R19 N.Iee Meel.9ak]12 Ne[agb.VRY1]lE. IJob Taus Triu Type Ory Ply RivemMs Home6/Bedcbonl JK nD]n]ea J40030 D05 Piggyback Bebe 1 1 Job%a erce o umal Man.,Sold,SuMenia, Jaloorvilla,FIL - 8.0106 Apr 202016 MT"material Inc. TN Mar 2B 13:46:00201] Paget ID:g3_OgG 78iWNglo MCzY6Ga-IOUpicrWbuaryuXKxOcMXgryXFifPCMa oiFDMV D 2U0 583 1011-0 PDO 6 41111 Sas sum= 3 13 4 DD FIT sm= 2 12 2{_ 1 10 _ Y- n 6 1 .A ] a 5 odd H i Plat OB (XY)- f2'PB-4 PP411 ' 90301 LOAMNG(psi) SPAMNG 280 CSI. DEFL. In (lot,) Vdall tb PLATES Mile TCLL 20.0 Plate Grip DOL125 TO 0.66 wrftL ) 4.03 56 X999 240 k4TA 240190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 VeMTL) -0.06 56 >999 180 RCLL 0.0 ' Rep Slase Inc, NO WB 0.10 Hood(M) 3.14 11 We Na BCDL 10.0 Code FSC2014P7P12007 WWx-MSH Weight:1131b FT=20% LUMBER- BMCING TOPCHORD 914 SP No.2 TOPCHORD Structural vocal sM1eaiHtg hely applled o1e-00 oc puNins, BOT CHORD 2x4 SP No.2 except and velgcala. WEBS 2x4 SP No.2'EreaPF BOT CHORD Rigid Idling diredlyapplise or 1P00 m thadog. 2-7:WSPNO.ID WEBS T-Brace: WSPNo.2-38 OTHERS 2x4 SP No.2 Fasten(2X) T and braces to nartow edge d web wah 10tl (0.131SGf)"Is,On o.c.,vgh An minimum end distance. Breve must cover 90%d viae length. REACTIONS. gluaize) 10=59403-0,11=861A139 Mex Hort 10=215(LC 12) Maz Uplift 10=196(LC 12),11=366(LC 9) Max Gmv 10=530(LC 1),11=AB(LC 19) FOMES. (lb)-Malo.Cmp.R Ten..Mfames250(lb)alessax lv nshl . WEBS 4{-21]26] NOTES 1)Win:ASCE 7-10;VUO=13Dmph(3-second gust)Vaad=101mph;TGDL=4.2pe1;BCDL�.Opal;M145f1;"5f1;1.348;save-SIB;Cat. II;Erg C;End.,GCO-b.18;MFRS Pilmod neg and C-C EX10m0q2)-2814 to 0-11-2,Trail 0 11 21*5-3,3,Edemaf2)5S3 to 982 zone; mactlolre atwwo;Lumber DOL-1r60 ht Plate lato grip end vedicel Ie8 an dgM egased;C-C tar members and fortes 8 MWFRG for DOL=1.60 2)Provide ss has been e tl design t0 prevent water palm c. 3)ThisMassM1a9 beenn designed fora 10.0 psi bottom 20 cllottl Me load ornc herd in t vnm artyhers aother 1re tangle 4)'This Messan been omch tlfora Ian lead of ainlan1onthe CDIL dwtd in all areas Wwrear¢t,Mlgle"0 Tell by 2-0-0wide will fit Mariam the 0,11 c card and airy otter mainland,villi ANSVT 00pd. 5)Bandag at Ibunfin tT 11 mnsitlee parallelmgrdn value using ANSVFPI1 argue to grein lormula. Building designer should verlry Turns"iof bearing suNace. 6)PO-title mechanical connection(by otM1ere)of tiles to bearing plate capable of wllM1sianitg 100 to up181 at Idnt(s)except Qidb) 10=196 n other M ]) nger(s)or other . Thedlengn/mA ti sM1OI be provided ion dens to supped responsibility Ions)370 lb down an 2121b up at 10.8-4 on tap chord The neat and of racM1 for Miss phedevn(n Is Me f Me c ibiliry of others. 8)Warning:Additional permanent antl stadlity bracing for tees eyalem(not part of MIs component design)Is always requlretl. LOAD CASES) Standard 1)Dead+Roof Uve(belencedf:Weber Inorense=1.25,Plate Increase-1.25 Uniform Loads(PIT) Vert:1-2=54,2-3=54,34=54,59=-20 Condemned Loads(Ib) Vert:4-�t0 Q WA.aNWg Vxay CVlpn p.r.n,elan ani aEIO MORAON iMSRNOWaIUOEO MnEN aEFEPAHCE pI DEWl1Am.Ia0.YMla BEEONE U" 0.lisf Vdkl la de aIN Hca WNemcun,ectas.Pk�N+N"dn klwstl oNY uf++n R a,mlers9wwn.md 5la m YW WAxf Wltlap canPN�ant trot Ws aY.lem.Pelda v¢.Ire In W 1p am5lnx,rvci vMN ire tP[YcttllN cl Uss4e p�anelan atl P�ID6IY Y,rnmlala M tivu'I atlo tie Duval WRgtleYal.W lglltll:aleOtrogBYMtI YJapaPtlMTtl MAwebaWolctvtlm&MTSMv.At'dlxxvE 6mFUW aM@ma'anidm6g I(' bawaW,epMedbAYiXYm'N to peasnlcNlgMJ Wa,W,MSe Pasxxl kMaYTd poG✓UNhan�s.Pot OWwmlgNdawalawdry ab Ins. F16e nNa. rmmawn vawe.venelv.Ae<xonmdl�eoll�a,a,o mlv mtamc:ealxwlntawNcm.ne.pawe veva mecmwll.n n ro o yMy NgmyWll wddABxpn fns T.ecaFMle MIMe.21a N.lee sxm1.91RJ12.NBvwM VRYl]I4. Jori L Russ Trust Type Oty Pty ryverdde Homes/Ber0.Nmm/JK T10]4PO4 iJ1]0039 DOSA Plgayback Eece 1 1 Job Relelellce o Bon K ManNlg&Aldilg Supplies, JNWwMIN,FL 8.010c Apr 202016MTeklnduam ,Im. Tue Mer 28 t3:48:W 2pL vagal IO:g3 OgGue)NMJN91o5TlMCZVeGeJCIBCys9MG ca26WUe)b4EG]HIKIBgWOZGXGMZWOeC 1bo @OO M Na 180 r, 10- tp0 eTYe A RS9 tS 3-1d utd 1 stele-159.1 7 DO 12 9 a 5V6= 2 to 11 Sal_ d x4= aN 64 2e n d tae- rr SM II 13 f2 firri 8 5 154 II 1S It 1&411 11411 4°p6wt�T`ia z. I -z:Is I��o aiee I PlardsOffsai 12041-00-&411 '0. -80391 LOADING(Iqi) SPA 240 C81. DEFL. in gai Wlell LPo PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TG O.BB Vert(LL) -0.03 &e 0999 240 MT20 244/180 TCDL ).0 Hunter DOL 1.25 BG 0.30 Vert(TL) -0.06 &e X999 180 BCa 0.0 - Rep Stress Ina NO WB 0.33 Horz(TL) -0.M 17 Na ore BCDL 10.0 Code FBC2014/rP12oft MssMx-MBH Weight 11516 FT=20% IUNGEfl- GRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structure mod shea9glg directly applied or 6-0-0oc purlins, BOT CHORD 2x4 SP No.2 except and velttcals. WEBS 2x4 SP No.2'Exci BOTCHORD Rigid calling dire AlFapphedor 10g-Oeabladng, Except: 2-1324 SP No.1D 6-0-0oc bed':&6. OTHERS 2x4 SP No.2 REACTIONS. halt 16=5361030,1]=681A)-33 Max Hoe 16=215(LC 12) Mex Uplift 16-196(LG 12),1]-36fi 9) Merz Gley 16=530(LC 1),17=](14(11019) FORCES. (Ib)-Mali G ftr Wax.Ten.-All fomes 250(Ib)or less except Men shown. WEBS 4.9=-2144!65 NOTES 1)UnbNenced root live losses have been catenated la NIs design. 2)WIM:ASCE]-10;Vult=130mph(3-s c d goat)Vasd=101mph:TCDL=4.2{ f;BCDL=3.Opsl;h=25X:&15ft L14M1;aww=4fl:Cat. 11;call,C;End..GCp=0.18;MW ERS(aireceolhsg and C-G Extedog2)-2414 to 0-11-2,Interla(1)0-11-2 to 533,ENalor(2)533 to&&2 zone;cantilever left elxl dgb exposed:and vartical aft add right axposad;C-C for members and brava&NWFR51or reacnens shown;Lumber DOL=1.00 pate grip DOL=1.60 3)ProWde adequara drainage to prevent water polling. 4)This Buss uses been designed la a 10.0 pet When add Me load doncollalnent M01 arty other live bark. 5)'This Inks has been designed fora live lead of 20.01s11 on the bottom chord in NI Owes,MOM a hadengle 33-0 tall by 2-g0 wi will fit between toe botbm chord and aIy other members,MM BCDL=40.0psl. 6)Beefing at)OMt(S)16,1]consitlem p rWiel b grain value loving ANSl11P11 aWle b grain brmda. Bu001ng deslgnarsuouldverily capacity of bearing surface. T)Pmvitls mechanical connection My others)of three to bearing plate capable of withstanding 1001b uPIItt at Joint(s)except(jt=b) 16=198,1)-366. 8)Hangers)or other annectiou devldch)shell be provided sullident to support concentrated Oad(s)370 b down and!212 to up at 10&4 on by dlMd. The dssigntsdedlon of such connection devlcep)is the resporwlblllty of others. LOAD CASE(S) Standard 1)Dead+Roof Uva(balanced):Lumber Ixresse=l 25,Plate Increase=1.25 Udfohm Loads(pit) Ve11:1-2-54,2-3-54,3M-54,12-13-20,&10=-20,53-20 Concentrated Loads(ID) Vet.4=-310 Q WIaXWe-VeYy tlWpi Pelwl�lYf eIW aFAe NOIEa aI II44INa ML UOEaYu+w�NREx aYFa4NCE Pxeaarc]klw I )4JJ m'.1P9YNIa aEi011E USE AHI WN Iw ve dYY wlln Mlla}9am+elw.c II@tlesb'I k WmtleNWamele¢Amvn. b m YVANNWI Wpg cwnVttlenl,ml M1Wssy51em.0elwalw.u-.'s,deLLq rnal-rly u-o{ oofiy.' Yp1-1-1--1"I'll hv1o1e Ink tle].}'Jnb II I-r. Gtldlq tla4T.BmIIglnMcalMklo gevall WCWhq MIWNYAwl inmwe0 ad/w dwlJ memCe aYy. MSpwn�l Mnlx+laya'A rgnmcnl Ga^Jlp MITOIC t]11TtivwkN:anlyl�e[MpealnrtpuaWX9amis.m1dyo NWO'e.XemiltollomPaeflMvMume eYca¢dIlllgulveo,1RlemNq.l%e1VMe4SO1-eeI.i'9ry^1l1ex maae1Rmx,YNaea'Aa51Me'hn 1Yl dy" one"aca,oMp-ekC4A nwalion,.,-aenen _ _iPo4 PNe SEW10B Nh VAY111 11 . -- Job Tri Trus Type Off Ply Feereide Homes l 9ai/JK 0]4J)05 J170030 D06 Rgpyback Base 1 1 Job ReferehIa (aWva0 Mendlg ahpeBril6hp Supplies, Jessamine,FL 8.0Ag202n sMlTekndunes,lro. Tua My2013: 201] Page1 ID:p3_OgGue)NMINpfoSfoSxHGCZYBGa JCI BCysBMC_ce26WU0)D4EGA3MwBnOa0zCXGnIZWOOC oat Elnr �- cu Oces-1521 SID= 1 E0 12 14 Is m=1z 2 q 1 11 as.- -,a x4_10 ax4= ] 6 5 I 3m- 1.5x4 I oW I Plate OBeeM IXY)- R'ObJ 0.0.41 I1'0-1-80391 LOADING(yet) 6PACN6 27 CSI. DEFL. In (bc) lNell Uri PLATES GRIP TCU- 20.0 Plan Ghg DOL 1.25 TC 0.50 Vet(LL) -0.03 56 989 210 NTM 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.32 Vei -0.08 58 X999 100 BULL 0.0 ' Rep Stress Inv NO WB 0.41 Horz(TL) -0.14 11 ree pra BCDL 10.0 Code FBC2014 PI2007 Manx-MSH Vill 111 IS FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Stmclurel mad shenMng already applled or 50.0 oc W rliu, BOT CHORD 2x4 SP N0.2 except and venards. WEBS 214 SP N0.2'Except BOT CHORD Rigid adding directlyapplied or 100.0 W pmdng. 2-7:34SPNoi WEBS TBrau: 2x1 SP No.2-36 OTHERS 2x4 SP Rol Fasten(2l() T and I Warns n haroN edge d 11eb eta 10d (0.131'413)nails,61n o.a,etM Sin minimum end distance. empe must cover 0%of web Iffli REACTIONS. diesize) 10=438830,11=673/033 Max Hog 10=188(LC 9) Max Uplift 10=120(LC 12),11=363(LC 9) MBx Gh.10 1),11=751'(LC 19) FORCES. (n) Max.DOmpAAaa,Ten.-All forces 250(lb)or lass expend wfien down. WEBS 4-6-221R71 NOTES 1)Wind:ASCE 7-10;VUIU130mph(3-e8Cond gut)Vas?=101 mph;TCDLA.2p°f;BCDL-iSaaC h=25fl;BJSft;L-248:e°vedX;Cat. ll;EW C;End.,Gi8;MWFRS(dlredional)and 0-C Eded0r(2)-0814 to 2,5 2,samor(1)2-52 to 533,Extedor(2)53-3 to 86.2 zone;canmever Int and dgM Somali and verpoal left vrd hght.Iosad;C-C for members and forces 8 MFRS for ueactivs sham;Lumber DOL1.60 plate grip D0L=1.60 2)Provide adaaune drainage to pase lester pmdntg. 3)This lass has been resignetl for a 10.0 pal bottom thorn live load mncorwunent win awry other live loads. 4)'This truss has Seem laughed for a It.lutl of 20.Dnel on the botlem chum In all are.wtrele a fact 38 WI try 2-0-0Wde sub fit Irelesen me bomen Gerd and arty Whet members,with BCDL=10.Opsf. 5)Bearing at lolins)10,11 considers paranal M Salo value using ANSUTPI 1 angle to fired,formula Buildng deNgner should verity capacity of beenng surface. 6)Provide mech.irel connection(by appear)of three to bearing plate capame of wftlsstardllg 1001b uplift at IWnt(s)except QW]d 10-120,11=383. 7)Henri or Other connection devices)shell be pmvlded sufficient to suppon concentrated losd(s)370 to dawn and 21210 up at 10-64 on top chum. The dedglieelecpon of such con recon devices)Is the responsibility of others. 8)Waring:Addaional pe cram ent and stability bmdng for true system(not pal of cols component design)Is always reached. LOAD CASE(S) Standard 1)Dead♦Roof Use(bdanced):Lumbar Inamere .25,Plate Incre.e=1.25 Uniform Loads(pit) Vert:1 2=5q 23=-54,3 4-54,5-7=-20 Concentrated Loads(Ib) Ven:4_310 Q 1yIgpNl.WeE 717.771.7777777 EPE4O NerEe Pw IIXe RNe MLLWEe NrEx aEFENPHCE FIOEMN)arsm.Ia0.Y10r6BEFOPEUEE. Wd(a ace MY WT AtllekPaomedws. 71. kt¢W aYYurNm Mim�erxrt1 adkdorm MNN1 Weep , int Lrapd9m.brae l.IlndYdtpW{xnrmut vMN11¢4FecrLYN oldepg�-7-17`77-11-.71-7-7-S., lanelenml WUValvhunWmlexW0. cm,ffr veal 1' hJOlpdBtlar.9OcMnd,prodrifuneventha MrpofkvlA9F1hr6..' Ulvamant9a.,Mldbvxl 'tau Mmon-hre¢InJ R• i Mwq+reale]bsWilyaMbpewnf[mX�awlmpmLW�wWkyryagpcewNdUnlo�. fes Wreed'upprparepamdrpthe NW Portr EW&va. mcellor.dwdoe.dNN.ay.ar«xomada«N a Im®SrMtmaxwlemt feaNMWMt awcn.a.pnawaaxx NeroaarwerwM ewN a4tmmaNn aelmle nim tnffi aline mnrne.z1a n.Le.s�reaf,axle adz.Ne.a,ab.vA nail. rare..a aNt0 Job r Trl33s T.Type Ory ayRramilde Homer/9enchon lJa nwn7e3 .J170030 DW Plifgybedc Base I I Jab Refs... - _ aIN MMmlg BdNlrg Supplies, Jabamile,FL 001p 0216MT9Ktr & ua Mm2813:4 :102d7Pagel ID:B3OgGpNMNglHCYG -nOZQIMN6TCM112reRppt_NbCaHpJ5zWO88 1WA 533 109H NT4 533 S.BE I i SM= SrW=133] &8= 7.E0 t2 3 12 13 1 11 sm= 0 12 See=e11 e 4 S T 6 5 = ylq= 36 11 411 1565 6x0 Plate OBseb OCYF- 12-034O� I13P230.2-11 LOADING H-0 SPACING- 2-0-0 CSI. DER. th floc) Udefl W PLATES GRIP TCl1 20.0 Plate Gap DOL 1.25 TC 1.00 Vem(LL) -0.03 53 s999 240 Ml20 2"190 TCDL 7..0 Umber DOL 1.25 BC 0.33 Ven(TL) 0.06 " s999 160 BOLL 0.0 Rep Saws mor NO WB 0.36 1brz(TL) 0.21 5 We Ne BCDL 10.0 Code FBCM1ATPi2007 Mata.-MSH W.fight,10511p FT=20°.: LUMBER- BRACING TOPCHORD 2x4 SP Nag TOP CHORD Slluctund wood shushng dreclhritib ied or&0-0 oc purlins, BOT CHORD 2x4 SP Nag .,am and vericall WEBS 2x4 SP No.2•Euspt• SOTCHORD Rigid cohng directly appeal 160-0 m bracing. 4-5:MSP No.2,2-7:2X4 SP N0.1D WEN T-Brace: 2WSPN0.2 4-5,38 OTHERS 2x4 SP Nat Fasten(2)Q T and I bracer to narrow edged web wars 10d (0.131•x3')nags,Gir o,n,with 31n minimum end distance. Brace must cover soar,0 web length. REACTIONS. glvslm) 5=700/03-0.&117/0.3-0 Max Horz 9=413(1011) Mall Upmft 5=-359(LC 9),9-172(LC 12) Max Gmy i (LC 19),97123(LC 17) FORCES. (ID)-Maw.Comp.Mtex.Ten.-All times 250(IDI or lees except vmen sM1own. TOP CHORD 23=-363/325,3-4 3 0,4-5=-6851522 WEBS 33_351A)77,43=18&258,24_-214278 NOTES- 1)Wind:ASCE 7-1Q Vd1-130mph S( second gue11 Vaed=101 mph;TCD"2edl BCD13.0pst h=25ft;B> t 124ft;aawa�- ft;Cat. 11;EV C;bwl.,GCp1b.18;MFRS(directional)and C-C EVariog21-0-0-14 to 2 7 2,Interior(1)2-7-2 to 533,Exterlor(2)S33 to 93-2 mire;cantilever left and night egrosed;end vertical left and right aspose G-C for members ant fold 61.M/FRS for reactions shown;Lumber 0011.80 plate gnp DOL-1.60 2)Provide adequate manage to prevent water pondbg. 3)TNS VMS has bean desigrced for a 100 pg human chord live bad rwrwonweem with any other live bads. 4)•This tiara has Dean designed for a live load of 200psf on the bottom chord In all areas where a reclengl,380 rail by2-0-0wide will f11 bomeen the bottom choro and any other members,with BCDL=10.Ops1. 5)Real at lolnt(s)9 conceders parallel to grain value Irving ANSVTPI 1 smile to green formula. Building designer should verity caped y of bearing sunace. el Provide medhanlcal com.U.n(by others)of true.to bearing Plate capade of althi aMeg 100 to uplift W Jointly except 0t=b) 5-359,9=172. 7)Hangers)or other connection device(s)shall b r Incanted sufficient to sul concentrated lcad(s)370 to down and 212 to up at 10-1c12 on lop choro. The desiMn lection of sunt mo tiW d ICa(s)Is the responsiWlityof OtMM, 8)Waning:Additional permanent and stability bredng fortmes system(not pad of this component dawghp Is always required. LOAD CASSIS) Standard 1)Dead a Root Liber(balanced$Lumber I..ase=125,Plate bsreaee=1.25 random Loads Hi Vel 1-2=-54,2-3=-54,34=-54,5- =20 Concentrated Loads pin) Vert 4-310 QL•pNPp.Y�4aw}h/ww�M EaNOTEa a MIIEN TJrn 1a0YNIa BEWRE U9E OafylWpKK aiYWM Mlekfl If6Ve� kr. h h. 1 Yr9W'ul[uYdlhgmmnawnVwl �Vmedook.Belweme.11w[ Y[YCI aef3 hrsl alN ll . Y 'dlry l leayn pa . .-a µ .kY Mwl*'w1a TkWghnhlolMovand . aoxghgk lr.I. �et,I-.at1owa„a.h�w� a l hdmo� aY�ceM� tM dm, MiTek' kalwap heeled MadLW aN to INevenicW9 'ullS lwabe pemhnl hpY u�paceMdw4ly.I QEx,rvr,f&Mh¢e regU tq tlIv sweemem qie�arery.a...'w.pol llhmvsaM lllmiydemi'�eN9/RIIOWIMnIIaIFh.aa6W ant aCL WM4g Compcn4nl .BWPeM sal eflMy IIMmaXah w�kkaehom InmmRale InMMe.'11e N lee Shevl.9ale JI2.Ab�nvhkt VAY[JII. ienpe FL 33x10 Job # Tnaa Theses TypeOIY Ply tiv thele Homes/BerICIlon/JK T10]4PB] J1171)(30 E01 Sts. 1 1 Jab Re a encs to eonail Marring Building SLpplles. Jaluorrrilk,FIL e.OtOSApr 202016 MITek lmdshies,Inc. Tue Mar 2B 13:48:11201] Paget ID.g3_04GUe7&MJNgfoSL ZY6Ga-Fa9metPupEKPMGUc2B3elMbm531JcdORW084YYWOBA zav [<.o eaz wa za.0 zn.z z+.z zan4 aaa= sub=I me zea 52 a 25. 12 9 �. 2 aa. 11 1E maw 6 1 9 ] A 5 a[4 `n Bde 12 8 10 LSM 1SM II c as 2414 O1.11. t 4 o++z PIeK OftseU(XVF- 15'0400-091 LOADING,(Pan PACING 2-0-0 C9. OEFL In god) Weft 1/tl PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.1] Vm(LL) -0.01 8 >999 240 MT20 24U190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Veg(TL) -0.02 8 >999 183 BCLL 0.0 ' Rap Stress Ina NO WB 0.10 Ha[(TL) 0.02 6 We Na BCOL 10.0 Code FBCINMNPI2007 Malm,MSH Weight a Up FT=20°.6 LUMBER- BRACING TOPCHORD Sort SP No.2 TOP CHORD SimLwral wood SNealNhg direNy added a 6-IM to potline, GOT CHORD gas SP No.2 except ant verticab. WEBS 2x4 SP No.2 GOT CHORD Rigid calling dimcgyapplled or 9-11-5 m bMdrg. REACTIONS. )Iblsaa) 10=55]@3-8,6=557N" Max Hoot 10=-185(L010) Max Uplift 1R-200(LC 12),6-rM0(LC 12) Max 0.10=5660-C 19),6=56](LC 17) FORCES. jib)-Was.ComplMar.Taft.-All forces 250(Ib)or fess except M.sfwwn. TOPCHORD 1-1 Le63W328,56=3401348,1-2=550'3J8.2-3-(KNV393,3 -NHV396, 4-5=495255 BOT CHORD S-9-356+590,]-8-309/536 WEBS 341-269/401,4]=46&2975-]=-2]]/524,2-9-4005226.1-9=-210145] NOTES 1)Unbalanced mot live Image have been considered for Mie design. 2)Wtrtl:ASCE 7-10;VUIh=l"ph(3-second glen Vasd=101 mph,TGOIv1.2pet BCDL=3.Opsf;1t2511{B-4511t.1-2411;eaNe=4R Car. IC Rip C;End.,GCp=0.18;MifFRS filtrations)and C-C Ealaror(2)41-12 to 3.1-12,IrBedoRf)3.1-12 to 444.Extedor(2)44-0 to]4-0mn%cantilever left what gilt exposed;end verbal lettant right m mpW;C-C ler members and forces&NWFRS for reactions shown;Lumber DOL=1.60 Pale grip DOL=1.60 3)This truss has been designed for a 10.0 pef bottom clurd In load nonconanent xitl any oMer INe bade. 4)-This hue,has been designed for a HIM load of 20-0pe1 on Me boban chord in an ares afiera a rectangle 380 tell by2-0-0wide MII at between the blimp otord and arty other members. 5)Bearing at ldnt(s)10,6 considers paralfal to grain value sing ANSUTPI 1 angle to grain formula Building desipMr should verily capealry of bearing sugaoe. 6)Provoke mechanical connection(byotera)of trips to bearing plate capable of wg ameng g 1W Ill uplift at joint(s)except gtdb) 10=200,6= LOAD CASE(S) Standard 1)Dead E Roof Uva(balanced):Win bar Increase=1.25,Plate Increase 25 Unborn Loads(pin Vert:6-10-20,6-8=-20.1-3=-113,3 5=-113 Aw4aNN6 VxNyavlenpxanwrx[m4aEda NOiEa ON]NISaMO AYCLVOEe NNEN aEfEaINLE PR4ENF]I71 m.160.YN1a9EEaaEVSE _■■ �y[xa+W uw MY atM Mtl+V9aonttrcWz.Itlntletl�almAaJYurnn polars+asiMrvnr aitlsla mMgWLW YUMdrylcmWk'nl.ro+ ��M min[sys+em.Mlw m.11'e Ml�gtl �er wheel valN lin Wi`IICWi'IY oldahg�Wor+eleaab PWs+IYY+corvaM aadee�lnlo llw owrWl Ialhpdemr+ BTlghtAcoledk M1�l�ra+'w+hlvcl0•p orMMMtl lnmweDON'InclvW mermC9[aaY.AmIM✓YldnnaW abl�a++nM�'r,+ln«ay MiTeK k Wean+6(rletllerOQlMmalopeLenicdltxNa WIIW�FeI[Me"JYV[Y melxwwNounwo. ra0amwd gaace+epaW sow Pen.Ee[+aMa ' Ndlcalkrt MUWa.(IdrrerY.aecYm UM ha:hgolln�rOM Mm Mlem,wB[X9/MI OW9NMwIo.UMde aq eCLMYgCnrVur[r1 �Lee6+m ' yEMy Wpn+alon a.W11s hwm trim RVle YMIMa.RIBN.lee Shael.AMe11,TbxaMa VRYle11. Jos Tluas T.Type Ory Ply Rvednide Homos/Berichm l JK T10l4Tlee J110030 E02 Sti56IX 6 1 Job Pel a Manning Building Supplies, JexymN111e,FL 8.01US Aq 202016 MTa[IMlsttla6,Inc. Tire Merz0 fl:46d22BiT 'regei ID:g3_0,O . MMJNgro HbC Y6Oa-InIK9_ult]M V16AGBIfwJN5NiL5cS1Amw0_zWp30 4eo eao 4 Z. 440 - ax4= 3raH=1 a6.1 00 ,z 2 8 0 10 36 C Ada' 3 , are Id I bv4 s S II s4a I aaa - ll 449 4w Plate OIIaAs(X.Y)- [3,0A0,0-0-01 LOADINB 1pa0 SPACING- 2A0 M. DEFL. n 11oc) Udell IM PLATES GRIP TCLL 20.0 Plate Grp OOL 1.25 TO 0.32 Veo(LL) -0.02 45 X999 240 Pahl 24W190 TGDL ]0 Lumber DOL 1.25 BC 0.23 Ve4(TL) -0.05 45 >909 180 BOLL 0.0 ' Rep Slless unix YES WB 0.05 Horz(TL) 0.01 4 We We BCOL 10.0 Code FHG2014?PI2007 Mem-MBH Weight:541b FT=20% LUMBER, BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing drectt),applied or 6A0 ac pudlns, BOT CHORD 2x4 SP No.2 except wd vertical WEBS 2x4 SP No.2 BOT CHORD Rigid dili,g drectly applied or l(n0}0 cc brspnp. REACTIONS. (lblslze) 6=310Po3-8,4=31dp3E Merz Hors 8=-201(LC 10) Mex UPIIX 6=-111(LC 12),4-1 T1ILC 12) FORCES. (b) Mex.CompMaX Ten.-ATI fomes 250(fbl or less except when shown. TOP CHORD 1-2,358223,23=55&221,1E=-32&21K.3-0=34]f236 WEBS 35=-1T2I300 wi 1)Ufbaanced roof live balk have boon considered for 1Ms design. 2)Wind ASCE 7-1Q VUR l30mph(3-second gust)Vasd=101 mph;TCDL�.2F¢f;BCDL�Dpef;11=25X;B�SfI;L-24X;a rve--l";Cat. Il;Exp C;Encl.,GCpi-0.16;MFRS(directional)and C Extedor(2)0-1-12 W 3-1-12,Illted0R1)3�1-12 to 4-4-0,Exharld2)440 to]d-0 zone;centlever left And fight exposed;end vertical bX and fight excel for members and forces 8 MFRS for reacllmis an.,Lumber DObt60 plate grip DOt=1.80 3)Th[d truss had been designed for a 1 D pat hotter chord live Wit mnwrc+.t MIh any other 11.badz. 4)-Tl btss hes been designed for a live bed of 20APd do Xie bottom chord in ell areas wfiere a rec"le 380 telt by 2-0O wide YAg iX befAeen me boXwn chord NM any obler members. 5)Beading at Jointly)6,4 comiders parallel to gran value udrg ANSVTPI 1 angle to gran formula. Building desigmr Mould verity cepedry echafin9sconce. 8)6=111. =111Mkal connection(by others)of imss m beeMg plate capable of withsdeMidg 11%1Ib upIIX at dht(y)except gL-Ib) 6=111,4=111. QIy.-yed,dia,cP/IYMlera m4 Palo..qI heR4NOYICL UOEO MIIEN NEFE .PA.tlJIx3 m.faPYA159EFOPEY9E Oehl.IMule.f.m"yeace av r—nSdz3y1k WsedorYYuwm waa�me ors 4Kwmad 6rM mIJMSrcl IMdpcwnpM'enl,rot 014 told].�.M,..in drawler murd N IM 4Mdx41N.1 claeonn"T-_.l—.w ,r-nonden$U;IMOReoVertll WtlgdexTa«rug hA- ded l:Xawewerl,d NFgaldxlM[Xn'Irlmwebm]/MCMxtlmen� Mv.�d1Y ildnl+�W mdl�ormon+nl laochg M eK hWa/areplMl brhtYlymllo pevendcdlgae MnloGenM+]FWYud q«erdYdMn�e. Id ger�ertlgllWx' reprtllg lM qF sats EM aM. ca,u sba2a,�Mee erxnm adbWrgo,Mmoem161m M1emc waYYV1VI1 yA Iy arXMp.Oea-0e uMaCAAtllpCerrlPuurlr Terrys.FL 9]610 Salty InlGmxalYn[M1v>klMe M1an ir�RTe MINIe.41e M lee Secal.L6a312 NevaMh VPY131 Job T. Trus Type ON Ply Riseade Homes/Berkbon/JK Tlo]4ne9 J170030 G0t Hip Girder 2 1 abFair manning Building Supplies, Jekrone ,FL IDV3_OgG.MWjN-It. GCZY6Ga-B 12KN000121OH1_BXE4 iMbX4OcdmVF WO68 400 6R.0 12 Da Vii 2400 2-00 590 63-0 63-0 S&0 Suile=1 B 4zta= NAMED NAKED NAMED NAREO1'. 4zta= NAILED NAILED ii NNLEO LURED a 18 1i Ifi 1820 4 21 22 29 5 70 ,2 e e 2. 2E '$ a 21 2a ed , 44= 1w NAILED HAIRED Sze_ NAILED NAILED I se, Saeiel NAIIED fieri SpNM Sad 1209 1630 2440 6871 &3U Bard 599 Plate Often (XT') 120-0-9Ecoi[30-7A02-0115'0-7A0-2-0L IB'DO-9 Edp 118:6 -0 301 LOADING(Pi SPACING- 200 OR. DEFL. In (roc) Vdell W PLATES GRIP TCLL 20.0 Plate Dnp DOL 1.25 TG 0.92 Ved(LL) 0.18 73 >B96 240 W20Werg 24G190 TCDL ].0 Wmbel 1.25 Be On Ved(TL) -0al? " >902 led Bea OA ' Rep Stress Incr NO AS 0.52 Holz(R) 0.06 6 Ne rve BCDL 10.0 Cotle FBG2016RPI200] standsti l Wdg t:112 lb FT=20% LUMBER- BRACING - TOPCHORD 2x4 SP NP2'Except' TOPCHORD Structural wood sheathing directly applied 35;2x4 SP No.1O BOT CHORD Rigid cdling diledlyapplled or&3]oc trading. BOTCHORD 2x4 SP No,1D WEBS 2x4 SP Ni REACTIONS. (Ib/size) 6=160d0.5e,2=1693N-53 Max H..2=122(LC]) Max Uplift 6=4100(L0 8).2=41"LC 8) FORCES, (Ib)-Max Comp.Mtax.Ten.-All to.250(Ib)or less except Man Blown, TOPCHORD 2-3-2]09/1302.34=-3241/l7W,4-5=324lll7W.SE=-2nlM411 BOT CHORD 2-9=-10 532309,8P_-10542328,]-8=11612 3 0 0,6]=-113812322 WEBS 3-9 497,3-8=-625/1138,4-8=405/53658=-5211`10n,5-7=1171508 NOTES- 1)Unbdamwed roof Ilve Ioade have been considered Lor Nis design. 2)WIWJ:ASCE 7-1q Vu1P130mph(3-second gust)Vasd=101mph;TCDL-d.2psfl BCDL=3.0i h=25X{SAM 1a24ft;eava412I Cal. 11;Exp G;Encl„GCpi�.18;MFRS(dimmimsl);wn9le mr lei and night exposed;and verMal left and right exposed;Lumber DOL=1.60 plate grin DOL=1.60 3)Provide adequde dmares,to prevent wrier Widilg. 4)The truss has been assumetl far a 10.0 pst bottom thud this load noncollcunant Mh any other Ide loads. 5)'This Mass has been designed fora Ilve load at 200pst on Me bottom chord In d1 areas Mere a ranum,le 380 tall by2-0-0 aide Will fit bend en Me bodom chod mM any unfair members. e)Pavlde medonical connscdon(by otraii of muss to bearing date capable of wihetaMlrg 100 lb umin atjdins)except(t16) (111812-363. ])'NAILED'indicates 3M Ori(0.168'x3')or 2-12d(0.16613.25')ka-Mins.For more details rater to WTek's ST TOENAIL Dahill. 8)Hangers)or other connection devilw(s)shill be pmNded suftldent to support cowernmi loads)2W lb down and 76 lb up at 591 and 288 to down and 157 to up at 1834 on bomen chord The deagnisdecton of such connection device(s)is Me responsibility of others. 9)In Me LOAD CASE(S)section,bade appied to the lace of Me truss are noted as front(F)or back(B). LOAD CASES) Standard 1)Dead+Root Llve(balanced):Lumber Increase-1.25,Plate Inclaase=1.25 Un4orm Loetls(pit) Vert 1-3=54,3-9-54,5 -54,10-13—20 Comormuded Loads(Ib) Vem 3=-85(8)51:19=183(8)]=-22](8)16=-82(8)1]=-82(B)19-E2(B)21�82(B)22=E2(S)23—U(B)24=56(71) 25=-M(B)28-64(B)27-54(B)28=-54(B)29-54(13) A WI RNHa VVRyCWenpaam.nu.eM RFA0 aa7E40N 7Hw Alla UICLUOEa MIIEN REFENdMCE J4J] nUYN EFO besYjnw4]kx uw oNYMIHW.mrvedd5.IN5detlan 5lrxtloNY ulm pagneei5awn avl A✓ r . I. a �Aslna aslaerre n'¢WMgdel9w�muIVMN1he[{%nWn211NOI�lef4lFMmre asatlN Wa a tl51Y �' ii MiTek WdrUdadir.9aigXVlcWedk,opevenl l}M9dIItlYAdM aIm WeDa]/a clWdmemlvrsaYY - nu✓UI1 r Y 1 ,� lirtr.Rµl ktlwalere[911ed In fllRM�wrogevmlcdlaps MNlw%pxecertald H4V axf pcCedYdlaWo f UPl11orHA. it nw, v k Eesl eea. IgylCaMlSlolvye.adNeN.mapcnm]bu'aYl ollnmaolO M.a Mlenx.fwANH/MIGuyHCxMb.Pup a9and Ke WMN9Co pn.n irrp .F ]RIO pye(y YNymuXm aWtlYe Ywn Irw Mie pulMllo 119 N.Lce Slrce,.911e JIR.NomrdM.VA 2RJId Job T. Twe3 Type Dry PN Beverage Horse/Belicon/JK T10]4]990 J170030 ON Aft 2 1 Job Rel (optional) Marerg Building Slgplles, Jeksomille,FL a.01-s�.p1202016MITeklntlustries,I nHhjrdH_lF,3:46:14201] WO87 ID:g3 OgGue]BiMlN9laSZHOGrieGeg9r4FgwHBkcugp'RHIIjmmH_1fgyBoywl)UFOS1zWO8] 400 4-0A 744 1240 1&30 1 10 2 1411-02 M-00 240 001 31-0 ]-0 L30 430 L04 awe 1:43,6 4x]_ zoo 12 4.] u 48] II 5 2V 21 22 8 ] 4 Bm• ma o 6 y g 10 d 0 2 j 14 13 IR 11 10 2N II M]=M= 3e4= &4 II 9M ]did 169612 141112 TLO0 a-0d 31-0 prow 31-0 LOO PI OBsels fX V1 f2 OW Edo I 10.513 EOmL! '0+)Edgar I80<-]EMeI RO-S Ed 1196W Edeel LOAMNG(psi SPACING 280 CSI. DEFL. In (Imo) Vdell 1M PLATES GRIP TCLL 20.0 Plate Gnp DOL 4.25 TC 0.41 Ven(M -0.15 11-12 >999 240 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BG OJO Ven(IL) 4.3011-12 >84) 100 BCIL 0.0 ' Rep Stress lwr YES WB 0.19 HOILITL) O. 9 Na Ne BCDL 10.0 Cope FBG2014?P120O7 Whitt MSH AVic -0.1211-12 1018 380 Weigh:1411b FT=20% LUMBER- BRACING TOP CHORD 918 SP N0.2'Exoep' TOP CHORD Stmdurd mood parenting directly applied or4-24100 pudim. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 100-0oc bracing. BOTCHORD 918 SP No.1D WEBS 2x4 SP No.2 REACTIONS. (Waite) 2=1054/068,1h4KKA-S8 Max Hart 2=152(LO 11) Mu UPIM 2= 10](LC 12),9=-283(LC 12) Mex Grey 2=119](LC 18).9=1088(LC 19) FORCES. (M)-Max.CompWax Ten.-All tomes250(Ib)orless except WI1en shown. TOP CHORD 2-3=1843x585,3>=-1192/538,4-5=1381/533,SE=-1494/52],&]=13]fJ542, ] -1]91/549,e-9d889Ai22 BOT CHORD 2-14=-44]/1fi4B,12-14=44811853,11-12=030/1532,10-11=-4fi1/1fi05,9-10=4BN1803 WEBS L12=-4/fiS4,]-11=Rx888.312-32)/150,&11=308200 NOTES 1)WNalanaed rant live loatls have been Ponacant l for this design, 2)Wind ASCE]-10:Vdf=1301(3-second final Vasd=101mph;TCDL=4.$of;BCDL=3.0psf:h=2511;B-,158;L=24tt;eava=4f1;Cat. II;Exp C;Eh Q.,GCpib.18;MFRS(dracwonap and C-C Exledor(2)-2814 to PPG IMeoljl)OPO to 1-9-0,Etleor(2)7-9-0to 205-15,firm or(1)20-5-15102440 zone; vn(Mver left and right exyosed;era v alhail left azo 69M exposeC;C-C for mOmbam and forces&MFRS for prefer sown;Lumber DOL=1.80 plate grip DOL=1.80 3)Pmvitle adequate Cranage to prevent wale,poncing. 4)TMs truss hes been designed for a 10.0 Psf bottom cord live load nonconcuvent Whr any other live loads. 5)'This time hes been designed for a Ilve load of 20.0psf on the Whom cord In all areas where a mdargle 36-0 tall by 2-0-0 W de wfli fit between Bre ortom chord and ant Hwl mambem. 6)Bottom chord Ilye load(30.0 psi and additional bottom chord daed load(50 psi applied onlyto morn.11-12 7)PmWde medlanlcal cone ti0n(byothem)of tree t0 healing plate capable of w8h51arMinfi 100 to uplM at)dm(s)except gtdb) 2=40],9=283. 8)Attic mom cocked for 0380 delledion. Q WIMIWa.tae e4rleeWawrwt.,.a..ov rle51NO MClVOE01NER aFfFNINCE/IOEIM.W m.l.IeaVOMVSE peeen Wltl br n'oo yWm IAIeY®conne "s wWceaoi,Y[wevle y LLm Ma^e,ers Yawn.a K"ua YUNukMwl Marg cane—t,rot M1lra er.... oIeWOo -.1e ¢ ,01V odpnprl w 'n. Inbw MewamwYar 6tlwayre4YeO4v slatllllYaldb Wevenl ceX¢uf wllhq�atle N«v 1MwYaW pwemdmwea_ (Y wralP�ake mgal,Lq lha .4 PeM EM are' k vbMal A4evVe.WNerv.«ae4-naba«FylamusSmMl rwe,31Z Aw VAO3eMxb�DS\.nm]aeflaupnpeerMan.n, i.,"3M10 BWWy F1lpnWlwraMlA fi«n 1n4Pde M1Me.RIB N.ten Street 91b d12 Nmudllo.VFYLJIO. _. Job Truss Truss Type - Ory Ply Rivoreide Homosl ReromplJK T10]4]]91 J17663O G03 ATTIC 2 Z Job RdWdce o 'Orel MY11nryl Until,Supplies, Jeessini FL e.OtOS Apr 202016 MITeelM-se,Ira. Tua T.416 N17 Pagel ID:g3_OOGue]BiMJNgbSHWZY6 -OMPST"2MUaglOE'IJVWEMp XReuM8_4-JZW066 86p -09 2-0A ]dA Bd1-05 -0-0 14�Pa J 16dOd2 20192 24OD 9Pa ]-1d 1dP11 1 460 168 i 19-11 3D0 2Aed 693 6615 $We=1:408 Ser 5 20 21 22233 24 6 'Y.6 II 39 i 1Q110i 19 asIwo 11 6 00 12 3 Z 6 2 1 _ 10 13 12 11 10 tea ' _ .411 h] 14= 9N w= 3-101 i-Pt 1&1092 26192 24-00 3103 33L P 49-6 600 6100 ie OflseN IXYI R0.]12O115115A51464}OL 16'Od1d 0O-01 l9'0-]-120-i-151 LORDING(psi) SPACING 2-0-0 061. DEFL. In gw) Vde9 IM PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.38 Verl(LL) -0.1211-12 1988 240 KIM 200/190 TCDL ].0 Lumbar DOL 1.25 BC 0.4] VedQL) -02511-12 1999 180 Hill Bi GO Rep ST ass Incr NO WB 0.10 ms-dTL) 0.00 9 We Na BCDL 10.0 Cade FBC2014/TPI2007 Metrix-MSH "to -00611-12 1835 380 Weight 3141b 17:: 0 LUMBER, BRACING TOP CHORD 2x0 SP fill-Except' TOPCHORD Shrocard wootl sheathing directly applied.,3-10 oc W11Y1e. 1-3,84 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 100-0w beading. BOT CHORD 2x8 SP NoAD WEBS 20 SP No.2 REACTIONS. gbbi2e) 9=181&05-6,2=1904/!1-&8 Max Hort 2=183(LC 11) Max Uplm 9=432(LC 12),2=-5W(LC 12) Max Gray 9=2443(LC 19),2256(l 18) FORCES. (Ib)-Max.COmp.Mlax.Tart-All torose 2W(Ib)or Tess except when shown. TOPDHORD 2-3=4WRr1122,3J-�37/1050,4-5=4.41/IOM.Ste-3740/1005.6-7=4027/1059, ]-8=443OM06],&9=-05481115) BOTCHORD 2-14=-91&3963.12-14=91fi/3994,11-12=]83/3]92,10.11=-831CW10,410=932/3901 WEBS 412=-11/Mt,]-11=3Yi31,312=41Wi64,611=-3T&225 NOTES 1)2pytluss to be connected togdher WM 1 W(0.13113')mos W rollows: Top chartls wmeoted m idlOvs:2x0-t row at 1-00 w,2xa-2 rows steggered et 1-0-0.. Bottom chords wmected as Idioms:2x6-2 rows staffers]at 1-0-0 ob, Webs connected As fall.,2x4-1 row at 1-0-0 w. 2)All loads are considered equal applied to all plies,except if noted as Hort(F)or back(B)few in the LOAD CASE(S)section.Ply to ply concoctions have been provided to distribute only bads noted as(F)or(B),unless othetwiw Indicated. 3)Unbalanced!roof live loads have been considered far 8115 design, 4)Wind:ASCE]-10,Vult=lWmph(3 second gust)VBsd=101 man;TCDL-,,.dal BCDL�had;h=251t;B-15ft;-=Nff;ears=OM1;Cal. 11;Exp C;End.,G(ffpID.18.MW FRS foreordain)and C-C EMellor(2)-2-0.14 to 0.9-0,inte0or(1)69-0 to 9-9-0,Edelbr(2)9-9-0 to 1430,Inte,br(1)1&Sl5 to 24-0 0 mns;carellever left antl tight exposed:end whool haft and right aefaina ;C-C to members and Mmes 8 MFRS for reactions shown;Lumber DOIr1.60 plate gip D0L1.60 5)Protide adequate drainage to prevent water polming. 6)This truss has been resigned!fora 10.0 psi Bottom chord live load nonconcu Bart Ann any other live loads. ])-This truss has been deslyes!for a live load of 20.Opsi on the bottom choal In all areas where a molar le 341-0 tell by 2-0 0 wide mill fit between the bottom chord are any other members. 8)Bottom chord live load(30.0 psi)and additional bottom"M dead load(SD psi)applied only to room.11-12 9)Provide mechanical connection(by others)of imw to beating plate capable of withstanding 100 It,uplift of Idnt(s)except g=1b) 9=432,2=553. 10)Load crests)1,2,3,4,5.6.7.8,9,10,11,12,13,14,15,16,17,18.19.20,21,22,23,24,25 hesTave been mndlfied.Building designer mud review batls to verily that they are correct for the Intended use of this trm. 11)Rental or other conrwci on canal shall be provided sufficient to suppod concentrated loads)524 Ib down and 171 to up at 9-40,524 to down and l]t In up d 14-3-0,501 M down and 164 th up d 10 g-0,and 50116 tlown and 164 to up at 13-14,and 021 It,doom and 1381b up at 1141-4.n top cMrd. The assign selection of such connection decibels)Is the responsibility of Q W.4MIYp wmM14mYe FelmlWwe MREAp NOTEa Cm 1,®Y/0.NCLUpFOYIEI[efffMNCE om0uga1b1ydYBV3lnla MuceloreomlmY olllMn abYlMLLOlgcmd HwcMelrsm.Muit dveee]N(Flin6e.4a41M1ce2N,YINupMm p`iaUm�pnmlearsnMelawn U,.PadRPvJpEkW4WloellYtra:a.Pdeal l]mmHIda�hMdM�ltl=olM hcor vrnod WT3dexig.Ba JgevYalatlk to rxevent lucYxry olYVA4hW Innweliud/orcMdmamCaxarY A�IMrvS IemMary m.pennawnilwa Jq kW/�1�wa0Milywxylrvlbgewllcdlgee u4lh( aFeruldiWYm]MCM1V cbnMe. rw 9aM�d p3Nlce 1aglaVM 6rW Peb EM aMJ. 1MkalM iiaq]e.d&Nay.aeClmmlbach2 o111�REe online Mlomx re6V191/INIQNIy CIIIwIa.Ma99aM eCL&1bq Conpamnl Tenpe,FL Yi610 3dMy INelma4en aMd1e ken kis Rota Minta.RIa N,tae SReet SI@31R PlemltM VPRR311. Job T. Truss Type CRY Ply Riverade Honors l Seeded IA Ff T1 W4]]91 J1]OOA) GB3 ATPC 2 2 jo,Rel 1 11 Maringfiulldilg Slppl'es, Jalaomilla,FL B.OtOSApr 202016MITsklndusVies.er. TUe Ma12913:46:1629n P9ge2 IDg3-OqG.n,MJNgf.SZHWIY6G.-OMPSP"2Ml.,10E?JMEWWXR.UMB a JM(186 NOTE& 12)Airs room checked for J360 detection. LOW CASE(S) Standard 1)Dead+Root Lane(balanced):Whither Increase=1.25,Plate Increase=1.25 Undone Loads(pit) Ven:1-k-54,56.109,69=54,2-12=-20,1142=-30,9-11=-20 Concentrated Loads(Ib) Vert 5.3236-32321.3(923=-26024_--308 2)Octad+0.]5 Roof Live(balanced)+0.]5 AU Floor:Lumber Imrease=1.25,Plata Iwrease=l 25 Uniform Loads gill) Vena-5=44,56=-99,6-9.44,2-12-20,11-12=-75,411=-20 Concentrated!Loads(Ib) Von I:5-4M 6=<76 21—455 23=-363 24=-455 3)Deed+Unalrabllade Attic Without Storage:Lumber I.Resse=t25,Plate Increase=1.25 Un form Loads(pill) Ven:t-5=-14,5-8=89,&9=-14,2-18=i0,12-18=d0.11-12=2Q 11-16=-40,9-16-40 Concentrated Loads Vol Ven:S=-236 6=-236 21.225 23=190 24=225 4)Deer+06 OC Wird(Pos.Interned)Case 1:Lumber Increase-160.Plate Increase--1.60 UNfonn Loads gill) Ven:1-2=6],2-1741,5-17=32,5-6=10,8-2541,9-25=32,2-12=8,11-12=-12.9-1 I=-5 &25=48,9-2541 Concentrated Loads(lb) Von 5=1]06=1]0 21=163 23=13]24=1 fi3 5)Door+0.6 CG Wind(Poe.Internet)Case 2 Lurnber Increase=l 60,Plate Inorea h,=160 Undone Loads(ml) Von:1-2=25,2 19_32.51941,5�-10,6-26=32,9-26-41.2-12=-6,11-12=12,411=8 Hort 1-2=3$2-19=415-19=49,fi-26A1.8-2649 Colwentrated Loads Ob) Ven:5=1A)6=1]0 21=163 23=13]24=163 e)Dead+0.6 CL Wind(Nag.Internal)Case 1:Lumber Increase=1.60,Plate Increase=160 Undorm Loads(Mt) Von:1-2=18,2-5=-55,5{85,6-9=-55.2-12=20,11-12=3,911=-20 Ho¢1-2.33,2-541,&9=41 Concaimted Loads(ID) Vett 5=32]6.327 21=31323=-283 24=813 n Dead+0.6 CC Wind(Nag.Internal)Case 2:Lurnber Increase=1.60,Plate Incresse=1.60 Unfoel Loads(pit) Ven:1-2=47,2-5=55,58=-85,&9=55,2-12=-20.1142=30,9-11-20 Horz:1-2=33,2-441,fi-9—tl Concentrated Loads(Ib) Ved:5.327 6,3V 21.313 23.263 24--313 e)Dia d+0.6 MW FRS Wind(Pus.Internal)Left Weber Increase=1.60,Plate Increase=1.60 Unitolm Loads(plf) Ve21-2=30,2-5=10,5-20.10.&20=81,&d=rag 2-12=-8.11-12=42,9-11=L Ho21-2-39,2-5.18.6-9=-N Conalntrated Loads(lb) Ven:5=1]1 6=1]121=16423=136 24=164 9)Dead+0.6 MFRS Wind(Pos.Intoes))Right:Lumber Incraaas=1.60,Plate Increase-1 W they..Loads(pill) Vat:1-2=13,2-5=20,5-ffi-31,6-22-10,6-9=10,2-12=-6,11-12=-12,911.8 Horn 1-2-21,2-5.29,6-0=18 Oonoantreted Loads(lb) Veal:5=171 6=1]121=164 23=138 24=164 10)Dead!+0.6 MFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increassi Uniform Loads gill) Vert:1-2=-21,2-S -2g,5!70,6-9=-0.242.20,11-12=3,911=-20 H.1-2=7,2-5=15,6-9=14 Concentrated Leede(lb) Ven:Fz2126=21221=-20323.1]1 24--203 11)Ned+0.6 MFRS Wind(Nag.Internal)Right:Weber Increesa=l.e,Plate Increase=l 60 Untold Loads(pro Van:1-2=],2-5F-0,56=70.6.9=-29,2-1t -N,11-12.30,9-11.20 Hom 1-2.21,2-5_---14,6B—t5 Conshoun fed Loads db) Ven:5.212 6.212 21=-203 23=171 24=-203 12)Dead!+0.6 MFRS Wind(Pas.Internal)tat Parallel: -umber Increase=1.8,Plate Increase=l 60 Uniform Loads(pin Vert:1-2=53,2-5=33,66=-22 6-9d3,2-12=6,11 12-12.9-11.6 Hou:1-2=82 2-5.41,6-941 Caruentrated Loads(Ib) Vet:5=116 6=116 21=111 2.L-93 24=111 13)Dead+0.6 MFRS Wind(Pos.Internal)2nd Parallel:Lumbor Increase=160,Plate Increase=l 60 Unlro m Dada(Ill) Vert 1-2=38,25=18,S6_37,69=16,912=-6,11-12=12,31.6 Horz:1-2=47.25=-26,69-26 AWasomiG My MWrpmm�xE rntleE<O NOFE3 Pa IIII3'FHO MCLUGEGMnEN aEFEN.nNtt FR4EMNl<Am.nO0.VN16 aEF4aE U4E. µm oNtl( ��mW .1. INid9P Vul. L - 9nm k mMMd dlurtlkg can�¢nLrol Unim nl eer IrewwrgaeNj <I nnnk yyMt uln do r ereomar maolemamrpnnen.oveirn MITek W`Lp 0e5¢r.anlglvMc letll 1 INa Ilvk y IMHrM13.W mrnwM I MramemlwncNr.PMr4nx4 lemn"r-QY Wil FWrriurenraxrq etlw'Uq RPrralb dtlMnUMI (" IaHIW'PwIIh WW�nr ufd hkrYad PWeMtla'MY I B�nadB�ere9adrq Te sual Sl ad . .e. a rna I Me aMLus Mlem Mt®/IR I OMMYMxIU WE-09 m]aC9 MrMrGcue%nN bWhhrurrratlan avrl?Jeh I IntlM .RIONLex Shael.elled1201evaMb VPZ!]e imp FL 1.rI '. Jep T1uee T.Type OIY RY Rivaoade Homes I Bel/JK T1074MI IJ17MM 003 AMC 2 2 Job R f I) Marcam Bulltlleg South", Jaieon ille,FL s s apr eU colo MI I e.,numu-.1- IW Mer.814 Ion 2017 PW9 ID:93_OgGu n'WN91oSZHb0ZY6Ga-eMPSTI-112MIZe910E?J UUWO(Rsl a_JZWOeb LOAD CASE(S) Standard! Comentraled Loads(Ib) Ven:5d1 651 21=49 23=41 24=49 14)Dead,oft MW FRS WIM(Neg.Intense)tet Parallel:tamper Increase--1.60,Rifle Increa1-1.60 Un(folm Loads(01) Ven:1-2-8,2-5=15,5-6=-70,6-9=15,2-12-20.11-12=W.911=-20 Hort:1-2=E,2-E1,6-9=-1 Comentuded Loads pb) Ven:5-181 6-181 21 1ln 23=-146 24-173 15)Deed!+0.6 MW FRS WIM(Nag.Intemall 2d Perella:Lumber Imrmse=l.W,Plate Increase=l.W Unit.Loads(pip Ved:1-2-8,2-5-15,5-6-70,&9-15,2-12=-20,11-11-W.9 1 t--20 Hort:12=E,2-5=1,6,9-1 Concentrated Loans(Io) Ven5-181 6=-181 21-173 23=-14624-173 16)Dead+ARlc HCon Lumbor Increaser.W,Rare Increase=100 Unit.Wads(plp Van:t-5=-14,5EE9,6-9=14,2-12-20,11-12=W,9.11-20 ConcerltMte l Wads(to) Van 5-4106=41021=-M233302e--M 17)Deed Lumber IncNese=l.W,Plate Inaeese=l.W UMmm Loads dRp Ven:1-5=44,SEES,6-9=14,2-12-20,11-12_W,9-11-20 Concentrated Loads(Ib) Ven:E1106-41021=-39323-33024N93 18)Dead+0.75 Roof Live dome.)+0.75 ABic Rwr+0.75(0.6 MFRS WIM(Neg.Int)left):tamper Illcresse=l.W,Rate Increase=l BO Uniform Loads(,Ip Ven:1-2=-49,2-5-55,56=4 co.61-34,272=-20,11-12=75,9-11=20 Ho¢1-2d,2-5=11,&9=10 Gomentrated Wads(Io) Van:5-5246=52421=50123-421 20.Wn 19)Dead+0.75 Roof Live poet.)+0.75 AMC Floor+0.75(0.6 MFRS WIM(Neg.IN)RIgMI:Lumber Mcrbase=l.W,Plate bwrea5e=1 60 Unllolm Loads(NO Vert 1-2-26,2-5=34,5-0-100."--55.2 12-20,11-12-75,9-11=20 Hon:t-y-16,2-5=10,6-9-11 Concentrated Loads pb) Vert:5=-524 6=-524 21-50123-42124-Wl 20)Dead+O.75 Roof LNe(bal.)+0.75 Aft Floor+0.75(0.6 MFRS Wind(Nag.IN)1st Pandlep:Lumber Increase=l 60,Plate Incraess1 W M(Nol Loads(Pip Van:1-2_39,2-5=-45,54-1 W,&9-0.5,2-12-20,1142=-75,9-11=20 Hon:1-2=-5,2-5=1,6-9=1 Concerl8and Loads pp Ven:S=-SW E-600 21-479 21-40324-479 21)Deed+0.75 Roof Uve(001.)+0.75 AMC Floor+0.75(0.6 MFRS Wind!(Nag.IN)2M Pareliep:Wmper Increase=1.60,Meta Increase=1.60 Unilonn Loads(pit) Vena-2-3$2-E45,5 100,6-"6.2-12-20.11 12-75.9.11=-20 Ho¢1-2-5,2-5=1,6-9=-1 Comenbated Loads(Io) Vert:5-500 6-500 2"79 23-40324=479 22) tat Dead+Roof Dve(unpalencedl:LMnpar Increese=l 25,Plate Increese=1.25 Unlbrtn Loads('I1) Volt.t-5=54,6E-109,6.9=-14,2-12=20,1142=-30,9.11=-20 CCmemrated Loads(lb) Ven:5=-3236-32321-309?a=-260 24--309 23)21d Dead+Root Live(unbalanced):1-tapper Inctease=1.25.Prete Imrsase=1.25 Unlfolm Loads(,to Vet:1-5-14,5E-109,&9-54,2-12-2Q 11-12=-W,9.11=-20 Concardaped Loads pot Ven'5-3238=323 21-308 23=-260 24-309 24)3M Dead+0.75 Roof We papNencad)+0.75 Alflc Floor:WmW Increase=-1.25,Plate Imrea58=1.25 Units.Loans pplp Van:15=44.55=-99,89=-14,2-12-20,11-12=75,9-1 1=20 Concentrated Loatls(Ib) Vert:5=476 8-47621=45523=38324_-455 25)4M Load+0.75 Roof U.(u,Mlancen)+0.75 AMC Flooc Lumber Ilwrea1e=1.25,Plate I..ae=1.25 Undonm Weds(pip Vert:1-5=-14,56=-99,69=442-12=-20,11-12=75,9-11=-20 Concentrated Loads(Ib) Vert:5,476 6-476 21=455 23=36324-455 QW IIXIp�VMf,4wlp�y+meleneMeEAOMarEe dl iNe.WONCLWFO1aIFN PEFESIXCE eI4EY)Il]m.la0.He16 eF£aI1EY8E IdiWMl ne'— Mn MIM6cdreclors.RL Oey 1kb dcNY W'^tt�a s 1- . txkl Mh N IN,de acCprenl.- Il Cem eslwe fir¢,X¢pWd�q tlaYJM noel va1N IMaV1tWelNMdeWnryeumelrn cM Vm+lYFcnPaale ataaa�,MW II¢ove�dl T- pqp iaacfie Ydknledklo pownl bucYHp ollndMJe�k M1us wepaq/w clextlmrMetSwAY.abNMVJ WmnaaY�N{mnum�l[x 9p a... kdwoys�et}1N Ia 5kdllyaMlo gevenlcMl..1--kMelR�eae4 kMVmd VOW aaftC e, fa9enrd p.AEmce�dln. Pe 6760 PeM E.9Mtl. sales,lrlpm awlMAeemm lnm Faalellndau1e�216 e,.1.941e a1Y.0�rae3bl qn CMMk.DAd9vWeC9 e,A3k9r%emWkna Tege.FL x.610 Job . Truss Trac Type ON Ply Riveaida Home l Saracen/A TID747M J40030 O04 Atlk 1 1 Job Relate 1 1 Meming Bulltllnp 9L4fipluse, JakeomulN,FL 80WWNgr202%6y6Te ntlusmea,Irc. Tue IEN34T3:46l28 k7 zWM IRB3_OOGue]BiMlNplo6»1ECZY6GeiYzgptxYtsw]BaPBIE&3rjTePGsi2aok]%IiW085 "" za0 a+0A h+a enl.e v46a11A0I io uLLT+• + 184042 zon-Iz 2•a.0 za9 alw 1aa zno-a o I baa olaa + H+2 >a0 314• 630 Sruale=1.3 fiVB= a.= 6 22 3x10 11 3it10 11. T 1.10 G m 1B 10v10 O 8 ][O FIT a 21 9 2 1± 1 14 19 12 = am= 9i4 II 9M= 9r1 11 340.4 ]4-0 :12 149a 1&1612 201-02 24-00 3404 339 2B-0 42d 2-PB &1 000 3104 PI kOI1se%KY1 I20-1-0Etlu L150-514 OO-01 f@OS140.0O119'0-1-0Ed0e1 LOAM (psQ SPACING- 2-00 CSI. DEFL. in (roc) Weft jdPLATES GRIPTCLL 20.0 %ate Grip OOL 125 TC OBO Ven(LL) -0.2211-12 >999 2 %ff20 244/190 TCDL 1.0 Lumber DOL 125 BC Res, Vert(TL) -0.6 11-12 x819 1BCLL 0.0 ' Rep Shoes mcr NO WS 022 Horz(R) 0.06 9 Ne BOOL 10.0 Code FBC2014RPNOW Matrix NIGH Age -0.1311-12 Res 3WNgM:15]0 FT-20% LUMBER- BRACING TOP CHORD 2x8 SP Nml D'ExcepP TOPCHORD Structural wool sheathing dlreclly applied or 32-9 ocpalins. 1.$S9:20 SP No.2 BOTCHORD Rigid celptre drecUy appked or 1606 w bredng. BOT CHORD 2x6 SP No,10 WEBS 0x4 SP N0.2 REACTIONS. plasize) 9-_141:YMechanicel,2=153&0.5-e Max Herz 2=183(-C 11) Max Uplift 9=306(LC 12L 2J430(LC 12) Mad Gary>-1801(LC 19),2=1908(LC 18) FORCES. (Ib)-Max.ComplMax Tart-All brce5250(10)or less except vmen shown. TOP CHORD 2-3=-3229/i41,3a-309&658,4-5=2674MM,S]=-26]21662,1-B=308816]5, 8-9--SBMG1,.1214 401655 BOT CHORD 2-14=56]28TI,12-14_5862688,11-12=-01 1011=59fi.2A9,&10=59]/21)0 WEBS 4-12=2BR76,]-11=4]T6,512=49N212,e-11=4-11--4 2]24) NOTES- 1)Unbalenced mot lice loads have been considered for this planar 2)Wind:ASCE 7-10;V1A=130mph(3second gust)Vasd=101 mph;TCDI.=1.2ps%BCD",Opf,,h=25ft;B-1511;L=24ft;eayeylft;Cat. 11;EVC;End.,GCp=0.1B;MFRS(directional)and C Etdedor(2)-2014 to 040.INemr(1)O to 9,9-0,Eaerbr(z)430 to 1430,ligur 1)18-5-15 to 23-113 zone,cantilever tall and hghl exposed;and vertical left and right exposegC-C for members and forces 8 MFRS for reactions shown;Lumber DOL=160 plate grip DOL=1.80 3)Provide atlequale drainage to prevent water panel . 4)This Voss has been designed for a 10.0 pd 1,o8om chord fine load Iaticoncu ant wO any other five loads. 5)'This Iran hes been designed for a live lead of 2(iopsf on the terms chord In all areas wUem a rectangle 3001e11 by2-00 LNtle will lit besymn Oe bofton dartl and any other members. 6)Spain Word leve load(30.0 psq and add0onal WHOM choN dead load(5.0 peq applied only to mom.11-12 D Refer to glreems)for truss to Mr.remmi tmra. e)Provide mechanical comedian(by others)of truss to bearing plate capable of saustanding 100 lb uplift at foings)except awle) 9=306,2=430. 9)Hangers)or other connection charms)shall W prodded sufficient to support concentrated loads)713 0 down and 87 0 up at 430 and]1316 down and 8]ID up et 10.3-0 on top chard. The NegNselection of such wrnecbon devlce(s)Is the responsib0ity W others. 10)Ask mom checked for II360 deflection. LOAD CME(S) Standard! 1)Dead♦Roof Uve(bahmac):Lumber Increase=1.25,Plate lim rease=1.25 Unit.Leads(elft Vert:1-5=-54,6 9=-54.2-12=-2G 11.12=30,9-11=-20,54e=54 WIIWa4-Vxay 4FW^Ir�wweNMaeIe NOTEBON THIS ANO WCLOOEO MIIENPEFE-NCEYPOEMFIO]nr.I6W o..EFONE OSE. tl9O Wtl+d¢e aaywlth MIgra a-m-cum_r Pnah aloN4 ul.+n IA�ann+lers1Mvm.mlklrn mMIMd�tl dNJAy meryaxmt.rot ro Iema.piPaine�,me Milbin ambler mull ve0ry iM1�gorylcJlAlNul llokIIi ryvonel�savf pogml Y�ouWmle IMvdsskln Flo P¢ove�dl ndoNle�g0�ke41 Sm�imrn rvlw�io wer�eni�wlq I�lltei RrWMiryvaw>anv N�1119e��l ee �ltl 11iw e1e�c alp melmtae.xre MTek' idwk:a2rt Yw[p<.ueMery,aeclbn aM GaGg olMmeswl M1uaiMemi waV4iVIFI1 CutIIH GII1xM.a3td9 wM IC11 MINgCompaMnl 6aM Powe Eeel BNO. I frlMylMamallm wtllRMOmm BnsfMIe MMRe.21B N.Lee eheaL 5W1a JI2.NevoMki VPY1]I - _ _ _ iertee FL-a>if0 Job Truss Truss Type Ory Ply Riverside Homed DeDD,aaJJK T10]4]IO2 J1700M GO4 Mk 1 1 J Ref I _ 13.46162017 Pa,.� Men.KSsl.sW D.PPIie6, Jekeomille,FL ID:g3_OgG.7] WNgIo5L10CZY6Ge yNgUYfLw MNIEs191ITaP si2eok7XILWOIS LORD CRSE(S) Standard Concentrated Loads(lb) Ved'.5=4W 6=482 AW4. IyCMenpvurxnramE NEIO NOYEe ON T-AND MLLVOEO M.TEN NaFaNAN[E PROE Na]aTJnv.16W1JI5 BFfOaFVSE �� ..—NDstl ,wore lY r«Mnµwk®cm Yo¢ km-,WT nwm NY I+'+�rele¢t0own.dxllrW mYeIIMMmIIVMLLeq w�nrro,nnl,ml eraayeme pelare r�.B¢dWptlaOU�[e m�M venHIM a1{{kMillV oftl�q�nnamelersand 4aoVMYYw+'rf>Mak ll'8 CaC5nlnto lM overtMl wmvaww• aaynxd.amwr�Yerrla�ulrw�lnmualr,��orsral«arna mamma mr.Ndd+�Nd leml>«w�.�d uarm�mla«ev MIT@k •tlWge�e�leGM os,'uM bPeveal cceq Mlnq lle pvvrW eryaYmdpweMd�mace. Ia ONrnd gkW�ce�epadxA Yw 690a Parka Eae�BNtl. saa,ag gcyap¢.OelNwy.tleclknaMaackped InnebarelnmssYilmtfeaeNWMt 4wRYCAMOoYd9Otl ecu erldkrpcReP B enwY xmnweNawmle nom Tno Rolaewen .zle R.Laesnce1.91b 31zae:aYkx.vn znla. �...r•rrvarL axlp Job Tmsa Truce Type Ory Ply Riverside Homes l Reaction l JK n9]4r]93 .Jt]0090 G04A Attic 1 1 2813:46:17 2017 page 1 b t Mwnlg housing puppies, -Mass.FL ID:gar OqGue7NWNgfSZHkZY6 AKWD^AUt_TXH12ypGT0Ac3Slwe'1JGBpST11 M0e4 93A -0-0U 310J 74y O-II-0 9.I1A11 801 0 146-0Y 0 161a@ 20-1-04 240-0 2-0O 3IP4 33A 9109 1 LB-0 ao-0 1-0O 0 I 2ta4 959 3109 Ill- Scale n46.3 6]8= 8�- 6 22 23 ) tmto 9 18 1000 11 a R 7.00 FT 3 21 x 0 � 2 )s 1 14 13 12 11 10 Y< W a6n=parav4= 2v4 3M= 3464 AH 1110-12 1114 161012 26192 2400 3464 'JH9 298 420 299 3S0 3104 PII0n (X,Y) [201 115"-140-0-0 1 0-01di 1-0Edoel LOADING(pe() Will 2-60 CSI. DEFL in (mc) Udefl Vd PIATES GRIP TCLL 20.0 Plate Gap DOL 125 TC 0.83 Vert(LL) -0.22 11-12 >989 240 MT20 244/180 TCDL ].0 Lumber DOL 125 SG 0.BI Ven(TL) -0.4611-12 >619 180 BCLL 0.0 ' Rep Stress Incr NO VIS 0.22 Hor2QL) 0.013 9 We Na BCDL 10.0 Cas FBG2014?P1200] Marlin-MSH Atlk -0.1311-12 925 360 Wal 15]ID FT 2M LUMBER- BRACING- TOPCHORD 2x0 SP Fill D'Excertt TOPCHORD Structure]wood sheathing directly applied or 32-900 pu0loa. 13,89:2x4 SP Not BOTCHORD Rigid ceiling directly applied or l0-00 oc spacing. BOTCHORD 2X6 SP NO.1D WEBS ?x4 SP N0.2 REACTIONS. (IMO.) 9=1413M1ecllenicel,2=153&65-8 Mex Hi 2=183(LC 11) Max Uplift 9=305(LG 12),2=430(LG 12) Mex Grey 9=-1801(LC 19),2=19(N6(LC 10) FORCES. (m)-Mex.Comp.Aeax,Ten.-All to.250(b)orI se.plwfien slmwn. TOP CHORD 2-13229241,3 -30961658,45=26]U654,6].26]2]682,]-8=30866]5, e-9=-3242T1,543=25401655 BOTCHORD 2-14_--58]28T],12-14=5862888,14t2=d1Y2582,10-11=-5962T)9,9-10--59]2]]0 WEBS 412=-2 6,7-11- 7MB,812=-0901212,&11=42]24] NOTES 1)Unbalanced!mol live bends have been considered for ata design. 2)Wind ASCE]-10;VJpi Sea b(3second gust)Vasd=101 mph;TCDla1.2pea BCDl=3.Opst rt25n;37150;b24ft;eavei Oat. It;Exp C;End.,GC, .l 0;MFRS(dlmctionel)atl C-C Ekmlmr(2)2-0-14 to 01 Intetlor(1)090 to 990,Extedof(2)990th 14-3-0,Intedorn)18-5-15 to 23-111mla;cantilever hall and fight erred;end vertical aft and night milli C for mammal ark forces&MFRS for reactions shown;Lumber 1)01�i pale gnp D0i-1 SO 3)Prcyl adequate dralrlage to prevent wear ponallq. 4)This truss has been designed for a 10.0 toll bo0an chard live load nonconanent Veal any otiler live mads. 5)'TMs truss has bean designed for a live load of 20.Opsf on the ban=chord In all areas Htlene a rectangle 3-6-0 bel by 2-00 al will fit between the Whom chord and any other mambas. 6)Sonom chord live load(30.0 puff and additional Worn chord dead load(60 pal)appl]ea only to roan.11-12 ]) Rose to girder(s)for Daae to trues connections. 6)Provide mechanlcal connection(by orders)of t use to Waning plate capable of withstanding 11X1 Ib uplift at)olnl(S)except Gt=lb) all 2=430. 9)Hangers)of other connection dein shell as pmvIded su bent to support concenlrated load(e)]i31b down and 87 Ib up at 99-0,end]1310 deer and 8]Ib up at 143-0 an top ctmm. The design/selection of sura connection device(s)is the responsliility of others. 10)Antic room checked for LYJ60 tlega lon. LOADCASE(S) Standard 1)Read+Roof Live(bs]anced):Local In nnuar l.2$Plate Increase=1.25 Uniform Loads(pIq Van.1-5=54.6-9=54,2-12=-20.1142=-30,9-11=-20,5-6=54 QIYAMIW6 VMrytlWanpn.mnva.r4NE40 NOTE4Wl TMR.We tlIaL UOEa IINExaEFEfldNCE PdaF Na]O]]nr.mArmuieumall. u' I WN la ui c....cwuacldi Rk deem a. or,anal M-fpcNwcoM ala mYrSWAul cull- cnehrml IM fybn.Iwe use.the WkLg aeedm mel v "IMq op lM o1 deLL,y,norm'alen ml ps,pi nae m.u vol Mo so.-on p/yp WApn.HmlpbvJlCalMeblvlaVanI CYCYlIV M0v16tlwIIM Web W/achxdmel rsa4Y.1forsAmpaafordi cmaalkp e Htlwop lepfed MCMllNabb(reYTicWq®NTp.MMe GernIW 11F.Y WJ pclivlYd.�n[pe.iq pererd p133ca1a(ra[1g He 6W4PW EY HM. IwL:plpvslpq]a.tldNTy.ueclbn uMlxadlg ollllveim]Mmsyalen,i'seeIN61/IPII OIMIh6d14M.0S6A0m69C319VMw0eaaw'Trlwll ]. .FL 3]610 1ytlYe4pmablr wtlrlM tan Ir�mnaa WMule.2la n l�Slleei,9xle JIR.NevmdM1l VAYLl11. ^Pa Joq . Trvss T.TYVs IN, PIY Nversde Homes I BoWhmfJK nmmas J1]0030 GMA Altic 1 1 e He M.K..I.I ASipplles, Jek MIIW,FL ID:A3_OgG 78,MJNBi SZHe Y6 4kWDIftAUt T "PGTOwcSSIWe1JGBPSTA9 mom LORD CRSE(S) SWdaM Cgnssnlrated Loads(lb) Vsd:5 826-082 WdFHXtti-V=,d=pu.mtivntl PEPPNOTESWITMSYIO WCLWEV MIIENPEFEP<HCEVJfiEM6]ITJ m.lOOL1015 FEFOFEVSE rXL(In WNlw usreNY'MMi MIaMIDmredwi llYIXiWyitb2'rl oNY ufsxi{vamefe¢9�nwn.uvl klw M1W.rt1 WYQlq mnWti`nl,ml �nmiyslwn�iw 661vYdptlmblYA muslvwYylM¢Wc[d1lY of tleLL�Wm�elen mlPRkM Y�cwpwole lti6tlabnlnb llp ovalae aal�a�N xse�. ®adwi.a�imewwW.�+P�ncuna« wmEwm melw ciwa membw.wY Feaew�e rFrowmmegwmwWmaak'e {y�1T@k k�tlwgs�e41a01uakMlNm]Iogevenlcdop wMiWYie%rtwul MEya'tl pc�IYMIMJcfwp iad PXWce�epadl3 Xie .1b r«mrnaP,Nwaee.ad�eN.aecnon me nadgollnmevaq mmm�emc rea0xwmraaNUPsu.gvaf as ecu edmutampePw sPoav ��aE Emw lwPPeeoP o+�Pm rom mmw�IniMPe.ziarv.�snP�tsnPa�z.aewa.vAzvie. IL 1.10 I, yep hose T.Type Ory Ply Riverside Romae l Bedchon l JK T1 W4]]94 Jf70030 G05 ATTIC 3 1 b Releases IaFl Henning Building bu llss, J lacemilla,FL &010 c Ag202018 MRek IMueNec,IT. m 3age ID:g3_OgGue7&MJNgIOSi zYB -Yxe5lzoFi K9 11 XnixMRHHEk VL26DEbeMM ?DO 390.4 ]9d D1P0 10.]- 12-00 1350140.p 1&10.12 20.1-12 2440 2-0-0 3-1114 30-0 2-104 4 150 1.50 fb 216 - 5109 Sears 1 L.Sa SM = ate= FI-2 6 M z3 24 SII ad, I 4 20 m+o 0 19 1M0 C 0 3 21 d PBL 9 1 14 13 12 n 10 4x4= 44= 06= 2x4 II &r4= 2,14 aw= 3.104 )-lJ 610-12 ulb 161Wls 20.1-12 2400 3-lo-e 350 z88 420 "a 330 '5104 PIIa CMms(XY) I2-0-1-0Edgel f5' W-011805- 6001 PY61-0Edoel LOADING(psQ 6PADING- 2-0O C61. DEFL M (roc) UdeX lb PLATES GRIP TCLL 20.0 Puss Grip DOL 1.25 TC 0.)8 Vad(LL) -0.2211-12 >999 240 MT20 246190 TML 7.0 Lumber DOL 1.25 BC 0.81 VmRTL) -0.4511-12 >838 180 BCIL 0.0 ' Rep Stress by NO WB 022 Al 0.06 9 We We BCDL 10.0 Code FBC20PVTP20W Math-MSH Atlk -0.1311-12 929 380 Wall IgM:15)111 FT=20% LUMBER- BRACING- TOPCHORD 2xe SPNo.10'Excepl' TOPCHORD Structure!Mood sheathing all spelled or 34-11 anpulire. 1-3,&9:2x4 SP I'll BOTCHORD Rigid ceding dlreclly applied or 160.0oc bredng. BOT CHORD 2x8 SP No.10 WEBS 914 SP No.2 REACTIWIS. (Ilbsom) 2=143flb-5-0,9=1319AAechaniral Max Holz 2=183(LC 11) Max Uplift 2=398(LC 12),9-Mg-C 12) Max Ow 2=1)54(LC 10),9=1648(1-019) FORCES. (b)-Max.Comp.Avax.Ten.-All tortes 250(Ib)or less except when abown. TOP CHORD 2-3-29301615.3J-2]89153],4-5-23681534,&]=-2302/542,)b=2)621554. M294)1659,"-22]11549 BOT CHORD 2-11---0)212819,12-14-4 626,11-12=-3082323,1611-4992524.9-1 =5 11 515 WEBS )-11=-0]0824-12-28901,&12-4981203,&11-438240 NOTES 1)Unbalanced mol Ilse loads have been considered for the design. 2)WIIM:ASCE T 10;Vuh=130mph(3secon l goal)Vasd=101mph;TGDL=4.2peh BCD".Opsl;I 5f1;B�511;L=2411;save-1R,Cat K;EIq D;End.,GCpi-0.18;MFRS(direct one!)and C Extehor(2)-2-0'14 to 0-40,li tedw(1)640 to 9-M,FxteOor(2)49-0 to 1)-3-0,all 1)-3-0to 23-114 zone;canilever left and right exposed;and vertical IBX and right elmosegC-C lot members and forces 8 MFRS for reactions shown;Lumber DOIn1.60 plate grlp Ul 60 3)Foal adedand.drainage to prevent to,porallg. 4)The ause has been designed for a 10.0 par boXom chord rive load mmconcunent with any other No loads. 5)-This truss has bean designed for a Me lead of 20.died on the bosom fiord In all areas where a rectangle 38-0 tell by 200 wme will M between Ne bottom chord and"other membem. 6)BOXom chord live load(30.0 psB and additional bottom chord deed load(5.0 per)spirited only to mom.11-12 ))Peter to glrderhe IM Imss to arras connections. 8)Frannie mechadcal conrwction(by others)of truss to bearing plate capable of Withstanding IN to uplift at)dnthu except Of=lb) 2=398.9=2)2. 9)Hangers)or other connection devica(s)shell be provided[sufficient to support concentrated loads)561 IU doom and 37 to W at 9-9-0,and 581 Ib down ani 37 Ib up at 14-3-0 on top chord. The deslgryselection of such connection distrusts)Is the responsibility of others. 10)Attic room checked!for U deflection. LOAD CASE(S) Standard 1)Dead♦Reef Live(b&anced):Wmther Increase=1.25,Plate !grease=1.25 Uniform Loads(pl1) Ver:1 5=-54,6-9=54,292=20,11-12=30,411=80,5 6=-54 Q WpPMWO-VWYONpn pa'wnNenarC area NOIEa OH iXI54NO Mc ubse M1IEx FelorJu Oe rase M674Aren laossi is SMOaEVel OehJn WH Imuis w yY 11.1tc.2nrec1rs nn,k OOLaik Lvrsetl-Y.'-Ixem,e.cnM-nM a low,iv9WMY.'H"mmnw,enn.rot Irmrysam . Mo..nuc"-mtrslvMW,.OlRa'�Mlry of deLgrl�'1^^n^rsaM ge,�41YV�'talc Mk tlesyn Ino M,,w-1, rq� dAQ gaetl9n aster MkMed tFi gavtni Rctll/gol ixMMYJ Inmweb an]la['Mva lnnlnbers.1 aINIIm,M ou"one ce,mannl bu'hn Mlnek• xWwgxrepYeOla ikRAtllVa•dbgevenlcdalSn WX,W�el>s,%+rYp Y1MY�gWedYdunaJa. idya,erd pl]ulcO rega�wn lM Po4 VeM EM&.tl. kbLMbn ilwage.dNAe,Y.ereclMrmltvxlrp ollnmsbmalwMle , XWM14xtl1VeMMi,D35MOM kCBIWMna Ce nl Tergi.FL 38610 SdMy IrewnrOFM wdS1e fids 1„m Rale InsIIMe.2IB N.lee SIrceL 911e cu312AeiddM.VP Y[J14. Jo4 Tlum T.Type 1; 11fY NverWe Homes/O ftc /JK T1074] J170030 GOS AT IC 3 I e Rer MenninB BuiltlinB SnPPIieB, JekaanBlle,FL _ ]B = .m lO.B3OgG ] UbgggeYx851ZoFaKqO1W%njx RKKmV0E VO LOAD CASE(S) StantlaM Cm neatetl LOMS(Ib) Ven:5=-300 6=300 AWRMMeVx dWlp fx aM FEIn NOrtEONTXRI Nn WCLWFO MIIEN REFS —VPOEM4)IJ]m.1 NI6BEFOREUE& cetlplWMl,mo�Jy Wm MllntmemlwS.IlNtlorylnk W.ml oNyu Ixvamelart 9N+wn.w✓]k1oIm MIWArtl WltlFq cort.pwcnL rol Ilam Mlan Palwa ue Ine M. tle�wr inmlvellly IM4MxEWINo(tlaYyl[barelenaW gcnalYlncapolaR Akangp MolMovwtll dAtipI Hacfl9YJkuletlGMwevenll YJM MIMM�MA]Plmwebad/u lwamem�I:oNY MTWv11eTPIXW monwmQ9nl Macllq MITBk kWays let}IMM1 bI5kdllyagbpevenlcdlgra M111pxlMapXWMM1µryaW ggalYlLkn�e.fw Yelleld glMwcaleaw�4p X'e ee04ewle 3M10tl MN4.AIbn CwaT.MWerv.reclbncM M�'Ig olnumslMllnmfWW 312, WIRI VAI3GXMa.p]eMaM KL euMpCRlnpalWnl inaVe.fl 336io 9alRly llllpnwbn awldeM1wni�Rale M1ulMtla.Rle N.lee STeoL 4/R IR.Olekmdla.VPRR]I!. rn17 7!j Cly Ply Riverside Hames I Rerictor/X T10747M Hip1 1 D (0pfi0u) Went Summit 3.010.Apr 2D 2018.... lrHua8leelr— TU Mar 2813:48:19201] Paget ue]BiWNgM6WbCayeG ]ezlN_ODGE&netR4ElxTiLoUsOTBPUGmyn)4zW002 &11 0 1Y1 9 2Scale 135.3 ecial ILED 3rd= WILED 1.5.411 3 11 4 12 13 5 2 nn n 14 15 3WNI HALED NAILED 3 34= 40 514 pp0 8-14 Plat Onsets IX.VF 12'034 EO,Jet LOADI7`7-� 6PACING- 240 C81. DEFL. In (lac) VdeB W PLATES GRIP TCLLPNle Odo DOL 1.25 Ti 0.60 Ved(1L) -0.08 S) x999 240 WN 2NI190 TGDLWmber DOL 1.25 BC 0.88 VedQL) -0.22 &) .895 18J BOLLRep Stress iron NO WB 0.34HorzITL7 0.04 6 Ne NeBCDLCotle FBG201MTPI200) Matbx-MBH Weght 55 Is FT=2M LUMBER- BRACING TOP CHORD 2x4 SP fill TOP CHORD Structural wand weathing directly applied!or 36-6 do pudica, BOT CHORD 2x4 SP fill except end venoals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling drecllyappliedor 70801 DrerAng. REACTIONS. fiftow e) L913Po34,8=9TTM5A Max Horz 2=100(LC 24) Mex Uplift =420(LC 4),6-�1(LC 5) FORCES. (Ib)-Mho Gomp.IMax.Tion.-All forces 250(lb)or les except when shown. TOP CHORD 23=-2104919,3d=2001 BOT CHORD 2-0=-609/1999,6-7_55811 W WEBS 3-7�61,47=-188990,44 14nM20 NOTES 1)Unbalanced root live loads have been considered for Nis design. 2)Wind:ASCE 7-10;Vu11=130mph(3 second gut)Vasd=101mph;TCDI-4.2pst SCDI;Dpf;h=256;0=491 L¢48;eal Cat 11;Epi C;Encl.,OCPi=0.10;MFRS(dlrsceomet;contllever ion are night exposed;and vertical left and right assn ed;Lumber DOL=1.80 plate onto DOL=1 aD 3)Provide adequate drainage to prevent water ponding. 4)This truss hes been designed fora 10.0 pal bottom chord IHe load ngrYgllWnent won arty other live loads. 5)'This Plass has been designed for a live two of 20.Opid on Ne bottom chordIn sl1 areas More a rectangle 33-0 tall by 2-03 Wda Oil fit between the bottom chord and arry other members. 6)Protide mechanical connection(by others)of true to budrg plata cap rt a of ordstandhg 100 to uphill or lobothd except QtAb) 2=4256_361. 7)-NAILED'indicates 3-104(0,1 Wei or 512d(0.140'1:3.25')foanaN.For more details refer to MITek's ST-TOENAIL Dowd. 8)Hangers)or other connection deWce(e)shall be provided sl#Xdded to euppod comma le0 load(s)1per Its down and 223 HID up at 7-0-0 oft ICP chord,arld M5 Is down and 102 No up at 7-0.0 on bo0em chord. The drelgNselectlon of such connection de noes)Is the Rap roubllily of others. 9)In the LOAD CASE(S)section,loads applied to the leu of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Could+Roof we(balanceb):Lumber Increar,90.25,Plate Increeu=1.25 Unfimm Lmds(pip Val 1-}-54,3-5=54,6-8-20 Concentrated Load,(lb) VwL 1-14](13))=335(B)11=104(B)13=104(B)14=43(0)15=-63(8) Q wAwxwaowsswes, rWev�MAFAp NOIEe qI nLL91NO MCLWEa IYIEl3EfFA4NCa P4eEMNArov.raPVAlae9e3EU5E uWtlh are WYtMIN NJmMwc.'—. ......ersadmYawn.a'el hlw m YMNAi'1 WkMH canpuient ml m6svrlem..alae w.3�e MMLpdawary mW renesn¢al{At2wry oltle4R�Imrelerswet poFanvmcwgvaR Yadct{ni moll,ewe�tll som,o �4T BucewkgkoletlhmaerenlluWM1le1FTMMmmwebavl/acM1xamdnlzrsaYY. m000ni�IMnpuaYmtlFmmumltlwe9 MiTek' hW.ayret.led bOdillYmdbgevenl cdlq¢w11hry4aLeF v]NL.YONpcIXMdwn4M- rd 9cp�tl pMw'en mpv4gXie so Pella Ea¢13N0. IdatWavl dao9a.aaN.�y.e<eceoemea«npam�a,em�,vn�a.�aaAxwlnr oaaryemw.bseeama rcslwmgeeePw�.m ra�rPa,rL axlo ay41y Y9pmatlq�arcANxe fiwnem AoleeMRde.218 N.Leewee1.91b.11)NeaarcM6 VR2RJ14. '.Jop Trues Tlrsss TypeON Ply Riverside Hemwe l Sanction/JN 1074P16 IJ17NN H02 Hell Wp I I Job Rf (outlonell Meeting BUlNing Supplies, Jaesomllle,FL ..0 sa0r 202016 MlTak lrltlusthes,lie. Tue Mar 28 t3 113 g 10:93 OgGuanivJN9foSA-bC,,Y6GeL7ezlN_O00EBmMRfEI TLMrtM1gOTEjUGmyh74 ()62 2ao sae a0o za0 W. Phe .18 son.=126.6 L4= 94= 4 11 12 5 J03 12 1 Sao 3 2 3x6= ] are e 1664 11 p0.0 P1-0 aD0 4't'8 Plat Otteel DLY) 12934Edo I COMING(pal) SPMING 2-0-0 081. OEFL. �(Im) fl lb PUTESGRIP TCLL 20.0 Plate Gtlp DOL 1.25 TC 0.29Ved(LL) 9 210 kR20 244H90 TCDL ].0 Lumber DOL 1.25 BC 0.59 VeX(1L) 6 180 BOLL a0 ' Rep Sbma lila YES WB 0.16 Hmz(TL) e am BCDL 10.0 Calle FBC2014?P1200] Metrix-MSH Weight:6110 FT=20% LUMBER BRACING- TOPCHORD 2x4 SP Not TOPCHORD StlucWral andod afteds N11g diremy applied or 5-5-12¢purilre, BOT CHORD 2x4 SP No.2 except end veNcals. WEBS 2x4 SP No.2 BOT CHORD Rigid telling dimcby applied dig 10S oa b,aClN. REMTONS. (INsim) 6=458/0-5A,2x612 38 Mex Hoa 2=126(LC 11) Max Uplift e=-186(LC 9),2=32o(LC 8) FORCES (Ib)-Max.Comp.MAx.Ten.-All lOmee 250 Qb)Or less except Wren sM1own. TOP CHORD 2-3=-108OI60a 34-61g/d)5,4 k-51301307,5E_-43928] BOTCHORD 2-]=-]3i/1033 WEBS 3-]=465138],5]=3]61655 all 1)Unbalanv mol live loads have been w idemd forthis dmlgn. 2)Wind:ASCE]-10;VN--130mph(3Wmd gust)VaWd=10lmpk TCDLA.2psf;BCDL=3.0paf;M1=25X;B=45ft;L-24X;save=4X;Cat. II;Ex,C;End..GCpl=- .18;MFRS(OlreGiarel)end G-C Exteddr(2) 207W 1-1-0,Interim(1)1.1-0to 9-0-0,EmedOO219-0-0 to 12-11-12 mrle;cantilever left and fight exposed;and velOCal left mid ngh1 expoeso;C-C for members and fomes&MV/FRS for reacvore shown;Lumber DOL=1.80 plate grip DOL=1.60 3)ProWtle adequate drainage to prevent wafer pordi g. 4)This truss has been resignetl for a 10.0 net Wit=Chord live bed nonw urrent Wth eery other live loads. 5)•This buss idea,been designed fora live Imd.120.Opsl on bre bottom Ja d In all areas Wlere a 1q 118"0 tall by 2-00 Wife W I fit babseen the bottom chord and any other members. e)Provide mechanical connec4on(by others)of bum to beating plate capable of Wmslanding 100 to Wild at joint(g)except gtdb) 8=186,2-220 Q WINXMO-VwlrytlWyn pxmxYnaMflFAa NO1E9 CN 77-7, Na We4laEOMRER..o or-'al-a-1-7 1-1—so—os,�9prWplor maday Wllr Mro." vrec.ftv5dc�ltC�cloNyu[vn pawn«ers.W,rn.—ft',rmlrg......dhq'T�¢*.aml,ml OMO W—no.—Ow MiMg�w Naa'IN IIs gVMkAJM nle4a{R rr.Eanelmsaai unell4lxorpaaM nStle9gr Mo tt¢ove�tll IaIbV�'Pr.HaY�9MICale]kbpevemdricbAV«MNNtllrwwenadlw clv�]memtere�WY NNbW1anF^W aN PolmaerlldaClrV M1Tek h dwoyi repeeOMakLMNmllo pevenl cotl�s MlnryadeFnldMYrM/ax1PIX>allY aarlWe. w19a1rardgimarepaOg M, a04 FerI.Eel BMJ. rMkOIbR Nao9s.�Mry.BleclbnaM bo]Ipe rinleesoralnmryilarLL urMX91/IIII Oddsav Xx ..PaaVA6CA&aaads On.M Tempa.FL 3]510 sobsyllJpm.bnwWtAetrmm r—mco,FMN .218 N.Iw sfe eJM 312 Neiagb.VR Y1314_ IJob TFuss Trues Type Oy Pty Riverside Hwrws l Beni IA no]anw �A;0030 HE: Hall Hip 1 1 Jab Rehearse( ct roB Marring wall SuMme. Jaksowile,FL a asses ev ev�o moan muwmw,lnc. TUe Me.20.316.202 Pp IO:g3 OyGua]BiMJNgf,SZHBCZY6Ga WCLWJ-2naM2Ok5d.,MYD5Z44 ldVOILgWZWO01 bO0 &Oct 11-60 1&td 2.00 M. 4114 2-00 Scale=125.2 4x1= 14= 4 5 30 12 ' 12 Ez 3 2 0 i 3x4= 15x1 11 3x0 6 1v4 u o-oa ++aa +Y1d Bae 4.11a z-id plans Options MY)-- i2d34 Ernst LOADING(psi) SPACING 2-0-0 CSI. DEFL. �B �M (see) Ib PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.29 VeM1(LL) -0.0240 f.R20 241/150TGDL ].0 LumberOOL125 BC 0.35 o.mTL) -0. 100BGLL O.o ' Rep Stress Irk: YES WB 0.35 HorzlTll 0. Ne BCDL 10.0 Gode FBC2014Rp1200] Mahn". "pin 641E FT 20% LUMBER- BRACING- TOP CHORD 914 SP No.2 TOP CHORD Stmctural wad shadho,diredlyapalled or 5-4-12 ac pudks, BOTCHORD 2x4SP Rai! except arra vafnwir. WEBS 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or]-]-10 oc bmdn, REACTIONS. (fo/sles) 8=0.59M5-0,2319630 Max Ho¢2=151(LC 11) Max Usl1t 6-1]q'LC 0),2=-320(LC 0) FORCES, (Ib)-Mex.Comp.MtatL Ten.-AN forces 250(to)or less except when shown. TOP CHORD 2-3-1067/431,S4=3361167.4-5-284076,56=458203 BOT CHORD 2-0-59N10P6,7-0=5SIVIMS WEBS 3]-]461388,5-]=3141512 NOTES- 1)Unbalanced root rive loads have been considered for this design. 2)Wind:ASCE 7-10;VUR=laiden(3-second gust)Vassd=l of mph;TCDL=4.2psf;BCDL3.Ope1;1e25n;B3 M L24%eays4q Cat. Il;Exp Q Emi GCPI3.16;MW FRS directions)and C Exlenor(2)2-0-0 to 1-1-0,Mterior(1)1-1-0to 11-0-0,Elpenor(2)11-0-0 to 12-11-12 vire;cantilever Ieft and tight e>posed;and videal lisp end right expossd;C-G for members and losees 8 MFRS for sessions show;Lumber DOL-1.6)pate grip DOL-1.60 3)Provldemegustedrainagetopreventraterpordirlg. 4)Tbis visas has been daaigned for a 10.0 pet boftan Mand INe load nonmnaurent wRh arlyother live me&. 5)'This Buss has been designed for a Ilve load of 20 0pa1 on the bottom Mod in all areas le ene a romptive 380 fall by 2-0-0 Woe will fit beNaen the bottom chord and any other members. 6)Pori mechanloal connection(by Moral of now to bearing plate capable of wiplatarding 100lb uplift diode)except gl-b) c170,2aa20. pwraNwa-YaxllyWtlenpvrmineaMNFAn NOiE90N lIOS ANOtl1eLU0do IMENaEFEFANCEfAOEM11Anv r¢AYA1a9EfOREUSE —p Cppr NIJIN ua,"Y N1m Kr,,MNcomivt-N,,AY ,MwtlunlY4*'mWU'^Mersa—,and a famYdNMAUX Nil,Rp-rnf,N-1.rot M1imsySbm �Iae McNacl WLL3ni murlvMrylMagMKK[alry olW q�pvmrelaarnq pvyrY M✓-pWrab Tk dayn NlolM ovaea MAdae maps. Bmkg SNcaledklppevMl Mka+kgof exm+a ammwm aworcroramamet,.wv. AxxllorY�nwnP�urvmacerN�wm M�rnl MiTek atlWyle?Yedbsld111vaM10 gevenlc.om,MTlnsde primo h}ry NO MM+arIY dmtAe, ra prfW nodoneoeNniniI nK 80<Peika Eaai BNJ. NdL'ulMvSlpppe.aeMvery,mecMnml M�>:Bg olMmeimdlnmiMenK reeAH51/IEn OiMIM nIIwA.nEl-K aM aCA euMid COrrVorarl Tums FL.1e ESNY IrYmndlwr atl�eM1om Inffi Rale InslMale.RIB N.sea Street 9Ele 312.PlaiarclM VA22311. Jop True Truss Type OtY PN Rivereids Homes)BanMon I A T10747MIS J1700QO HOC Mar.'ncat 22 1 Job Ref 8.rW1 Merrarq 9d1tl1n9 SWd'les. Jekeonwlle,FL NgOla 5 mShjeprmmhemnexmausmw,lm.. luema.o 13,16:21 2017 W= e. 10:93 OgGue78iMJNgioSZVMCxVBGe-yWmp3'IgYUWO 12 an PZmmEmUOWx31mk4RUGaWO00 -YAC 6].12 12 an 2qp b'/-12 5160 &We=f23.0 M 1[ 4 6 0 12 as o 3 2 2 e 7 IS>4 1 6 4x7- aA= o-]-12 29A wn9 6164 Pial Ott (XV) 12'0386 - 1 LOADING(P.Q SPACING- 2-QDF.-B SI. DEFL In pact MdeB IM PLATES GRIP TOLL 20.0 Pfufe Grip DOL 1.25C 0.39 Ved(LL) -0.0I 811 >9911 240 Mr20 2"190 TCDL ].0 Lumbsr DOL 1.25C 0.43 VeN(TL) -0.10 8-11 >999 180 BOLL 0.0 ' Rep Stress -r YES 0.51 Horz(TL) 002 ] We Ne BCDL 10.0 Coda FBG2o14?PI200] Matdx-MSH WeMht 551b FT=20°b LOMBES BNACING TOPCHORD 2x4 SP No.? TOPCHORD Stmchurel wwd shealNrg drectly applled or 5-65-yu8hw, BOT CHORD 2x4 SP No.2 except end verni WEBS 2x4 SP No.2 BOTCHORD Rigid waling directly apphed or B-10-10-loading. REACTIONS. (IWsim) 2=58&1i7--43]IMachouraf! Max tbrz 2=168(LC 11) Max Uplift 2=-310(LC 8),7=18818) FORCES. gb)-Max.Comp.Mlex.Ten. At tortes 250 go)a less excapt When sham. TOPCHORD 23=-921338 BOT CHORD 2-8-436862,7-6=036882 WEBS 37=8SSS82 NOTES- 1) OTES1)What ASCE 7-10;Wk130mpn(3s-and gus0 Vasd=101 mpfx TCDL�.2pef;BCDL�.OpsC h=25X;B=158;L=24ft;nave"ft;Gal. II;Exp C;End.,GCR-0.18;MW FRS(drsdlonal)art GO Extuwu(2)-2671.1-1-0,Intenor(1)1-1-0 b 12-"mere:cangkva)all an,light exposed;end vaMM left art light sxeosed;GC for merehels at tomes 8 MFRS for readbns mown;Lumber DOL=1.60 plate gap DOJ--1 S0 2)T0is hues has been designed for a 10.0 psi Wason clrerd live bad nomarm lrrent with any other live loads. 3)-TMs truss has been designed for aIlya load of 20.0psf on Me Where chord in all areas Nrere a recaTOle 380 full by 2-0 wide W111 fit between the bottom chod and any other members. 4)Rotor to girders)for trlae to use connections. 5)Provide mechanical wraw ction(by omere)of Wes to beating plate retinue of arthsbni 1par 1b uplift M)olni(s)except ghdb) 2=310,]=188. QWdaxWaVNry4agnpemix.nnwaEx.N.IE5WiX64NOW[L.,,aNll11—t—PFN[EP4.E T .VI69EPoPE'— Ll Igl WM Iw us+WY'MA hua`aiaarvocb¢.Itila ftv l hlmstloNY WNL pwamelm9�owa.mtl kla m MANd�d[L'tlkq ewnµninl.awl 116 ryslan.Porde uo.nw.IVYtp dYc4remwl�MN IhegaM:WIN^lei'GandWmiolertu'r]qW NY NcaW ale mh CazNnlMo nw ove�al .."aklrt9WgMkric'. weYeolonvi hxnllwweUW11 dwNmemCenpYY.NNtlwW= W0.enibaY- R MiTek- kav'aW�Mrl9d lafLSlma'A loweuTJCN4 x4xl%�ePBmdd4axyaWw�IN dr Wo. IV PMIeIU PkWce�epa�q me 004 eeix.r.'i 6rva IaYCaIMn.WWe.NYNwY.W-Ibn aNMWgoIllWeiaN Mmmlemv xeeANWM11YpNGaWIa.pMes4rq N'eIWMryCmg4nMe T.I..FL 2a6r0 9Ytlyaxpmabn ow6bk tom Tndflab ImXlule.11e N.lee Sheef.9iNe]IR.NoiaMh VAYtd1l. liq Thad Truss Type ON ply Rmehside Homesl Belden l JN Tf074P99 J17WM H eA MONOPITCH 10 1 ob Rel ,lel MerxerB BdMirB Supplies, 7alwomille.FL n.uWsp to Wa.mowo .wMara _ . ID:g3_09Gae7NMJN91aS2WNUGZye0e-yW mU39gY1Nv0o1pBILPZmmTUIC#Trk4RUCrzW000 &112 1250 6]92 5-164 Scale.1:220 3 II 3 4 3 he FIT 12 U4; 2 12 11 I I 1 = 6 1 s.d 'I s 3.4= a]9z 128U s]9z s1w PIto OtsetaxYI nO3-Bo-l- I LOADING(psQ SPACING 29 CM. DEFL. In (Mc) fall W PLATES GRIP TCLL 20.0 Rate Orap DOL 1.25 TG 0.83 Ved(LL) 0.12 T >148 240 MT20 244/190 TCDL ].0 Lumber DOL 1.25 BG 0.80 Vert(TIL) -0.15 7-10 a98B 180 BOLL 0.0 ' Rep Soma lrcr YES WE 0.53 Hohd%) 0.04 6 We Na BCDL 10.0 Code FBC2014?PI200] Matrix-MSH Weight:52 lb FT=20% LUMBER- SPACING TOP CHORD 2x4 SP No.2 TOPCHORD Streturel vaod sheathing dredy fanged or 2-11-9 an Pales, BOTCHORD 2x4 SP fill elven end seNwfs. WEBS 2x4 SP fill BOTCHORD Rigid ceiling directly applied or 3k9 do bracing. REACTIONS. floral e) 1-,Rr N -8,6= WMechanical Max Al 1=211(LC 31) Max Uplift 1=1001(LC 25),6=-208(LC 26) Max Ores 1=1033(LC 30),6=M20 C 1) FORCES. (Ib)-Mm.Gomp.IMfr,Ten.-All shoes 250(Ib)orless exospwren shown. TOP CHORD 1-2=351]/,24.23=-180111550 BOTCHORD 1- =3310,360;5]=-1864/2014 WEBS 246883/520 NOTES, 1)Wind:ASCE]-1G V01=130mph(3-second Sect)Vasxl0tmpM TCDL�12psf;BGD".0i h=-261t;0=45X; 24t:ease=61L Cat. II;EV C;End,O0pi=018;MWFRS(anneiorel)and C-G Exatel 2)000 to3 ,Intern 3D0 to 1246-0 Who;cantilever Iait and right exposed;and vertical left and NgM ehahrsed;C-C la members and lows 8 MFRS for reactions sheen;Lumber DOL=1.60 nate gap DOL=1.60 2)The tm a has been designed for a 100 pat botdrn chord live load renmnwnent with aW other give bads. 3)-This truss has been designed for a live land d 20.0ps1 on Ute botlan deed In all areas efeme a haz n he 360 fail by 2-00 wide Wil fit between the bonen chord end airy other members. 4)Refer to girders)for flews to,rues connectors. 5)Pms dd m onescel nonneclion(by dream)of inose to bearing plate capable 0 wimslandtg 100 to unit st)oint(e)except tt=lb) 1=1001,6=206. 6)This lose has been designee!for a total drag load of 3250th.LUFnber D0tr(1.33)Plate grip DOL=(133) Conned Uuse to resist drag loads aging bdtom chard imm 0-00 to 1280 for 280.0 of. �RNea.VaXy4wpnpuueurxunOaUa NOIEe CX rX6xXd YICLVOEO NREM aEEEa<N[EPROEXT.l1Am.lOOY[016 aEPoNE VSE - �valMloeueeotlY�MllekLcwnmtluxlrastlzNye40a�oN rs e vnnelensnrnm�.neY se Im IMludwl dNtlley cgn(urvnl.emh M1eRdyabin.Mlole lee.t¢[a4ewq tletlNne meW ve,IIN lhw.ey{Mktl-0ey olMNae r�aeemelersm0 ggmelY Mmgxoee MECetlan Yeo lM1e oveexl } WDq�be. ®sMh][:aMC4ho peYmr WctllhBol lrvAWS JIIeh¢wehaMlw clwvrl memters w4Y.P�ln✓el lanMWaq MCValmiM¢9@ M(iek adsood,T.YlaO be efi lYaW bgevanlmllya x4m ePeeWe:I h4EYm]gcgelYWMea. for¢d.gmefiesing. a aped pe LEese 6lrtl. tt Y, Name. efts orems Il MacYgo2Nmsos 1 otte31 n,e/�XWTIVAV31AIYxb.D9ad9od aC5l eueJlhPCwnparxM iaerye FL pYeO areN exynhrdlpn avef etle M1an item Ill e kvXMe.Rl a N.lee SM1eeh.elle 31 R.NeiauAla V P 23]1 G. Jog Tmss Tose TYR, OtY MY Riverside Homes l BencMn 11K Tf o]4]eto JI]003D H04B MONOPITCH 2 1 JobR ( DM1o�I Marrlinp Building SlgWa, JaxSomsle,FL e.vwa•s.202018 MITek Ire tri t M 20 2220 Ppe1 IDg3_OgGue]BiMJNgfoSaI-WZY6Ga-RIK PWISDmE Nss5rJ1]w29WxwdBBk M2 ? -2.0 0 6-1-12 1?60 280 al S10< Scall 1234 2x5 II 4 5 12 00 12 3iY a 04 2 2 4a1= g ] 6 am= B]-02 26-0 6]-12 St6i LOADING(ps0 SPACING- 280 CSI. DEPL in gob) Vdaft W PLATES GRIP TOLL 20.0 PIa10 Gnp DOL 1.25 TC O.B6 Ven(LL) 0.12 8 >B99 240 MT20 244190 TCDL T.0 LmnOer DOL in BC 0.82 Ven(IL) 4)A4 911 >999 180 Bi 0.0 ' Rep Siess In. YES WB 0.51 Hdrz(TL) 0i ] Na Na BCDL 10.0 Cone FBC2014]P1200T Matrix-MSH Weight 65 lb FF=M6 LUMBER- BFUlkel - TOPCHORD 2x4 SP N0.2 TOP CHORD Stmclural weed sheathing drxlly applied or 2-11-Doli purlire, BOTCHORD 2e4 SP 140.2 except and veNeals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling dli applied or 348 x bracing. REACTIONS. fibs e) 2-389N3-8.]m3]1Mechenlcal Max Hae 2-122(1-031) Max Uphill 2-1122(LC 251.7=i 26) Mar Grav 2=1060(1C 42).]1m37(LC 1) FORCES. (b)-Mex Comp.I x.Ten.-M Hmes 250 tib)a lees maps wish shown. TOPCHORD 2-3-3!0WSQ25,9bie1NV1551 BOTCHORD 2-8-3298A3593,7-fl=-185212000 WEBS 9T=-B511 NOTES 1)Wind ASCE 7-19,Vul1=130mph(3-sec«M gat)Valid=101mps,TCDLd.2pal;BCD1--=3o p R25ft;B=45ft;L=24ft;Bave=Aft;Cat. Il;EVC;End.,GCpi-�.10;MFRS(dlrec0msq aral CC Extedor(2)-2-0-7to 1-1-0.Intedorlt)1-1-0to 1280 zdre;cantllever left and right exposed:find vanicfil16f1 all if expaad c;G for members end forces 8 MWFRS f«reactions shown;Lurnber DOVL60 pate gap DOL=1.60 2)This trues has been designed fora 10.0 psi Eoftorn clprd hire bad nonconortrenl Win any other w loads. 3)-This hose has been deslgred for a Ilee bed of 2o-0pef on the boltem Man in all area where a rectangle 380 tell by 2Dg Mtle wal fit between the botdm chord end ahy differ m6mtere. 4)Refer to girders)for truss to trues connections. 5)ProWde macbank,al oonnxtion(by others)of tress to beating plata patinae of withstanding IW b uplift at jolt Mal 01=lb) 2=1122,7=202. 6)This Mss has been creigrletl for a total drag lad of 32M th.Lumber DOL-H.33)Plate grip DOL=(1.33) Confect tress to resist drag lads along botom chord tram 0-01to 1280 for 260.0 pit. QWIFNNODiman -VaIy0M2npv+mJanmtl RFAD NOIEB PV]M6FHO wpLWEO IMER aAERRNCEVIOEM&]4Am.10OYMIe BEIOaEUSE Yt Irhns Morn.Pal uN� mr— MaWlnldrod0Wn0r miim- t/b0r".' rotl tlefT ryeamare¢Bvl pFW bc«I^are lM dabnahbll'd row�ll N—MMpf 4AdFq my.lrocnotrk me N10w01a4wcew nlawaa mmw0o«hd/«cMamemma«ev.0ddw.xtinro«wmdromesned"«ay MITek ktivrtryarepiWbsklrYaMbIMOVenl Mlgm WTl»xhvn✓3 FaaYT"JVWBrfYdarxgB. fop dPIddCO reo�agx'a 6904 Pell Eesl Bha soman, n,yl«q]g,d0xgry,gOCMaq pact'golla N.. ons,ando nifeMNY/MIfIU—f-, ,De6d9mJaCA lAlnp Cempmxll Tenpn.FL 33610 fyafybNmubr wtJm'e Ir«n Irm PlOre aeXMa 218 N.1e0ST0019110312 Nara#Ins.VRTl]14. jog • T. TvsTypo OO' %Y Rivereide Homes/BeMhon/JK T10]4]001 J170030 H04C Half Hip 1 1 Job Pef ( 00 B Marling Building Supplies, h),saville,R 0.0105 Apr 202010 M1TeklMustnes.l TuaM 2 232 Paget I0:93_OyGUe]OiMJNgbSZHWC Ye .-IuUUeklMldFCBW4M BrWi3HPNf4B ?w W00_ 2.pp 6]92 128-0 13-14 p.p0 B]-12 5.104 O]A 3pb=1:258 dot=y4 II 4 6 3W 12 11 3 2 ] 3x6= t.sw 11 e 3w= 97 i 1303 &]-12 6412 Plate Oft 1%Y)- 121)3-4Edg l LOADING7=7S"CING- 2-04 C81. DEFL In (Ia;) Ude' W PLATES GRIPTCLL e Grip DOL 1.25 TC 0.45 Ved(LL1 -0.05 8-] >999 210 M720 261/190 TCDL ber DOL 1.25 BC 0.50 Vell(TL) -0.14 8-] >999 150 BCLL Slreae lnw YES WB 0.71 HOrx(iL) 0.1]3 6 Ne NeROM e FDC2014/rP12007 Mehix-MSH Wegh:5B 16 FT LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD SWunrus wood shafting assay normal or 5+10M Wine, BOT CHORD 20 SP NOR except and vartails. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applietl m]-11-11 ob setting. REACTIONS. (INsixe) 2=613/038,6,157M5-B Mex Hoa 2=170(LC 11) Mex Uplift 2=320(LC 8),6-1881LC 8) FORCES g1,)-Merz.CwnD3Mtax Ten.-AllWroe5250(Ib)or less except wren shaven. TOPCHORD 23-1038/:186 BOTCHORD 2-7-539974,67-53W974 WEBS 37-0287,38=-904/476 NOTES 1)UnbNsnced root Ila foods have been considered for this design. 21 Wand:ASCE 7-11,Vult=1 Month(3®stand gust)Vail 01 mph;TGD1,-C2Wf;BODl—&Opst Ir25ft;8=4511;1,-24X;eeve=oft;Cat. II;EIW C;Enc1.,GCpi�.18;MWFRS(direct I)aM C-C EAe Oq2)2-07 W 1-1-0,hteMr(1)1-1-0to 128-0,Exledor(2)12&Oto 12-11-12 xonw;orreilever teff and fight subarea;and vagi al left antl fight exposed;C-C lot members and loses 8 MW FRS for radial shown:Wmber D01=1.60 plate gdP DOL-1.60 3)Pmvitle adeRuate Maine,W prevent wafer pordirlg. 4)'Nis truss has been designed Im a 10.0 pat Na.chard live bad rloncmwunent wild frry Other IN.bMe. 5)'This trow has been designed for live IoM of 20.0wl On the haXmn uMM In all from where a rectangle 38 )taft by 2-0-C)Wide W,NI behsesn We hahom chaN and airy other members. 01 Provide mor manical cmnection(by othars)of Voss to beefing plate capable of whits andillg 10011,uplift at lolnt(e)auept gt-1b) 2=320,5=158. AWABHMU-VMytlWpnpvxmnm uW PFAa HaIESON IX6 ANa WSLUUEa MIIENFEFEBANCE PAGE E2FITlnv.la4YNIEeEfaeE USE. C J2n WIp roi woNy YAm MllaYeconwslas.MetluSg�kYnied aYy ur✓+n xx—lors Nwuo.ap 5 rorlan WIVYAe'f WItlXq comryxvd,m1 yslgo eelwe�m n¢IxAMrp worNs valb lM4nYcalMlbddevbR>a—lenad ivlrcaryaaR R6 vY'g7n lnloltwrnre�tll dfdgtH9pn.HaiViMl.NetlkMwevenl Wv11NaAIM11[MI[I..aq/alwadmembeR�. nIXAIMvIIemlv ' mym0 Panluad bdh3 eke amaryre411ev1b5xYJM0NIo gevenlcWtxFe WmW eFel JtVFYWpWwlYdan�o.fa yd�erd pYJav:a iIXT'xhp Me beat P=MeEW aM. �wv14¢Im99.t4Nay,ereclM0d Ga%V olbuvn tlingSYT•lemi ne&VISI/TIOWNCIIIxxr.MLSPaM KA MrM9CariVOMa1 Te�wx.FL 33610 L—yxMy IrEanWbn wfYAe hen Yimflola H41Ma.R19 N.lee S11ee1.9lle J12 PloaaltlM.VARRJII. JgYb T11ss Tres Typo Ory Ply Restate Hames'RmiCflon/JK T10]4]BO2 Jfl0030 HOS 1. Hip 1 nm 1 Job Referenw(op8o M1 Pap 1 Naming Building Supplies, Jationale,FL Us aq 2CZY6B -1Teklydlal s,Im. nue Brgt (3:4823201] WOO ID:g3_OgGueJMMJNgIOSZIPoCZV6Gs-vwU8k1x3VIUFCBCJANteOrc!Ll-a M480vRGaWOB_ .2.11.0 sB.B tUe-0 1&td 260 S40 4.86 2.7 .8 Scale=t? .2 41= 31 4 5 3W12 3x4 12 2 0 ] I.Ss4 II axe- 6 tv+ Il 54'8 108E 13-06 SOB 4-88 2-]-0 Plate Offal(XYI 12'03 Edo I - LOADING(psf) SPACING- 2-00 C51. DEFL. in (los) Vdell w Pill GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Verf -0.M 0 >999 240 MT20 240.190 TCDL ].0 Lumber DOL 1.25 BC 0.34 Vai -0.119 611 rMJ9 100 BOLL 0.0 ' Rep Sirens Irsr YES WB 0.31 Horz(TL) 0.02 6 Ne nre BCD- 10.0 Goda FBC2014]rP1200] Metas-MSH Wei 6310 FT=20% LUMBER- BRACING- TOP CHORD gas SP No.2 TOP CHORD Slrudural woad streaming dleadi applied or 1110 oc pudin , BOT GHORD 2x4SPNo.2 moopb and veficais. WEBS 2M SP No.2 BOTCHORD Rigid ca118g directly applietl or]-513 cc burning. REACTIONS. "floe) 6-159IJ5-0,2=611M-38 Max Hon,2=10.0.(-011) Max U,P]M 8-165(LC 12),2=-319(-0 8) FORCES. gb)-Mat Camp.Rdex.Ten.-NI tomes 25011b)a less except wren shown. TOPCHORD 2-3�1CBd489,3d=4011196,45=95M20A,5E=-44fl1290 BOT CHORD 23=620i1025,]-0=82011025 WEBS b]=69]1369,5-0=328152] NOTES 1)Unbala iced root Its loads nave been considered for this dmlg, 2)Wird:ASCE]-10,VuIL-130mpn(3-sttmd gust)Val 01 mon;TCDtrA 2psf;BCDl--30psf;fr25n;B-15f1; --24M1;earal Cal. 11;Elm C;End.,GCpi�16;NM/FRS(Mrecdoren)and C-C Exhin )-2-0-7 to 1-1-0,Interbr(t)1-1-0to 160.-0,Ededorl2)10-6 0 to 12-1112 zona;oanblever tail and right exposed;and vers left and ngnt m,dd d;C-C for members and Loses A MWFRS for rombases slmwn;Lumber D01=160 plate gap DOL-1,60 3)Provlde adequate drainage to prevent water posting. 4)Tnis floss has been reagned for a 10.0 fall bottom cMrd Ilee wad mnconcurrenl Min mr,other rate loads. 5)'This tmss has been designed for a live Imd of 20.0psf on Ne bodcm mord in NI areas wnere a recfan,le 34f-0 bill by 2-0-0 Wide will Bt debaser the bottom cWrd Md arty ogler mainland. 6)Provide mechai mrimmgon(by others)of Lena,to dewing plate capable of witlstanding 10)Ib uplift at jo urs)except iii 6=166.2=319. sgeesm.Vrlry denenpvxmne•a sMaEI d...ON red den WCLme..aEFEaxHCE eds di]ITl-edeas 59EFOBEn14E. ' pyM' WNIo�OsaJYwIT MIIeMO¢medoix,OtOenpiabxad wY mpOOnele¢Yurvm.anf kla an MAUIaW laiden com'u,rot Dia rytlaa Sam.O ,me ax .M IMoftV.,~q —r-.pri Fcw thrOldu no oa x.mgmaer. MiTek tdWStf le ad defied, J'bgundo men.Mingordedoo,doner YOdggeaYWmge. lOq�00 pJnTcaie?dgM 69nO Peike Ir"BlvJ. ems,rerefies, d8rlWw Weclwn Odd 19a 1n K LeeshaMlenc re a.WWIM 1 VAMx GaeaipYdavq N'llaiaYOdaVdMM ie�rna.rn BaMylnlonMMwameM1dn fila Row wOMle.sl9 N.feemeel.axW 31z,v�ddiwvn22314. JTruss TrlasTYpe Dty Ply Fro eke Homes/Bnicllon/JK Tt0]4]B03 Iop IJ17MM HIM Hall Hlp 1 1 Job Rare.. app Magtlng Building Supplies, JaMorWIIk,FL fi. 'Ullaar 202018 M.. IMraNes,Inc. Tali Mar 2013:4624201] page t ID.g3_OgGu 7&WNgfoSZHbCzYOGs-NSREM4Rgp1ULLmOVk5RO0reMNBVxW2gYaIriYOh 2 g-0 490 IL69 tyt a 200 Seats tXfi pap= yy= 4 11 12 3.M 12 lath= 3 2 Sa_ a8- 6 1bM ga0 1319 sea 4-]a PI NOflsets DLVI fi. 9 Edg 1 - LOAMNG(pat SPACING- 2-0-0 CSI. DEFL in Opp) III 1/d PIATES GRIP TCLL 20.0 Plate Gdp DOL Ii :I TC Ii I Ved(LL) -0.00 7-10 >999 240 nI 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ve0(TL) -021 7-10 >M IBJ BCLL 0.0 ' Rep Stress Iocr YES W B 0.16 Hgz(TL) OA2 8 Na Na BCDL 40.0 Code FBC2014/TPI20W Witt 6H Weight:6110 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stxtted wood sheattdng Misery applied or 5S7 W W11Ms, BOTCHORD a4 SP N0.2 .,I and veM.N. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-10-11 Wloading. REACTIONS. "oe) �5-0,2=611/035 Max Ho¢2=1111111) Max UpIM 6=-RwLC 9),2=-322(LC e) FORCES (Ib)-Max.Gcmp.Mlax.Ten.-All fomes 250 Oh)or less except omen sM1own. TOPCHORD 23=1105/613.3 -89&335,4-5=64&344.5-8-42&285 BOTCHORD 2-7-732/1053 WEBS 37=416^J29.5-7=x95/692 NOTES- 1)UMManced of live loads have been conaidered 1.this design. 2)Wind;ASCE 7-10;Vu11=1WMph(3-second gest)Val 01 mph;TCDL=4.2psf;BCDL=3.0pst R25tt;B-15t;1.=2411;eavI Cat. II;Exp C;End., 3Cpia0.18:MFRS(d rs.1 mel)aM C-C Eaetlor(2)-287 to 1-1-0,IMedor(t)I 1-0 to S6-0,Enedm(2)"0 to 12-11-12 xone;cantilever left and d id eVesed;end vertical loll and right iopmed;C-C for members and forces B MFRS for .Of .shmm;Lumber DOI eo pale gdp DOL=1 W 3)Protide Mariana drainage to prevent Water Wndlig. 4)This truss has been de6gned for a 10.o pal bottom Clad live load noncvmvl rsnt arm any other live loads. 5)'This more has been designed fora live batt of 20.Opst on the bottom MON in ati areas where a rectangle 3a-0 tall by 2-M Wide vnll fit between the bottom clpN and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of wdhstanding 1W In uplftt at joins)except fiat) 8=193,2 22. Q WppMNW YYllx hnpnpa'urutmeMPFAe N01Es eN iM6pHe XICLUOEeIMIEx aEPEe4NCE P.pGEMFlp1]m.lO0YN159EPoNEVSE �WMlw�wdYY�MIIeF@<on Joix lntdeaq�kL�gYY�Wnrwaneten4wwn.urJlsldmlMlWMpI hNa'ry cwipq�enl.mr mmewai �devand. on. tle4Tv. mtNvailN lM ugAlc[tllty ul MYpr gaaneneisaM goFenYMgVyv lnlnMarcu ' Iv4hpdeATn gal' ghRtr11a0kbpewni[ucpMolYxT4ld Mswebatl/acM<Imembm WY.PWllwd bmWaYmlpemWrBMgal' q k W.geraple0 W akHNm'Jbgevanlcd4va wM W.+be pemx4YeEyaMl'+r�rlYdamxe. ra9W Wrai gMaite rep3llg M IRMc4MnasiNnor»IvaY erxlknmJ'M........ lnsiye ,,e.,00nM GrdIYCAUM,Mka9ad N:3lMIlnPeWaWrWra Yap PeM EM BVtl. fitly IrMTIWan avdylelmm lnm Rale 9iMMe.Rte N.Ita S0ee1.91R JIR.Neiwdil¢Vh IIJ1E. Targe.FL 3Ya15 J* Truss Truss Type Oty Ply Riverside HomeE/Beshon/JK T10]4]804 Jt]0030 He Heft HIP 1 1 Job Rel ( OM1 ) Maming Bulldog Supplies. Jeoneralle,FL 81 rµr zv coi o...e.ii..��.. 1. .k Mar 2013 2017 Page ID.g3_OgCaa7NM1NpddSLIECZY6Ga-MiEZO2BOGIKUMOVPt)caMr iseNR fiP6Kl¢WOT/ .2 ne 6.712 11 tz6.B 209 6]-12 5212 oF8 Sule=124.3 3x4=14 1'.. 4 58 aN 12 al% 13 3 12 2 B 6 a4 Ism II - 7 = 64.12 z80 5]-12 S10d LOAOINO(p%U SPACING 2-0-0 (SI. DEFL M (bc) hall VO PLATES GRIP TCLL 20.0 Prete Grip DOL 1.25 TC 0.39 Ved(LL) -0.04 912 >999 240 fall 244/390 TCDL 7.0 Lvnber DOL 1.25 BC Oda Val -010 912 >99e 180 BOLL 0.0Rep Saes If YES WB 0.51 HordTL) 0.02 8 We We BCDL 10.0 Cade FBC2014/11`I2007 Wart OSH Weight:5516 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP Nor! TOPCHORD Slruclural ad0d sheathing almotly applied or Sl 00 WAbfi, BOT CHORD 2x4 SP No.2 except and vedlcals WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling tllradly applied or 0-315 M bracing. REACTIONS. (Ib51ze) 2-389N5-B,By13]Mtacllenicel Mex Harz 2=162(LC 11) Mex Up11R 2=31 1(ILC 8),8=-179(LC 8) FORCES. (lb)-Mex.COmp.RAex.Ten.-All tomes 250116)m less except Mren shown. TOPCHORD 23=-921/342 BOTCHORD 2-9_490x962,89=4981802 WEBS 38-Bial NOTES 1)Unbalanced mot live loads have been considered!Im III design. 2)WIN:ASCE 1-10;Vu1t Warrior(3-second I Vall01 mph;TCDL=4.2psC BCDL=3.Opst;R25ft 1344511 L=240;aaveyUp Car 11;Exp C;End.,GCpl-0.18;MFRS(tllrecdoml)and C-C Egedor(2)-201 to 1-1-0,Indo 1)1-1-01011-10-8,Einedor(2)11-10-8 to 1241-0zone;cWfillever left and I exposed;end verficel left and dgnt axposad;C-C tar members and forces&MW HRS for teachers shown:Wmber DOL=160 Flare grip DOL=1.69 3)Preside adequate dreirege to Prevent water ponding. 4)This Muss has been real for a 10.0 pal bottom chord Ise bed nonwmcurrent all any oMer live loads. 5)-This Muss has been designed for a live load of 20 0psf on Me bdlom rhos in all areas Where adenial 36B hall by 2-OU Was Will fit between the bottom chord ant any after members. 6)Refer to Rini fm India to trues wrinecbom. 7)Pmwtle marita l connect on(by oth rs)of truss to bearing plate capable of antarantlllg 10010 up118 nt Idnt(s)except QtAb) 2=311,8=178. �W4R ry0avxpRpvvml UD 0141 o"drom EEEfl LE )J 60YN NEU P.LM1 WIJ I V m MIIaM IM kWT Ra ur r an m aMl NNul t IkINY rx Ent rx,l a1�a91er use.lhr J91Jtic4yn r9 aHIW 4TIk �� I%xylYAx *uo wrk-b M nuunldbmb2 r.Adadooven ® balix dal v a«:uu,u dba xx.1 v mer 1. lard wv nmldM.11 war and _i MITOk h JV1mR m.ea 51odMNaMf ICM4 MlhMda fEVv+rV�t9R MWaM dgngvl yin d9�Waie' c'Wrrari2lne 1 yybdMl.y1 W¢.MWery.tv IWnabM Bgdhu.¢n OI Mdm seeRlkl/IRI GwWy CMW O5e 69vWBCN&16i9C ngwwJ e11rI1 ypNy N(anrMlan mrclBAeM1 1 R In flMe.2lBN due Street 916]12 Nazuv316 VhYYJ1 a 133610 Jog, T. Truss Type Ory PIY Riveldda Homes/Bedmlonl JK nwweos J1TW30 HOB Half Hip 1 f e Rel MmeM Bulldrg Supplies, Jaksolwllle,FL e.a aa.y��.�io.�j ��xw..a ID:g3_OgGue78iMJN9foSxHOCZYeGe-rH'tE2O2Bb6iKUVKbOVPLtyHShPIwINfiPeKMriVO]y .p.ryp SS12 .12 12-0-0 2.00 SS12 6b12 Shes:t?T' ax9= sxs= d 14 6e a,w Fi 1.6x4 O s is 04 12 z e e 6= �= J 8108 1280 4108 2-T-0 Pial OIIse1sIXV1 [210-2 haliffil - LOADINS(psx SPACING 200 CSI. DEFL. In (w) Well I� PLATES GRIP TOLL 20.0 Prete Glp DOL 1.25 TC 0.28 Vel(LL) -0.13 412 >999 240 MT20 244)190 TCDL 7.0 Lumber DOL 1.25 BC Gn Vm(TL) -0.S4 412 a433 180 BOLL 0.0 - Rep Sal Inc, YES WE 0.22 Horrn) 0.02 8 We We BCDL 10.0 COne FBC2014 P12007 Matdx MSH Wel Wth FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD SlmGural wool shedhing dtacbymplied or SSS oc puffins, BOT CHORD 2x4 SP No.2 excspt mho ver0oa6. WEBS 2x4 SP No.2 BOTOHORD Rigid calling dimity applied or 6tr0 do bracing. REACTIONS. "I.) B Irflinvamfthi 2=589/0-56 Max Hoa 2=137(LC 11) Max Uplift 8-170(LC 8).2=308(LC 8) FORCES (Ib)-Max.Comp M1ax.Tim.-AIIfortes 250 OF)orless exceptwren shown. TOP CHORD 2-3_999/518,31=42&180,4-5=-371/188,56-463365 BOTCHORD 2-8-6839118 WEBS 39=54&421,5-9=30&552 MOTES 1)Unbdmoed tool live loads have been omailevol for 1Ms design. 2)WiM:ASCE 7-10;Vule.130mph(3-second gnat)Vind=101 mph:TCDL,1.2psf;BCD".OPW:h=-25ft;B=45ft;1-2411:a n e48;Cel. II;EV O;EW.,OCi MFRS(dyed Tonal)and C-C Efdi-264 to 1-1-0,Inert(1-1-010410-8,Ede11or(2)4106 to 1280Aria;cantilever fail and right exposed;and vsrboal 10 and right eVma d;C-C for members ane fomes A MFRS for teeclimre shown;Lumber DOI=1.80 pate grip DOlr160 3)Provide edmuate dalrege io pmvmt vralet poMlrg. 4)TMs truss had been daslgned fora 10.0 psi botlam chord INe load noncollcllrmnt w%my mher INe loam. 5)'This trlse has been designed for a live Iniad of 20.0psf on the Whom Glord In all aneas where a rectangle 36-0 fall by 2-0-0 Won Will Bt bervreen the bodmn chord and airy other membets. 6)Rmer to ginger(s)Im trues to truss comecllone. 7)Provide machanloal oonnectimn M, the.)of buss to bead,and capable of efth mono g 100 to uplift at loim(a)except Qi 8=170,2=308. WI9NWL VMIy MlenprurclwemEaEde XOJE5 CH 1XI54HO HCLYYEe xNENNE2aaHCEY1YEl@JOJx,w.IMWNISaEFOPEUSE. pwyrvtlNlwuse oryY M9n lelffi canedws.Rtee9g�abmsd cNY upm[*xarelers Nunm aalslam MMOwY b�M'p ctmgmSnL lrol InawAem.Bslge Iffi.11'edIKKp MNJr,er roar vaulty XntgICGYINd Mtl{WI gxue,elen W gq�MYFUM+om@ Int Osipn Flo IMoverdl IVYJpd9aall.NIXlgaxlL'ma]Nmgevam eaoHYa YreleMdlxtm�Wao�e/�<nwamarrleel.a+v.wulwrn�mwrmme rerm�WnlaQro MiTek arn+m*levedmrmxmad lowaWwltemuw Wmm pm:ebla Pal®nn YyW magYeerlvdwrwe.wl emlala atlwualse®a•p Ills sew vane2a.l3Ya. kbCalbrL Llwo3e.MWny.xecMoglwtlrg olnusmaq mnsMemx reeYxe9mlfarmN CMnN,DMY9aM N31tMYq Conp4rlrl reltpe.rt silo ' SwNy4YpmWlwl mv#le YCT LIm IMR YmIIINe.21a N.lee SIree1.9Ib31 R.Obvaxlh VPII311. Jog Turn True Type Ory Ply promisee Homes/Earchon/JK T10747808 Jt]0030 H09 Hell HIS Girder 1 1 , Job Reference Manning BWbing Supplies. Jabomille,FL o.o•o= •�•._-•-..:.... PA+9:462830t] Pe0e1 ID:g3__OgGug1wiWNgbS[HbCZYeGaurh&M AVO]88Nn_CwaGPT]zVeoc W91eAeWOh 4L0 2-0L 300 480 sed. 1:10] lel 41= NAILED '.A(4- 3 10 4 I ]m tz j z _ 5 8 'y4 WILED Feral 1.54 I pO We3gd 400 Pae Ousels Y- 2:0-1-]0-1-0 LOADING(pet) SPACING 280 ON. DEFL. In (sec) VEeg Lb PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.30 Veri(LL) -0.01 SB >S199 240 i.R20 244/180 TCDL 7.0 mmbeo DOL 1.25 BC 0.19 Veri(TL) -0.M 58 >910 180 wa OD ' Rep Shrews trcr NO WB 0.07 Horz(TL) 0.00 5 We Ne BCDL 10.0 Cmda FBC201,VTP12007 Matmr-MSH WegM:35 In FT_20% LUMBER- BRACING- TOPCHORD 9W SP No.2 TOPCHORD Structural Woetl sheNNng chreply applNtl or 580 oc pudirW, BOT CHORD 2x4 SP No.2 except and vaNcals. WEBS 20 SP No.2 BOTCHORD Rlged ceiling directly applied or l 0-0-0w braing. REACTIONS. ("IM) 5=2370Aedlanicel,2=3 5-B Mex Hou 2=115(LC 7) Mex Uplift 5111 36ft-C 5),2=2M(LC 8) Mex G.5=308(LC 389,2�5(LC 36) FORCES. (ID)-Mas Oomp./MNx.Ten.-AO tomes 250(1b)mine except w41en shown. TOP CHORD 2-3=15 VRS 34-3 1,F5=26D143 BOTCHORD 2-6=13M351 WEBS 4B=-122/389 NOTES- 1) OTES1)Urlbelansd mot live India have been considered to Nis design. 2)Wind:ASCE 7-10;VUILl30mpb ISsecondgust)Vasd=101111 TODL=4 2pi BCDL�.OPI 11=2511;B=4511;L=24ft;eave=4N Cat 11;Exp C;End.,GGpi=0.18;MFRS heracWrel);wnlllever left and right exposed;and vatical lett and rind descent Lumbo DOL=1.60 plata grip DOL=1.60 3)Pmvbe annuals dralrege to prevent water ponding. 4)This truss has been designed for a too Psi Dolton chard live load noncacourrent men any other live loads. 5)'This truss has bean designed for a live load of 20.Opst on Ne boftom chord In all areae Where a Indianola 346-0 tall by 2-0-0 Aide Will tit mission the bottom chard and any other members. 6)Rete,to girder(.)for truss to truss comectlarc. 7)Provide mechanical connection(by others)of truss to beabg well capable of Wilhsteryi 100 to With at lblnt(s)except IpAl 5=135,2233. 8)'NAILED'Ince les 3-10d(0.148'66')o,3-12d(0.148'x3.25')toa- ails.For more details rotor to MiTen's ST TOENAIL Dol 9)HNger(s)or other connection desil ah dl be pmveded sufficient to suppod concentrated load(s)193 to clown ad 101 ID Up at 3O0On tap chord,and 1361b down and 561b t4 at 380 ou bpdom chom, The deegoneleclion of such connection tle mehin Is the responsibility of others. 10)In the LOAD CASE($)section,loads applied to the face of the mss are ded as front(F)or back(B). LOAD CASES) Standard 1)Deed a Hoof Use(balatio :Lumber Inciamen .25,Plate Inoeme=1.25 Uniform Loads(plq Van,1-3=-64,34=54,57=30 Concentrated!Loads(ID) Van:3-3(F)6=5(F)10-3fF611=1IF) W'=;VUIry Cvpnparnnxlm vntleFAP NO]E50.VTIx=,sO LV0Ed—EKREFEMNCE 44aE Mn]4Y!rev.lOO]/f0 IS aEFOFEYEE. Np,vGld fa�um mXY WN M11WDwnerdwi.Rk WNIX�hlurvlaNY ut�n Lu�ma co awn sd5le,m Y✓JMdld dXelu,eanponmUal a irtm sypury Belae ue.11n W Wlptlalprel mmi ve41ty ilw gyilcClMllyoldoga P'x�eiem W1 pMcrIYFwMwmb ftMOeLLTAIo Teoven9 1NY 1p Wag�.WacAphM:olW l:mwera^I dcNXlg onMlWlW auswe6ael/weMdmen�l:MGAdObHimc—a alJ'PomannnlaacM Ie 6dwmhreQLedhxMnv adman ru'hho Mars— 1..Sl4xtlW�Veen Code,ri . .i ger Sed R¢ tlla r.b F.l ani. Mxlcolbn akxIXX.tlloose- e—Ho lxw#g o14i - a101n1-30waVcirchlI VACrXwa.ePJa uld Car M1N'VEWrPUWFA T.,11.1 SdFly InbmrOYM wdtlMetan I1�FMIe MINIS.11e N,tee atreal.SWR J12 Nevm9la VAY[314. mp Truce Truss Type Cry My Worries Homes/Berlclan/A T10T4Te07 �J170330 H10 Hell Hip 1 1 Job Referenda 0 brional Menurg Bblldhp Blpplles, Jakwmilla,FL e. III eap eNmia mi•..,,., ,•• T M. 4827 2017 Pep 0 I 10:A3_OgGwRiMJNBfoSxHbGxTOOenf)_64R7kF27kF2kpUZTwRpotOHrvT(WUB'IUGPczWOTw e6o s.00 T.o-o 2U0 s6o zoo sod,W-1' AAA= _ 4 Tao 1z 10 g z 2 69YR- 5 = 1SM 11 coo 7.0d 5pp z6o LORDING(psq 3PACINtr 260 Cbl. OEFL In Qac) Udefl lb PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.35 VeMLL) -0.W 6-9 >999 240 MT20 244/190 TCDL T.0 LunDer DOL 125 BC OS Wm(IL) -0.07 69 >999 1nd KILL 0.0 ' Pep Smess her YES WB 0.05 HO2(TL) 0.00 2 Na Na WelgM1l:3e ID FT=20% BCDL 100 Code FBUD14/TP=DT Ma1mF%* LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOPCHORD SOudun,amod s0s ng directly applied or 660 ac purlins, BOT CHORD 2x4 SP No2 except and ewridels. WEBS 2x4 SP loop BOTCHORD Rigid.111,d.tly applied or 1O0-0 oc thodin . REACTIONS. (Ihrslo) 5=2371!Amhanidd.2=3& O Mac Hoa 2=173(LC 11) Max Uplift 5=115(LC 9),2=-219(LC 12) Mar Gore S=E370FC 17).2--3&9(-C 1) FORCES. (b)-Mex.ComplMax.Ten.-qp times 250 QD)ar leas except vAxrl shorn. TOP CHORD 45-281236 WEBS 4{-199,295 NOTES- 1)Unbalanced mot live loads have been considered for this design. 2)Wind:ASCE 7-10;Vdt=130mph(>smoud gust)Vasd=t(lmph;TCDL=4.2,sf;BCDL�.OFof;M1=2511:B=45f1;L=2411;.::A l;Did 11;EV O;End.,GCaAAB.MFRS(dbsclionel)and"Extedorl2)-2-014 to 0-11-2,IMetlw(1)011-2 h s-0-0,Exterior(2)5-00 to 6-104 one;cn uiilever 1.11 and light exposed;and veltl0E1 lett and tight exposad;G-C for members and betas&MFRS for mactiona an.;Lumber DOL=1.60 plate gup DOL=1.60 3)Provide adequate drairege 10 prevent water poftnW. 4)Thus tons has been designed for a 10.0 Far bottom cMN IMe load hormonamenl with any other live loads. 5)-Thus truss has been nesugned for a Iuve load of 20-0pef on the bottom chord In all areas an re a regaWle 266 tall by 2-0-0 wide Wil f9 between the octan dlord and airy other members. 6)Refer to gurder(s)lot Imss to truss connections. 7)Pmwde mechanical connection(by others)of buss to bearing plate capable 01 xihslvMirg 10010 uplift at joint(a)except Bt-JD) 5=115,2=219. A.....-aAna,0sesee wMwe.n4afAp NOTEe aNTMa1NO wCxaOFO MFEN PEFfMNCEYI4ExP]4Am.lO0YN169ElOax aeE YY W1m WMloI—.,'uanbAleklacareclms.Inh�leapn 6YxaEtl uYY upm V.-vaanlert Luwrt m161n mkx1MWw1*W[Mtl comes��nl,roi N�YN■ nainudoe aero,e,.�.lne t.sam�>eswx.m�al.�Iry lne.ww:.ulnaaewar..m�ebma./aw>enrM Deb ma�lev�nlo m,�r�a1 MReK lxlaq ®¢b9 M9caleOhinwevenllxieYliM alMNkhN hue weDaWucMamum[n wir. MWSM lemlwnv ma[�ea^n�rnia¢b'9 Wgyle[xLetl b�aPMlyeM to wevenicWmse vlanw�wwe mrt^41NuY�y wq�ytYsauish, f.ties.ad..se�ePaa M WPa�Fe Ed Bw. fRlcoMlessonuOfurAvCnsoA adbaGq of18 N,LUMlnR sfibmnwMNWnAn VA MCMMN.p5ed9 and aCfl MadiaPCoaVcnwA ��.FL 33610 iyeM gbmeXm avdYAe 0dn1n6 RWe XMMe.Rte N. ceSTeeL AIR a1R.Ple.mhly VA MIA _ - �a Jg0 • Truss Table Type OtY MY Rlvereea Homes,BedcM1on lJK TID747000 J170030 H11 Hail Hip Girder 1 1 Job.ng Building-pplis, Jakerholls,FL e..10 sere ev M16 MIT*Industrial Ile. Has van 281d 27201 I Vager W:93 0gGW78NJNgtoSZHbCzY6Ge-ftt7 MR7kF2kpUZywRpsV0EZVPdILN69uCPCZWO]w .p.00 ]_0.0 9.18 zoe Yee Scall=l.9 sis l N.ILED .to= tea II 10 a 3C0 12 2 1 11 6 ffi- Spinal 3r/_ NNtED TU.O a1-9 Toa z+e ,an.Ot- (XVI I24O8EN1 LOADING(p5) SPACING 2-0 CSI. DEFL in (Loc) Weil IW PLATES GRIP TGLL 20.0 Mete Grlp DOL 1.25 TC 0.50 VNft-Q -0.00 6-9 .999 240 Mi20 249190 TOLL ].0 Lumber DOL 1.25 BC 0.59 Ven(TL) 8.18 A9 .594 180 BCLL 0.0 Rep Sbess Irwr NO W B 0.16 Horz(TL) 0.01 5 We Na BCD. 100 Coolie FBG2G14TPbSd7 MNtx-MSH WaigM1i:381D FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD SWotuml ova id shealhing directly applied or 5-23 oc punts, BOTCHORD 2x4 SP No.2 auept and yerii WEBS 2x6 SP No.2 BOTCHORD Rigid cauing dloady applied or 1O0-0 oc bredi REACTIONS. (Were) T563O38.5=08&0.58 Max Hort 2=100(LC 7) Max Uplift 2=302ILC 4),5=-313(LC 4) FORCES. (Ib)-Max.CompMlairTen.-Alllones25001lorlessexcepiahnshown. TOPCHORD 2-3-858Q94 BOT CHORD 28=2]5914,58=-20Y858 WEBS 36-58910.3-5=-1144/390 NOTES- 1)Unbalanced mrd live loads,have peen Iona cered for hhls design. 2)WIN:ASCE 7-10,VUI1=130mph(3-second gust)Vesd=101mph1 TCDLd.2pa1;BCDt_3.Op f,,82511;B=45ft; --24ft;eava--4tt;Cat. Il;ExP C;End.,3CPI=0.18;MFRS(dlrec6arell;centllaver left al NIA exposed;and uerkoai IN and Nun ahposed;Lumber DOL=1.80 plate grip DOL=1.80 3)Proved,adesi drNnage to preveN water enroll. 4)This ones has been deslgnN for a 10.0 pit botoin chord live load henconwirrent Mih any other live loads. 5)-This truss has been designed for a live load of N.0rsf on the bollom chord In all areas Mbar,a redari 38U an by 24)-0 Woe MII ift between me bonom clerd and any other members. B)PmNtle medtanifal Conrhedlon(by others)01 truss to b,adrg pets capable of MMatandlrlg 1O01D uplift at joings)except awb) 2=302,5=313. 7)'NAILED'indioates 3-10d(0.14('x3')013-12d(0.140'x325')toenails.For more details rear to Wek's STTOENAIL Detail. e)Hb,dr(s)or otherconnec8on davice(s)sholl W pro aded suMdent to auppod conoeMratN loai(s)1941p down and 223 I0 up at 7-0.0 m tap chord,and 3351p down and 102 to up at ]0 0 on bottom chard. The dedgNsetectian of such oonneclion davice(s)is the responsibility of omers. 9)In the LOAD CASE(S)sedmn,loads applied to the face of the house are noted as Iron)(F)or back(B). LOAD CASE(S) Standard 1)Deed♦Raaf live(balanced);Wmber Inclease=t25,Plate Itereasa=1.25 Unlfoarn Loads(pit) Ven:1-3=-54,3 4-Ss,,57-20 Cmcentrated Loaat(hp) Vast,6=.335(6)3-14](8)10=-120(8)11=8Qi V wfeHwa-1M oasis Pxum(we-saP to Write CN rose ANO NCLVOEO errEN aEFEeIaoa PIOselao J m.neadoe S aEFORE 04E pi> veIIJ Iwuw .1 In lMoeynoahvul.'u{wn(nrmmlers Ywwn.mlkloimMIN@ssi r,i1dkV sxsrenL ml i tem el-tv, I ...1Oi r.-Imu,Non WUs. of nods. odi paanebn�niVrtY 1Yf�cwWrNe ihk Omen Flo lheovertll 1x9[leq[im¢h. aaGgtMcaleOklo IXeveni WCMprq ollr✓1htlWlrue WabaW/meMtlintiptlors.. mFgaymOlreffe lbr4'rU ek• kMwaYt iag4'. so' 0000sol,on iWlk and to.Pers] mseemlpl cablexmDa.I. � eve Ts 6004 Pertr Esq BXtl. kOIM 4w.e.ONNary.mechas rnll oarll,nese. saiMl 12.eMiN/Rll 1A.1nIIIW.O6B�a>aM K'Ii auMhYOerrWMrO Terga.FL 3]610 SZaly YtlwmOXm nWlYin M1,xn Iran Pmb FnXXMe.21e M,tee SM1eel,sidle Jl2 lMvwhi Vx22311. Jqb Tllsc TessType - Dry Pty 1liv MdOHomes/BerdmIJK T10]p008 J170030 HI2 MonoplM0 2 1 1 Job R.I.M. o 4,Pnal 8.01s AM'Rek lntluddeaNrLdzToe Mer 2113M:2620 ] Marine,Bu11tl1161ppfes ]eiMGB553u 4110 legs OPGreoNo-teuWchOLEZP)(J1411PLIshadalPege1 2.pp 4110 42-0 Sol N6 1.5x4 II 4 3N12 1SM> e 3 2 I 6 25= as,_ &t-0 91d Plata Oilsdia - 2:02-0E LOADING(I" will:1,11:1 2-00 CV. DEFL In (lac) Wall L/d PLATES GRIP TCU 200 Neill Gdp DOL 125 TC 0.55 Vart(LL) -0.13 53 X833 240 Mi20 244/180 TCDL ].0 Llxnber DOL 1.25 Be 055 VertITL) -033 " X328 IBJ BCL- 0.0 - Rep Shen lncr YES WB 0,19 Horz(TL) 0.01 5 Ne We Weight:4010 FT=20% BC OL 100 Code FBC201MFP1200] McNx-MSH WMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Structural MlCO sheathing directly applied of 6 O-0oc pudirs, BOT CHORD 2114 SP Not except entl Yedicab. WEBS 2x4 SP Not BOT CHORD Rigid ceiling doldly appeal or 9-2-]ac owing, REACTIONS. (ILvklxe) 2=455N3-8.5--W20l0 Mex Horz 2-1 fill11) Mels Up11f -263(LC 8),5=128(-0 8) FORCES, do)-Max,Comp.Mlms.Ten.-All losses 250 HIM)or less except Mien silo er. TOP CHORD 2-3=626259 BOTCHORD 2-5=4(l WEBS 3-5=-5]613]0 NOTES 1)WIIM'ASCE]-16 Vult=130m(At(OseconC gust)Veetl=t OIMph;TCDL>2psp BCDL=3.Ops1;III Be15fl;-=2411;eave=4f1:Cat 11;Expo End.,GCp1=0.10;MFRS(OirecNonal)and C-C Exlellor(2)-2471*1-1-0,Imedor(i)1-1-01.8 11 zona:cen0ever le0 and Fight expoaal end vedical NX and right espossal for members and fortes 8 MFRS for mscgom shoal Lumber D0L=1b0 plate grip DOL=180 2)This Musa has,been designed for a 10.0 psf WHOM of INN load IMnrglKunant Mlh arty other this loads. 3)-This hueshas bean ded,wil for a live load of 20.ON1 on Ilse WHOM c1aM in all areas where a ectal 3 -0 tall by 2-0-0WI MII at beMsen the bodom cMM and mN olhel members. 4)Protide machanlW connectlon(by others)of bees to baadrq plate capaNe M Mlhatalltling 100In 1 Lift at Idnt(s)except gt=1b) 2=M,5=120 Q ty4garye-yypyyyprpreMve Ore MMOTE90N iMS AND NCLYaFOYIENPEIf .YA4aileal m.'.r BEFOae WE FioalWH lw us,aYyWT MIM0 cam 1—IMtde4,M t Io YNun pclarelers Lawrtad 0 m MMdM IukNp cwnpxient rot nuyryy¢m pelpe�[e.11¢lnMVtlaLL3liermmvelln lregxit/tlllYcrdLTl��lielenaxfR Y�llrk IWlaR xNaa4n nwlMavelai �. IxAalre mlxaa. a«rm wxrn«enlo l>rewaalarena cellar uw nl�weomvola..amsmre om 1.,M.F ml>'+w«ODellllw�ell.«m® a of OOoWd al ii MM aevenlcdlgva WmlwaLLNe lcalwlitl M1Wry av]aalaNdzmpl.lRlwla el.Fir paalx{1M epw veltr EW eAd. IWk IAM slao3e.MWerv.elecnonadaWpollnseSaM mea sYeeirl esMNWIN1 Quant' u411e,D59'a>ai4I l arWnDCpnPelwlll ielrys.FL 3aelo adMryypnleryal4atfYAerypnlnm RWskMMe.R1B N.1ae511eet 911e JIR.01exm9b.VARR]I<. - J Truss T. Ti Cy Ply Riverade Homer I BsricMn IX ' pfi yPa T1074>B10 JtT0030 H13 MBlwpilre T 1 Job Au"fifirs.t2pappal) MemnA winding Snpplles, JekWWIIM,FL IDg3_OgGue]SiMJNgkSZHDCZY6Ge RFIPo5XLV11¢]eMILUHI35a3i5uphyaAWTV O]u as yp LT-tz a&o 2.p0piT-12 310A ease=1:has 1.54 II 4 5 W 12 154= 11 a 12 2 l 1 I a a4=6 6= OBO B80 Prate OBsets Y LOADING(psl) SPACING 280 CSI. DEFL. In (bc) need w PLATES GRIP TOLL 20.0 Plate Gap DOL 1.25 TC 0.54 Ven(LLI -0.i2 7-10 >B&I 240 MT20 24G190 TODL ZO Lual DOL 1.25 BC 0.55 Vel -0.29 7-10 >340 180 BULL 0.0 Rep SBms Arcr YES WB 0.15 Horz(TL) 0.01 7 Na Na BCDL 100 Code FBC2014cTP12007 Meeh-MBH WagM 37 Is F ::2 LUMBER- BRACING- TOP CHORD 2x4 Be Na.2 TOP CHORD Slmolura wvod shearNo,already applied al 0-0 W pulling BUT CHORD 2x4 Be N0.2 excepl and verMals. WEBS 2x4 SP N0.2 BOT CHORD Right call,dimctlyapplled or i W breer REACTIONS. (flava e) 2713004-8,7=3001decbaMcal Max Hoa 2=118(LC 11) Mex Upllff,2=-253(LC 8),7=122(LC 8) PONCES (Ib)-Max.CompWax.Ten.-All forces 2W(lb)or less except when shown. TOP CHORD 2-37554237 BOTCHORD 27=-3781535 WEBS 3-7=-551 NOTES 1)Wind ASCE 7-10,Val ci pM1(3adr and past)Vasd=191 mal TCDL-A2Pf:BCDL=3.0p d:h:258;B�Sft;L=248;sell l;Cal. II;Ex C;Encl..GCp1=0.18;MWFRSdrectural and GC E,radm(2)-2-07to1-1-0,Mterbr(1)1-1-0toB zone;rsmilevetleft Bra right exposed;end vertical left and nght ep¢ea ll C for members are forces 8 MFRS for reactions shown:Lumber D01-1.60 plate grip DOL=1.80 2)This train Ilea been resigned for a 10.0 psi MBWn CMN lye all nonuxcunent wllh any other live Ioa0s. 3)-This eus5 flee been designed for a the loado1200W1 on the boftom choN in all areas where a rack l0380 fall by 2-0-0wide wail fit bebieen the Mtlom ctand and any other mem0ere 4)Raper to g oor(s)far buss to truss connections. 5)Protide meclla ural connection(by ones)of Wes to bearing plate catcall of wtiMlandftg 10016 uplift at ldoflsl except]i 2=253,7=122. Ave. Mtlpnpera+elweanCeExe NOTE5 CN7aI38Xa xICWOEO.WIEx PEfEaa NCEPIGEM,41<1]m.teOYNIr rEPoeE VSE �lNHnq Yx�Y'w7m M ®c t�4rotlegW plxaxf dYY u{wn pawnenersslvVwn.wbsloim MMtlitl WYtlY✓I msmryxant.ml Isnarecem.P¢Me u[9.IMgyt♦q rm�l valN me apbacayalaess Wanxnenmi P%>arIY MU P, aaoft aeWVIn1o1M VwMl M!Tek aw maaur lo«ie awanl�l mm�waemaaa�awiw prem aumrwaare"'e naarM HlnkaavLnaape.UeMerY.erttbna'tl tlaclpollr aMLld Ghon'... OR14 oolI MMa,W0d9aMBL9MppCpMurw4 red Feel.1.Ell,1arva ty4y alyrrippr mye?Ae pqn Gw Rale YaNNIe.RIB N.lea IDee;sJledl2 Ne�uvIY.VAY[31<. ianpa,Fl 3^610 IJoy T. Tams TYPe Ory my Nverside Homes/BerbMn/JK T10]4]Ott J170030 H19A MOMplhb 8 1 bRafilloonle(optimWl Manning building Supplies, Jelmmmalle,FL e.mv w 202016 ark—a IM F reM 20 29201 Peg 1 ID:g3_OgG 7WWN9bSzHbC"Y 129P05iILVm7"LUH4S5ez15M13ya NJWzWO]u ,P7 1 BBo 4]nz &tae 1S0 II Saint=1'.165 3 4 8th 12 t.e.4 a n 2 10 1 a a.4= s 36= B6o &6l) Plate onestax - 1:o-zrE LOADING(pep Si 2A C51. DEFL. in (bc) ad" Ib PLATES GRIP TOLL 20.0 Plate Grlp DOL 1.25 TO 0.57 Ven(LL) -012 69 XMf 290 W20 24(0190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 VerpTLI -0.30 69 x320 100 BOLL 0.0Rep Slakes oxr YES WB 0.17 HOR(1L) 0.01 a We We BCDL 100 Code FBC201NFIR20U] Matrx-MSH Weight 3416 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWnural wood sbeathr,directly applied o1e-0-0oc podia, BOT CHORD 2x4 SP No.2 exceptendvericals. WEBS 2x4 SP No.2 SOT CHORD Rigid ceiling diedly applietl or 42-1 oc bradng, REACTIONS. (IWsize) 1=30]N-3E,6-�1UMecbanlcal Mee Hort 1=106(LC it) Max Up1m 1=121 LC 0),6=-1W(LC 0) FORCES. (b)-Mex Comp.Mlex.Ten.-AM lorces 250(IU)or Ieae except Nhen sbkwn. TOPCHORD 1-2-60(0362 BOTCHORD 1-6_40 %B WEBS 26=61 1/387 NOTES 1)Word:ASCE 7-10;Vtf=l30mph(3-.Pd gust)Vasd=101mph;TCDL=4.21w1;BCDL�.Gpsf;b¢5M1;B-15R t=2411;eaveyft;Cal. Il;Eel)O;End.GCpi-0.10;MFRS(directional)and C C Ezra ior(2)a"to 3-0-0,Intermit)3P"to 860 know raMllever left and right exposed;end vadW MB and night mgwsed;C-C for members and lorws&MFRS for readione shown;tuner DOP-1.60 plate gill DOL=1.60 2)TNs takes las been designed for a 10.00 borons dwrd We bad komonwhent with airy other live loads. 3)-This hose tars been designed for a live load of 20.Opsf on the Whom ctwrd In d1 areas aftere,a rectangle 3fr0 telt by 20.0 wade Wit fit beMeen the bottom"Ol and mry dhm members. 4)Roper to glyder(s)for tmss b buss connections. 5)Provide machanicaf connection(by others)of buss to bearing plate Collette of wltlstanding 100 It up1I9 at pint(s)except 01=1b) 1=121,6=138. WAIINwe.VM,,aka apnmrMx .1..ONo.ON Per AHO MCLV.etTEN flEFER4NCE PI4El49O9nr. ewtrnt W.NraYvJa9ltwwaaoua]aala.dweMuemrYM«tnal9o)naoamvaOmawi altlaesa-wYmgw�bmwDMadambPkml aws9eeyoryanleunlnwm piiuwrWe9aulmNev9elw/.t@earspI akdwtevwadk�.rwta�CMn.l aeiaf.Nwads..aUu�vMer,aM.NK:amlNwaYW6MakrIIrnlYY2l»mCNmLn1xYw9lOu6�NrorMEereFsnaOceYNoa EnenryUeeorS mkm.da"'. " wl9,fOan—matan dATade49derVne, o^ereme�M.�rnalr1a l M^iPTeeFk6.oae rvLa 3E Na:ir0e n sweets, mMOO, MM1MalWkink. esretsA» m,vamae . J0D T. TIIas Type CRY Ph/ Rwenside Homes I Baryllon/JK TIO]4]012 171]OIHp H14 MmwPiM 1 nm 1 la muxk�m.mmn+ ii.. xab4R (optioned) Mwnlrlg&xMlnp SupDlms, JeMaomllle,FL gszH .1 28366 2017 Page ID:g3_OgGlle70iMJNgIOSZH6CxY6GeLEp>c86KOItltlaG0Y02]WOIej160mYEueoz]YlxYWOn 24.0 ].BA 2A0 ]&0 $ub=1:182 3 II 9 307 12 B 2 Lj 4 yy= 1.5.4 II ].60 ]PO Plaza Offle D(n 120-212Ed I LOADING(paR SPACING 280 C51. DEFL In (roc) Vdah L/d PLATES GRIP TCLL 20.0 Maze Gdp DOL 1.25 TC O.]0 Ved(LL) 0.14 4-7 X86] 240 MT20 2"la) TCDL 7.0 Limber DOL 1.25 BG 0.58 Vert(M) -0.37 4-7 Q2H 180 BCLL 0.0 - Rep Sneas Ina YES WB 0A0 Hom(T-) 0.00 2 we Na -CDL 10.0 Code FBC201MP1200] McMx-MSH W.'w:2B Ib FT=20% LUMBER- SRA(A"- TOPCHORD 2x4 SP No.2 TOP CHORD Structural Waoc.heeXllrp drectly Wpllador 660-0as.Mina, SOTCHORD 2x4 Be No.2 except end veMraN. WEBS 2x4 SP Nat BUT CHORD Rigid celling dineclly applled or 1080 m anteing. REACTIONS. (ID in) 4=267AAeohyyml,2,r08•b-58 Max Hors 2=108(LC 11) Max Uplift 4=-105(LC 8),27245(LC 8) FORCES. (Ib)-Max.Comp4Avr Ten. Allioma5250(lb)or1essexceptMensfgw0. NOTES 1)W IM:ABLE]-10;Vd1=13GnpM1 RS all rid on.1 Vasil=101mD0, r(2) 2 .2Pa1;-CDL=3.0.51;)25X;B7-74 L=24X;eave,er l Gal. II;Elly G End.,OGand y8;MFRS re fightlonaR am C-C Exledorl2)e and io 1-1-0,IMeFRS t 1-1-0107-N zone; uotft aver tell andDOfight-1.6exposetl i end L=l 6l NX em right eywsed;C-G la memaers end tortes 8 MFRS for reedimw shown;Llnnber DO1=1.60 plate been DOL=160 2)TNa.it h been designed drat 10.0 le bottorbd.120,011f 0 cMM live ran. non&.M In nftal MITI araeenter live loatls. 3)''Thi.trews M1a5 been designed for a live load r 20 bar on the MXom MOM In all areas Mlere a redargle 34f-0 far by 2-0-0 wide MII fit belymbriglobe the bdkm chord and any other members. 4)Referio giMm(al for Imes imss mnneclions. 5)Protide cal conrleofcllon(oyolflens)of iN55lo bearing Prete capable of MiMhlWitg 1001b uplift at rent(s)arrow gldb) 4=105,2=245.=245, Q WABNw4 VMN 4vlpn pwanretwe m4 PE4a NalEe dl IIM AMp MCLIgEa YIEx aPFNANBE PARE Y4)4A m.IOD3NI6 BEEaaF Yat �tP v.Lltl la uu or1Y VAIb mlll'e1 conreclas.Rh CeYm kbattlaYY�a Mminldivnol'T,mtlhM m FtllWxq dMtg compmenl,rot Mmrynlem.4¢Iae .IredWA✓a Myy�et mini vMNIIw MFlcdillV dcp9gl PaannlenoMµo{ueYM:apxnR lM1k tletwnlnlolM ovadl WJIV dMTI.®Ocl'9M1McaletlhbpeVenl WCMgoIYgvMlY lnmweocM/acMxa lnnmEm wYYµMekxxL lamaatlmeal daf+e M k• 4dvu!•lMlkea lwilaLNBYmtlbgaVenlcdkxee Wla W>sde Wmxxx M.xYOMpc{mMdmlMle, tMmtU ptlulce mI4 utooV'a noye 00 Pea EM BM. Iobkalbn Yaq,'e.tlelNetY.emcBmaglxacYydMlvamOliwMIaR SNJdUMI GOXyCTxh D5aJ9aM K51WkMp Campanenl Tetrya.FL YEIe SyerYltypmygl mtlatle nwn B�4b13 MPIIe.218 N.Iee5Tce1.the 312 Na[mA16 VR'R310. Jap Tmaa Tw Type - O!/ Pty Riverside Hamas I Berchon/JK Ti0]I]013 IJi]OD30 H15 MwwpXM I 1 Job Pefereme Doral .in,.".,a,Supplies, Jaxeomnlle,FL BjNgMApr 202018MEp7x Ke dd lric. Toe Mar2013:48:30 A?Pege1 10:g3_ODGue]NMJNpM5d1ECZY8GeGEp]c86KOIddbGDYD2yWOM1ikfiPmYEuBoxTRxzWO]t ]-g a ]-8 0 15M a ease.1:145 2 do FI-2 B j� Q 3 xn= 1sa II ts0 ]-9p Plat GnaetsaYl [1'00.2-0Edpel LOADING(0) SPAC 10 2-00 C51. DEFL In goc) Ii Ud PLATES GRIP TOLL 20.0 Rete Gap DOL 1.25 TC 0.]8 VenfU-) 020 38 >466 240 NIT20 2441190 TCDL 7.0 Li4nber DOL 1.25 BC 0.84 Verl(TL) -0.49 3B >214 i80 BOLL 0.0Rep Stress inn YES WB 0.00 Hoath 0.00 1 We We BCDL 10.0 Coda FBC2014?PI2007 MatdxJ43H Wright:26 In FT=20% LUMBEW BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood dernahing directly applied orb-0-0oc purlins. BOTCHORD 2x4 SP No.2 .sept end Vedkals. WEBS 2114 SP No.2 BOT CHORD Rigid ceiling droopy applied or 1(Y0-0 a brsdng. REACTIONS. (Ib9ixe) 1=28141543,3-281/f.Mxhenical Max Horx 1=9](LC it( Max Uplift 1=-112(LC 0),3 121(LC 8) FORCES. gb)-Max.Gomp R.lax.Ten.-Mltome.250(lb)orlessexaeptwfren M. NOTES, 1)Wind:ASCE 7-10;Vdb130mph(3rhoond gust)Vaso=101mph;TCDL=4.2pa1;BCDL=3.Opsl;h=258;B7 fift;L=2411;eave7r8;Cet. 11;Ellin C;End.,GCpI=0.1Q MFRS(inactions)and C-C ExteMr(2)ito 3-0-0,InteMr(1)3-0-0 to]-]{ID %ounblearr left and right exposed;end shhol l left and right expasi dC-C for members and forces&MFRS for reactions shown;Luber DOL-1 60 plate gnp DOL-1.60 2)This truss has been designed for a 10 no psf bottom Chord live load norwonounent wflh any Other live loads. 3)'This truss has been assigned for a live load of 21 on the barren dlord In all areas rafters a rectangle 3E-0 tell by 2-0-0 was al lit between Ina bottom crwrd and any other members. 4)Rader to girder(s)for phase to tw connectors. 5)Provide mechanical conneolon(by others)of Vi to heading plate capable of wilhstarMlrp 100 lb uplift d Idnt(s)except(idb) 1=112,3=121. Je �WgRN vXYhope pazrxl ON TEY AVCLVa fERR LE Arra.IOOYNISIfEORFVSE DedPa v:Mal In MI1W MSNW} NYur 1 Hn.ax1 iYUMW1MYdM\IcdnNrenl rot alnm .PrJ .Ilp IIJp le5(Xw ix NhK ggYb Rglry f9� M I �¢� 1.Y IY haexgxole Xt Nlo X✓ovadl IMdpaeWT.N awX.x: ed n rl..:. Illalwla nae. aw/ nota «�� ao+r neea�.,d le.,,r«wmev��renla�:lra r ek' uwen.ease a, bSlyaMlw cWiq.�WlnrxvHh a�l`+wW Mrvamw cem aama9a_ I easels ealaaw oaraaD n�a m van.Er awe. pdicaipn9W� delNery. ticnm)[mcxgol wJXua Mlem u:MNN/MI OwXy CAwb DSL-09 oq BC9lWbieCmponA ilrye.FL a3a10 adelx Mlplfgain avJ4ieh I %ale XMe,113411 I.SPI.S12 Ne mdL Vh Y1d10. Job Trues Truss Type Day Ply Reamside Homes l 9endt.f T10]4)019 1,170030 H16 MONOPITCHGIRDER 1 eu Job R 1 ti 1 Mamrq Bdl6llg SWpl'res, Jekaom111e,FL a.Ngt a eZY6 MRekiousoylUM. Tua 13.46:31 v ager ID:g3_OgGue]NM1NpfoSLlbC4YeGepRNVqUryBylUDOOINWILBx6WjNNMF1tlsOVOEWOis 4.).3 1 1 4)3 3913 1.4411 Suale=Ifee 3 ago 12 M% 2 1 Y]= HTU26 5 1. 4 H �2a HT 3.M18 II HTU26 6 M= 1 T 26 693 )-9 0-03 &1-13 Plate Choose(XYF 1110-53.0421 LOADING(pep GRACING- 2-00 CSI. DEFL In goo) Vdeft IPo PLATES ORIP TCLL 20.0 Bela Grlp DOL 1.25 TO O.dB Van(LL) 406 S) >999 240 MT20 244!190 TCDL ).0 Lumber DOL 1.25 BC 0.61 Ven(TL) -0.12 5-] 0]31 160 BCLL 0.0 ' Rep Strew Ina NO WB 0.39 HadTL) 0.02 4 we IVa BCDL 106 Code FBC2014RP12007 MBMx-MBH Weight:75 to FT=20% LUMBER- BRACING- TOP CHORD 2x9 SP No.2 TOP CHORD Stratural wxd sh ralNng directly applied a 3-7-9 x Purlins, BOT CHORD 2x6 SP NoA0 excxl and veritcals. WEBS 2x4 SP No.2 BOT CHORD Rigid cNIMg dirsayapplled or 418 x braGng. REACTIONS gbklie) 1=25591058,4=18( aWWMrI Max Horz 1=94(LC 18) Max Uplift 1=-1000(LC 4),4=]19(LC 4) FORCES. (M)-Max.CompRAax.Ten.-All forces 250(M)or leas except ahen shown. TOP CHORD 1-2=4084/1602 BOTCHORD i-5=15673973,45=-15673973 WEBS 2i=-422811693,2-5=)952139 NOTES- 1)2-plytoesto be xnnectediWOt rWth 10d(0.131X3-)nailsasfollcw Top chouls xalecleJ as lNlowa:2x4-1 mw at 1-00x. Bottom Words connected as follows:2x6 2 rows staggered at a9-0 oc. Webs connected as lollows:2x4-1 row A 1-0-0 oc. 2)All loads are considered sanely applied to all plies,except If noted as front(F)or bxk(8)fxe M Xie LOAD CASE(S) hot.Ply to ply corereGlons have been providetl to d15m0ute only loat8 noted as(F)or(B),unless direness indicabol. 3)Wind:ASCE 7-10;Vu11=130mph(3-ascond gust)Vaed=l of dI TCOLA 2dd;BCDL=3.0ps1;R2M BdSft;L-24X;save-ll;CM. II;Exp C;End..GCp"A 8:MW FRS(tllrectlWa):cantilever left aid rlght evo,mo;anal venlcal led and night ex(wsed;Lumber DOL=160 plate grip DOL=160 4)Tas truss has been deslgrred for a 10.0 Pat Iwttom cord live load nonxncunent nth any other Ilem Ideals. 5)-This truss fres been designed for a Ilya load of M).0p el a1 Me bottom choral In all areas valuers a rectangle 380 fall by 2-0S Ads All 111 between Me Oran Chad and any other members. 6) Reter to giden(s)for truss to Imes commaore. )) Provide meWanlcal connection(by others)of trues to dead, let.capable of andsmMing 100 M rplift at long.)except g=1b) 1=1000,4=)19. 8)Usa Simpson Strong-Tie HTU26(20-10d Girder,11-1 Odx1 12 Tmes,Single Ply Glmap or equivalent spaced at 240 oc max staarg at O]-4 doorAram the left n Is l0 5 114anent M connect Imss(xj o tram lace of bottom cord. 8)Fill all nail holes wTere hanger Is In xMed with lambs[ LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Ixreese=1.25,Rate Ixtease=125 Unit.Loads(pip Van:13-St,14=-20 CmcaNrated Loads gb) Vett:)=948(F)8=-952(F)9=-94B(F)10=946(F) Q MINMs-YMhWrSnpv ewtle.a NOTEB aITay sea NCLVOEn MIEN aEFEai NCE Fa.a sa I]m.1.15 BEPoPEYSE deeken 6].U6"AMloo dry r—I-`— MIMWd WYtlFq ax ,—u,ml N6TY+Iern.gofore IMb339dm4wlmu1 vain Me aldtdlFNorudWafx+anelemaxigYYwaFolab 0wtlefdn MO V¢owlm M W(1V dwa1.9mkq MceMalklo l'�Br'B19 dKMYYI OlbdlM J M6 WBhaWacl'ptlmdr�ItaYY./WdiNavl MMnMaYaW psnmle0lM¢fp e WmM1Ix4AeUb MtlnaltlbpeVMledl4/a vxMp 160�mMhkEYaN aOPerlYd'Imaq. Fp Waerd9NdacBle9adrp Ae BBW PeM Fwp Betl. WIMkOIM OCIWe.OdMry.decAnadlaa'i- 4olMmesaq M1u¢M1eln(tee9N1V11I1(sally QtlwN.WBJ9 orOBCL 6010 CurVelrM Te .FL SM10 3yBfyaagengr�wddxe M1an ln®PNIe Mllule.2lBH.lea Steel.SIb312.Ne�a�Nki VRY1314. ^W Job- Tues Truss Type Ory Ply Riverside Homes/Bencloon/JK Job T10747015J170030 Ht] Halt Hip Gleder 1 1 D20 G inall MaMnIg BWIdI1p SWplies, Jakeomilla,FL - 8.JNgf r2Dz6i IRN igU7yiaUl Inu:Mar 2et0::6:D1bt] Pega1 ID:g3_OgGue]&MJNg1oSEHECZY6Ga-gRNVgUryByIUDOOInMII VWgeMJFItlsOYOxWO]a -200 44.0 &00 2-00 4J-0 3&0 Sqk.1 m Sdi _ WILED 15N II �] 10 a 3.00 1R R 1 11 R6= a WALEDIsm n spe�+1 s za= 3m= iso eoa a<o 3ao PI Ousels(AYI- 124 2 Edcel f3'OS42-Ol LOADING7,= ACING- 0DEFL In poq Vdee 40 PLATES GRIPTOLL .Grip DOL 125 TC 0.31 Ved(LL) -0.02 SB >BBB 240 MT20 214/190 TCDL DOL 1.25 BC 0.33 Ved(TL) AS 6A >BBB 180 .CLLwa Incl NO WB DIE Horz(R) 0.01 5 Ne Na Lde FBC2014VTP1200] Melffici Weight:3416 FT=20°6 LUMBER- BRACRIO- TOP CHORD 2x4 SP No.2 TOP CHORD StnucbaN wdOd sheatNng cloudly applied or"0 did pudins, BOT CHORD 2x4 SP No.2 except and arr calx. WEBS 2x4 SP No BOT CHORD Rigid ceiling drediy applied or 10.0-000 tudi REACTIONS. (Ibhize) 2,18]/0-5-8,5 D2/0-5-8 Was Hour 2�](LC ry M.Uplift 2=26](LC 4),5=i 5) FORCES (b)-Mex.Comp/Met Ten.-All tot 250(Ib)or less except Mm sf m TOPCHORD 2-3=]6]219 BOTCHORD 2-a=24NS6,SE=-2394]] WEBS 9£-0259,3-5=815238 NOTE& 1)Unintended roof live leads have been donsidered for may daeign. 2)WIM:ASCE 7-10;Vul1=130mph(>sepmM gust)Valli Olmph;TCDI 4.2pl BCDL=3.Opd;82511;B=-i l=24ft;eave=4ft;Cat. 11;Said G;E,.1.,GCpib.18;MFRS(directional);nanglever leg aM right arrested;and vandal left am rght ermined;Limber DOL=1.60 pale gnp D01r1.60 3)Provide adequate dmmW to prevent water pending. 4)Thus mine has been designed for a 1 O psf boVom coned live bad h vrodncurrent a th any other live led&. 5)-This buss has been designed for a live load d 20.0psf on the bottom d10ed In all areas where a rectangle 3&0 all by 00 wMle Wil fit betvreen the Wit=coned and°non omer membra. 6)Provide mechanilal connection(by omens)of truss to bearing plate caRade of whist endi 10016 uplift at Idnt(s)except Ot=lb) 2-_267,5=144. ])'WILED'Indicates 31Od(0.148'x3')ora-12d(0.148'x3.25')be-nails.For more details how to MiTek's ST-TOENAIL Deiall. 8)Hanger(s)or other connection devlce(s)"I the provided sumclent to support concentrated lOM(s)125In dean and 16916 up at 110 on tap cmrd,am 1 D6 In down at 610 on onftem chord. The deslgmseledbn of such coronation reveals)a the responsibility of others. B)In the LOAD OASES)section,loads applied to the fare of the trues are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Reef Use(balanced):Lumber burease=1.25.Plate Increase=1.25 Uniform Lead.(pll) Vert:1-3-54,3-4=54, Concahurated Loads Ile) Ven,E-61(B)3=48(B)10=-33(B)11=25(B) WRNNMW YWIY NYpnpiuMw°an!aFAe NOTESON 1N5xNO NCLVOEO.eIIEN NEFEFENCE PIOEMM)II>m.IDVYAISse'reeese Itiag�VWblauw nwY�ln MIIeXEmnr'rs, ll6tle'J(p kMaidaYY u{xv�Wrtrnetm Yown mlK loin MMrletl bArtYg mnryvmenL nnl M1u¢ryatem ¢¢IhedYdptl h#e�mml veAly llw 4[itee%'Nolda9pn l{ranene¢aitl popwlYWW�o1e R6dmlpn hlo tMowrtll Wh,res,. ®¢h9lMcefxtlklo gevenlhucXYry o1MINMtI Mmweb W/webtlmemrini MY.MdbYJ Ia'aMWUM Pwmaneeldssp Welk k amen�e W�eC fol+kLtYN uN M wevenl wNm'e wm wsCble nervad slay and popany�Im�u19e. Ia geraJ e�somCb negua�q ee AYXCa11M Nauta.dasvery.wecev�aYf dacsV dM1uvmatllnea Mia'm.aeNN9/IRI WIIy CwMa,pYd9 m08CL Niigeaquwi , IL TE.,oN9. j yymy yxpmetlm wtlkJMe M1am ln6 Rab Irc]Me,818 N.Iee S0ae1.9JMdIR,OlenavJb.VRR4]14. ^V° IJgp � Tvc Tam Type Dly PM Rivaside Homes/Beadwn/JK T10)4]B1B JP0030 WB Heft Hip 1 1 riruir TAT Int T. Main AftM Jo R f re _17 _ Meaning Buil6rg Supplies, Jelsom011e.FL usuardiverfasID:g3_OgGoe)61MJN'W'z' aV6Ga-ddwn pBayGLLgaHitLTf V4j8CwAb06WOGHoz4gzW0)r zo-o 60-0 eoo z-0o g.pq a6o 6cele=1:16e Axis= 1.5x4 II 3 4 3.00 12 0 Li Ea 1 6 zai= 1.5x4 I - 5 T4= "a a o0 660 00 Plate OXses DCVI 120012 LOADING (pelf) SPACING- 2-0-0 CSI. DEFL In goc) Melt UC PLATES GMP TCU_ 20.0 Plate GOP DOL 1.25 TO 0.36 Vel(LL) 0.05 S-9 >9B9 240 wm 244/190 TCDL ).0 L1xnTaev DOL 1.25 Sc 0.36 VeX(R) -0.10 69 >91B 180 BCLL 0.0 ' Rep Stress nor VES WE 0.06 H.Y(TL) 000 5 we We BCDL 10.0 Gods FBC2014)rP@00) Matrix-MSH Weight 3416 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Streaural wmtl sheatNrng directly applied or 600 do pulling, BOT CHORD 2,4 SP No.2 except aril verAcals. WEBS 2x4 SP No.2 BOTOHORD Rigid calling nreolly applied or IQO-0 oc building. REACTIONS. (IbNize) 2=415/05-6,5=276m-5-6 Max Harz 2=fide 11) Max Uplift 2=-252(LC 8),5-121(LO 8) FORCES (m)-Max,Comp Rvec Tan.-All lolcepul1b)orlees axapiwfien shown. TOPCHORD 2-3=3 Iffi BOTCHORD 26=2661J0 .58=-2701324 WEBS 35=420/319 NOTES t)Urlbalanad roof live loans flava ban anddered for his Esslgn. 2)Wind ASCE 7-16 V011=130mph(>sewrM gust)Visaul--t Olmph;TCDL-4.2w,,BCDL-3.Ops1; 25X;B=45X;L--2411;sloa7lX;Cat. 11;Elm C;End.,GCpi=0.18;MFRS(dlreollomQ eal C-C Ext611or(2)-207 to 1-1-0,Intelor(1)1-1-0 to BU-0,ENe0oR2)60010 7-104 zone;cantilever left and 0961 a*osel;Val verlicel left and right elPeaef(C G for members arltl fomes&MFRS for reactions shown;LMnber DOlrt 60 plate grip DOL=160 3)Provide adequate Thai to prevent water poling. 4)This tress has been designed fa a 10.0 pat noncan nnord live load mnwncurrmt With star other live loads. 5)-This truss has Eeen designetl for a live two of 20.Opef on the Tanana chord in all areas where a repangle 300 tall by 0 0 wife will fit Lelwaen the boom chord and alar other members. 6)Pravda mechanical orresolon(by others)of tars to bearing plate capable of wafstaiW 10016 to IT at jdnt(s)except Qid6) 2=253,5=121. Qwx/MIww.level Mr&m pamvrvv Are READ Mies CM l AMO MCLtemes, fMMFFEMNCE PAGE Al m.IMWAreeE(nME 44E ov4w1.Iduso."Atn e"her"eon¢cMs.uv Vq x,s ha.J'aYYNxn Rx._.Awwnaxltllam HNA.]d944'q ccmgxnnt ml Ila Mixm.Wlwe 1w.IMLLL'dlpdmlpw�mill veMy II¢t4gk�4NINoldeMan r✓sa^elersaW gnFwlYxlcwruloR xNdmlan Flo Ilieovrnfl I� pJ0'p vblT. aocFq MM' Ietlate Plevmll WCYIMp e11mM1M15.JINRwebavl/uclwtl mal ISUYylempwuywld Pwlnarnib¢Im Mflek' awoA 1we41ad Ax 9dAly«alogeventcalwwwmrww>Iecel�azW.ywa gnewlvdwewe 1w do-ure1w1a elwwlcela9ware rcw eepx v.,MFW eve. axkonon 4wae.awemv.cec4m[M duc1'V o1 in�[wAlnmwMemtreMl4w/INI QxwN tweed,psea4 wla sen avw9+G eolrPww.r renPe.FL 33elo tMly NlpmaYn aWIM awn lna%ule hStlMe.218 N.lee Aeal.5wb J12.Obvu.'1b VMY[31<. PI Riverdale Harare/BBMMn/JK Jqp • Trans T.Type Orf Y T10747017 IJ mwo H19 M.mpikh 3 1 Job Rate.. e MenmrO Buil0lrp Supplier, Jekewmlle,FL ID:g3_DgGuo] MJNgfo52HWZYOGacpUGE90Cja]CSky)uAYMIGC4KSgIbrYUMJ(tOZW0]q -2.o-0 340 2-60 460 Seal. 1:183 1.5011 3 N 12 3 Ll 1 a aN= 15th II 440 e4o PI On M ( n 12 2-8 Edml LOADING jrs, SPACWG- 2-00 CSI. DEFL In (ac) Well Jd PLATES GRIP TCLL 20.0 Plaz.Grip DOL 1.25 TO 0.)5 Ved(LL) 0.16 47 >594 240 MT20 244/190 TCOL ].0 Limber DOL 1.25 SC 0.02 VeMTL) -0.49 4-7 >220 IS0 BCI! 0.0 - Rep R.Inn YES WB 0.m Horz(TL) 0.00 2 We We BCDL 10.0 Co& FBC204MPI2007 Mamx-MSH Weight.SO It, 17=20% LUMBER- - BRACING- TOPCHORD 2rl SP No.2 TOPCHORD Structured wood sheathing cherry applied or"0 oc pudlns, BOT CHORD tad SP N..2 except and v.M.N. WEBS 204 SP No.2 BOT CHORD Rigid telling dbectly applied or 10-0-0m bracing. REACTIONS. (Ibhlm) 4=27WPo 8.2=415/0-5-0 MmHom 2=111(LC11) Merz Uplln 4=-108(LC B),2=248(LC 8) FORCES. (Ib)-Max Comp.Adex Ten.-All ford 250 gal ordersexceptwhm shown. NOTES 1)WIM:ASCE)-101 VulLlWmph(3-smmd gmt)Veal=101mph;TCDL=4.2pef;BCDL=3.Opsf;R25n;B�5n;L=24n;eavo= N CaL 11;EV C;End.,OCM-=0.18;MFRS(dlretronag aM C-C EideMr(2)-247 to 1-1-0,Indent 1-1-0 to 7-104 mire;tmdlever left and right erpoeed;and varloal len aM right e,Ixsed;C-C far members and forces 8 MFRS for reactions shown;Lumber DOL=1.30 plate gdp DOL=1 60 2)True trues has been designed fora 100 pat Wwro chow live bed nonconcurrent with any other live loo&. 3)-Tills buss hes beer&signed for a If .road.1200,1 on me will.ch.N in all areas where a r.dargle 34f her by 2-0-0 id. MII Bt belxeen the bottom chord aM any other members. 4)Provitla mechanical mnnectlon(by o9rers)of three to bearing plate capable of witrataMIr'g 1001b uplift at joints) droop,amb) m109,2145 Q WIIINNOVwry OSMmpramsr�nLGFAa NaIEB PV rXK.WO NGLINIE9INEN aEFEPANCEYAaEY)IAm.lO0.VN16 aEF.aE 1RE CeY{In Wrl ldus daY`nlh IAIe @cdmecclori.IH[�w{n karma WY ugn pxwnelds Suwrt mals lw mYvlMAvl dXMy cmYwrwml,rod pInmsylem.Wawa rise IM IwA'IXp<Ieeklrltx mrnl vMly tte ggkIXYllYuldeSgirrvrnnelalamlgW+cnYYrnvForoNr ridr4ari aria ttn owrMl MrlpdeYp.. 9mLgrygl[:.Ietlala gavanl bucWrb.rhNM]W lrwweloadluaMOmamEnsaMY.PddrxM lamGnaY m1'IRlmarera[vocep MRe k' kdvmyresTletl b slolMllyaltl logavxnlcdlq'.se Wrr paWrletpl'+M Lyay aM gol*+M tl.mo2a. Fw yeruNnl BldCawe regarIXp are hbMMn Ywoae.delNnry.&tt]mm]t•ockgollNffismd Mmsylemeter'ANG/RII OInYM CrXM..0Ad90M BC9&JEYg COIryMwla FaM1e EM BNE. sy4rV IWdrrMbr udatle M1an lrrmlble aeMN .RIBN.lea!Teel aEledll,Nemgb VAR1v1E. ianpe.FL a%10 rum roe peer¢NBHw�w IBUMmI,Xt Tta1t]Bt0 JPWaO .p1 Jedtpwn 6 I JBbflPfefB11CB O IIBMI xymhB Buypp&gM..MXaaMN.FL pw:a0108 Nay 202016 PRIM"BBIB5Jun 262016 MIT5X In4uArge lm. iw XYr 2e 150effi201]PWW 1 ID:g3_00Gw]91MlNglaSZHbCZV6GaxP_Nrv0yDPRGD1kK111U1�221HPS]N77eFe3nVNF% -2.00 1'oo D O zero 90 bal..Ia3 3 300F12- z I Y4= 1 2d t4d Plat orceas an fr eo-ldl Iz ao Eag t LOADING(pdf SPACING 2-0 CSI. DEFL. in Stec) ydeX Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC ON Vad(LL) Doi 2 >999 240 ML20 24N190 TGDL 7.0 Warner DOL 1.25 BC COO VedQL) -0.Ot 2 r999 180 9CLL 0.0 ' Rep Stress Mar VES WB 0.00 Horz(R.) -0.00 2 ma Na BGDL 10.0 Coda FBC201O7PIM7 Metdx-MSH Weigh:7lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Simclural pmod 0heathing drodW applied or 1-69 oc pullins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid oelll�Elreatly applied or 1 000 oc bradn, MiTek fecpmmn' =-Srebll r aM requlretl cross D2drg be irldlllon 'rar crus ewcmn,In eaofdarwe xiM Sleblllxer ImiNleXon Itle. REACTIONS. QWsiae) 2=170Mectlanical,3=1701Va,,hniial Mat Hoe 2=47(LC 8) Max UpIN 2=-IW(LOS) FORCES. (Ib)-Max.Gomp.I Ten.-AIIlolcee250(Ib)oilessexo3pt~sbovn. NOTES 1)W Inh ASCE]10;VWt–l3 ph(bse gut)Vaal=101MPh;TCDL=4.20s1;BCOL_3.Opsl;R25ff;B=45X;L24f1;ea ft;Cel. II;Exp C;End.,GGpl= .18;MFRS piredlonal)anal CC Eaedor(2)acre;candever IBX and right eglmed;and wrtload left and right of reed.00 for members and fomes&MWFRS for reactions show;Lumber DOL=1.60 plate gap DOL_1.60 2)'This tmss has been assigned for a Iipe lead of 20.0psl on Xie bottom drord In all areas 3vhere a rectangle 380 tall by 2,0 0 aider Wil N behpeen the bottan chord aW any other members. 3)RMl to girder(s)for tmss to arms;connections. 4)Protide reed lcal connection)by omers)of Imes to bearing plate capable of awlMstaMng 1601b uplift al joint 2 and!1 S lb uplift at )ant 2. LOAD CASE(S) Stan0ar0 QWgp Iy ap ps aNaiE WLLUa MNLE N IM1OYeO eE ]esyyi yt1 NtMI kW_ IYu41Pik 6 - �nl ul r m^5 II 1' - WA�tlt IaXy .. �enl wl Buv, net—'- llw MtlaiJ muv rylne µMh YA1N wWN 4 Iona waw Ywgp'.na tlz f itnwaw d4Mv�M'gUn.a«rplraernBael w IMicmp alMxia Im�w. �.0 roamBinre a+v. AarnllBrra le P«av�xar�a�Prrt»«Xro M (� awBvSrP<T4Be lo,iklMlNaNlo aB.mlcalrye wlln pomiere�nx•v as uw+NaanwB.Im oa�aa 9Mmu:B ax's n�P 4pa F.n.F�I� I«xk:aWM5lagre.d9Nery xreclbn aM[xMrq ollnseSwJ Mem syYan¢u:eN14/Ig I1 QrdIly QXxb,MxJ9aM lC3l xuWYp CaWanxnl Teirye.FL 33610 3yNyllYarnaXm rnvlitile tan lr�s Mre InMNIe.21a N.Lw I,SxM JI2.Na.vdM VA22311. race Job Truss Typa Ory PIY Riverade HOmea/Bericlgn/JK 0]QB1B M IJLI0030 JOtATColter Jack 10 + b RaN emrg Moraftq aril Jarwroare",FL - ]rade Apr to Nl9 MiTek irdusmes.im. iue Mniw 16::6:'+.POP Pagn1 ID:g3_OgGue]NMJNgro&zHbCxY9Ge402eSV9gq]3auNJ5u3SeVpTBINU21Yyli5feizWO]p real aa.a +oa Scan.-if ba 3 w.2 g D — 4 f Ida PM OttseN lXn 12'Edg 0 I LOAgNG(tore SPACING 2-0O CSI. DER. In (bc) Vdefl IM PLATES GRIP TCLL 20.0 Prete Gnp DOL 1.25 TC 0%5 VaN(LL) 000 ] a99e 240 MF20 261/190 TCDL ].0 Lupi DOL 1.25 BG 0.11 VeDQL) 0.00 ] >999 190 BOLL 0.0 ' Rep Stress lna VES WE 0.00 Horz(R) 0.00 2 Na be, BCDL 10.0 GoOe FBC2014//P1200] MaVix-MSH Wal 7 Ill FT=20% LUMBER- BRACING' TOPCHORD Pao SP Nat TOPCHORD Structural wood sheathing diaseby applied or l-Dobit putllns. BOTCHORD 2x4 SP 140.2 BOT CHORD Rigid wiling dreclly applied or 10.00W bredng. REACTIONS. (W/sire) 3=aNMecnanlcal.2=286�0.iB,a=S1RAeMalMwl Max Hour,2=99(LC 12) Max UPIM 3-aD(LC 1),2=-2]5(LC 12),1=51(LC 1) Mex G.3 W(LC 12),2_ (al1),4=fl 12) FORCES (N)-Max Comp.flNrc Ten.-All tortes 250(M)alessca lwhenshown. NOTES 1)Wind;ASCE 7-10;VOf=130n1ph(9depond gust)Vase=101mph;TCDL=4.2psf:DCDL_3.Opsf;1fil D71511;_=24f1;eaveJR;Gat. 11;EV C;End.,G(Cp".191 MFRS(dlrecti osi and GG Erdedm(2)mris;cantilever lett and right needled;and ventral ICK and MM,eeeosed;G-G for members and fomas&MFRS la reactions shown;Lumber IDOL-1.60 plate grip DOL=1.50 2)This truss has been designed for a 10.0 toll bottom Chad live load mnconotrreN Won an,other INe leads. 3)'This Wes but been designed fora Ilya load M M,Opaf on the bottom Chad in ell areas where a rectangle 36-0tall by 2-0-0vnde will ft between the bo0wn dead and any other members. 4)Peter to giadens)for truss 10 Wes connections. 5)Predtla machanlwl connection(Dy others)of truss to bearing plete caPahle of Withstanding,toft 1b Will al fdN(s)3.4 except al lb) M75 Q WAMII/OVnrntlWpn Wsryr=+sN'eEAa a'nxEe dl leer AYOWCLYa®MIEN PEiFaxNL£PAOEM1LAm.IWYNIFWEMAE U9E l qusdfy wM Mlek&ameccMs. _tlykbadaYYulnn(vanelen YOM,eM hlgmIrx1FM1w1 bla4 MnVu¢nl.rot mmswbn Bebe�.e¢rvW�gds9pw�m"du[I vann ttnaWkadBnddexy Wanielemdm WVeav hcarxxMe XJ[tlalTblO a�a OrEdL MRek' wmeaxce.B«eglmmede+dwesnnl wdxrg akabxw lnmwnoam/]road memam wY.oeemnlwdwwaal-+�m�em laare a UMaP�e3AedMNMMaMro wxvenlcdlgas wlmlX�'deymMYyryagw%>w+Y d�n�ay. Dyna[ Q.Ild�aabq.par Wa Puke EM&.tl. kdkvWM tpay,do".—tion.b¢M1gdlms .ads iMemL[neWNIPl fat QXxb.a5Bd9 oM BCB Wa6pCwnpon4M Terrya.FL 3]610 }yelY kprmpgn gvl`ffi tan Iwv M1ae NSIIIUIe.f19 N.lee Skual.SWle 314,NemMMv VPRR314. Jap Trus TNe Typs Ory Ply Ryarode Homs I SarkMn I JK T10]4]020 11 1]0030 102 GomerJxk 0 1 bPW ora 28 13:46.34 2017 Par 1 hotdip Stldirg Supplies, JeksomAlla,FL ID:g3_OgGm7MKJNproSiAWZY8Ga NSV8gUU3Co%JSIASaVpU3yNU2WIjp zW0]p a0 3a.0 3a0 �'0 Beale=1.19.0 3 3.CO 12 d 2 yy a]�yrr d f 0 tll 4 m= 2m= 3a0 300 PMb Cffat IXY)- f2'00 Etl 1 LOADING(pet) SPACINQ 2-0O CSI. DEFL in (Loc) Weft W PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 029 Verl(LL) -0.00 ] >9119 240 MT20 24V190 TODL 7.0 Cooper DOL 1.25 BG 009 Ved(TL) -0.01 ] AN 180 BOLL 0.0 ' Rep Stress Incr YES INS 000 Hors(TL) 0.00 4 We IVa RCDL 10.0 Code FBC2014?PI200] Maw),MSH WeIgM:1210 FT-2. LUMBER- SPACING. TOP CHORD 2"SP 1,10.2 TOPCHORD SmldurW asotl shs0tlng dreoly applied or 3-0-0w purlins. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid cNlllg directly applied or l 0-0-0op hosting. REACTIONS gbheire) 3=4&Machanical,2257/030,4=231!dechanlcal Mex HOrz 2 67(LC 8) Max Uplift 3=-20(LC 8),2=-201(LC 8) Max Grey 3=450LC 1),2=257(LC 1),4-"LC 3) FORCES. (Ib)-Max.Comp/Mex Ten.-All lomee 250 gb)aless exmpt v4ren shown. NOTES 1)Wiho:ASCE]-tq Vulk13omph(3- a and gust)Vasd=101mph;TCD".2psC RCDL=30psf;Ib25f1: 3=45ft;L2V1;eave=4ft;Cat. Ib Exp C;End.,GCpi=0.18;MFRS(dredlonal)and C-C E terior(2)-2-04101-1-0,Interior(i)1-1-0 to 2-11-0]Oros;Milleou left and right expPreaG;end ver icel left and rigor a psetC-C formembere and forces 8 MW FRS for rea Boris shown;Llnnber DOL-1.80 Pate gnp OOL-1.80 2)This truss has Dean Manned for a 10.0 psi bottom chord Ifire load Ilonwnwnenl sett,any other live bads. 3)'This Most has been dsigned for a INe load of 20.OPt on meW oln chord in Ni areas"am a redelgb 3E 0tall by 2-0-0wMe *1101 bellnuan Mee boftom chortl and any other members. 4)Rter to ginter(s)for truss to truss contentment. 5)Provltle medlarutal wm,etlon(by others)of truss to bearing plate capable of withstanding IW lb uplift at joint(s)3 axcepf Qidb) 2=201. A'LWAaMWP VMh Mtlanprurnrwe-1 aEIe NOTEt.TNI A...1 so EVEN aalrr. CE FeeE ILL J1Ane 1MU Areas 0.Y{n wIWIwum aJYWla WlWncfn rnudvorly bMnetl mYy urwn�mre,ars Bnvn,.oltl k,amK9W2✓1 tulalllgcwn+aienl.ml ,nmayem Peexe�.11¢d4kelgb«Ky mUsl veIIN Lie WlxktlMlN eI M+L,T�Wlmwlenml AM+e+IY�M�"+�eb Tktlerl]n Nlo Rn ovaW i.Aag mpn W«a,0aaenb,o Omyenl w�ube ullntMMW nlm,.aba.vo<tno�ame�rom:wv. AdemPn,emPaw�e Pemw�en,aa�N9 MiTek bOWPrs�e4Aed MsIaLWIV�J'bgecenicdlgxe Wlp�Wepenml WeV uyl q%M4Y6�nwa.Fw pena�U pXkxce�ANdglne 69WP he Eesl BXtl. Wbkolpn NpNa.tMWay.erecrMaMbmbgolln�[mtlfimaMeme w&WWMIOMIh�aelM.eaa'aaaltl KA auMlnp CemWnxll ie BFL 3360 EWehbxpbNiV.laW2ia rydn Lim Mekulllu1q 41BN.lee 5hee1.9lle tlR.Nsmg14 VAR2t14. __ -, � ^ye Job Truss True Type Ory Ply Rwmde Hopes/Bancipnl JK T1074MI J170030 J02A Oman xk 4 1 ob Rappe. Mennirg Buildup SwPlaz. Jdreornilb,FL B.Ngt Apr CzYl -YnexmaMBF im. IUemNao 1+:w.mgehWWO2017 0 ID:g3 OgGueiNMJNg1oSZHbCZVBGa-YCcdrASEBFWh25Wabbh]jLeu]EHDVBryFgek&WO]o 2-00 300 ¢pp 3An Scale=1:16.8 3 I ].CO 12 8 m e1 2, 4 e b5- 3Oa 300 Plat Offee .Y) t210-5-DEdel LOADING(PR SPACING 240 C&. DEFL In (bc) Vale" LPo PLATES GRIP TCL- 20.0 Rale Grp DOL 1.25 TO 0.35 Ved(LL) -0.01 4-] >98B 240 Mf2D 244/190 TCDL 7.0 Umber DOL 1.25 BC 01] Ved(TL) -0.01 4-g > 1B0 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) O.OD 3 No Ne BCDL 10.0 Code FBC2014/FPY200] Will MSH Wegl 13 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP NO2 TOPCHORD Structural food sheathing tiredly applied or 300 oc pedba. BOT CHORD 2x4 SP N0.2 BOTCHORD Rigid cefth,,tiredly applled or 140 DeC bradng. REACTIONS. (ILeen) 3=51BJechanica1,226d6 0,4=1B'Medanical May Hoa 2=145(LC 12) Max Uplift 3=d0(LC 12),2-182(10 12) Max Grae 3=58(LC 1]),2=260(101),4J](LO 3) FORCES. (Ild-Max.CmnpJMax.Tart-Allfomes250(IU)0rlessexcept".sf., NOTES 1)WOdd:ASCE 7-10;VU11=130mph(&second ghat)Vaed=101mph;TCDD.2psl;BCDL=3.Opaf;h-25X;B715X;L4/X;esus=6X;Cal. 11;EVC;End..GOp1-0.18;MFRS(dlredionel)and CC Ederi0r(2)-2414R,0-11 2,Inlerod1)0-11-202-11-4 zone;ranfile.' bll add right exposed;end veNcal left and right exposedGC for members and forces 8 MFRS for readiora sh0an;Lumber DOL=1.60 date grip DOL=1 60 2)TNs truss has bean designed for a 10.0 If bommft slam live load noron itnent 1MN airy other live loads. 31-Thns truss tas been designed for a live Toed of 20.0,ad on the Wiped chord in all areas after,a rectangle 36-0la11 by2-OD Woe We 01 betvreen to bon.cfaM and any other members. 4)Rotor to glydeds)for truss to truss cendeadima. 5)Pmvlde mechanical colmedon(by dhem)of hues to pearl plate capriole of a4lhslandmg 1001b Witt at jont(s)3 metal gl=lb) i=182. �W4RNMIa.WNly. Mryeprxmrxem0aU0 NOIE9IX1IXIe ANa M'LLUOEUIMExaEfEa4N[EPIeEMe]OAm.IMV l01E9EPa.4EVSE IX>ywtlltl roruee of Yx11b M11eMnIM p "'a1-1-1111-1 eunerr�esbown.mtl151wm MINMY WMdrgemyuunl.mt Irtmaplem &tae .1MMaafi✓d tle59Mr mut vee,1M aW.'....... anr'n—re¢aM NnV+IYM 0.ab MECefT lab llu nvaW . Mf�k' p:tleygrlNl[{n. aw:YplMcolM aro peVenl..nd .'on,rENpennarenl dMy palygyr�eyetl 1p pagllry entl lopavenl eaMlq..a VMhlnetle pguxW FA•Ymr'VWeMdm✓ale. rarnnerdgWvwe repaWM ePM PvIU0NO. aac 11or..w,me.aelNerY.a,e<Iwawtn�liw�r va.�aaelm�mla+e.san,xv/mta.alreO.rw,oummeaeu wmve4rro=rier+ smNy ln4nrrek4N wafts nen Ino Hob nmiwe.Rte n.t�meet.a41e 317 ae.a slava znla. 1.epe.rL"0 iJ9b Tmss Tres Type - Ory Ply RiuersMe Homes/Section/JK T10]4]e22 J17MM J0213 Collier Jack 2 t Job Re weave o Morel Mennilg Bulltlilg Suppose, JeyawMlle,FL MSulu f Jd,1dApr2o20G MICOWAusmea,Iaka0d Mal2fIRSDi:352UP Pagel 10:g3_CgGua]NMJNgto3zHbCZY6Ga-YCCOhASE8FwM5WObMTjUT)FGDVBryFgetlPZWO)o 3-00 3-0 0 Soh, 1:13.4 2 7 00 F12 I � w 3 3 3-0-0 34-0 LOAgNG BPACWG- 2T BI. DEFL In (low) Vtlefl W PLATES GRIP TCLL 20.0 PIN¢Gop DOL C 0.12 VeIt(LL) 0.01 98 >999 240 MTW 244/1 B0 TCD_ ].0 Lumber DOL C 0.11 Vent -0.01 36 x909 IN BELL 0.0 ' Rep Suess Ina B 0.00 Horz(TL) 0.00 2 Na Ne BCDL 10.0 Code FBC2014/TPlcWx-MSH WeIgM:101b FT=20% LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHGRD Structural wood sdeveing alrectly applied or 3-0 oc puffins. BOT CHORD a4 SP Nat BOT CHORD Rigid ceNlng Erectly applied or 1000 no bredlg. REACTIONS. (IWslze) 1=109bi8,2=59M15G1anical,3�1OM1scbanicN Max Holz 1=70(LC 12) Mea UpIM b18(LC 12),2= (LC 12),3= (LC 12) Max G.1=109(LC 1),2d5(LO 17),3=W(LC 3) FORCES. (lb)-Mex Comp.Mlax.Ten.-All tortes 250(Ib)or less except shim shown. NOTES 1)WIN:ASCE 7-10;VO1=130mptl(3-second gust)Veetl=l OlmM;TODL=4.2ps11 BCDL=3.Opsl;b25tl;B-45tp 1_241b¢ares=4f1:Cat. II;Eap C;End.,GCpi�.18;MFRS(Olred mah ala C-C Exlehor(2)one;oardlever left and right ewpdetl;ar0 vertical left and right egesaqG-C for members are fomes 8 MFRS for reectlons all Lumber DOL=1.80 plate grip DO1_1.W 2)This Muss bas been designed for a 10.0 per batten cl ddl live load nonwrcurtsnt All any older live INads. 3)-This Imes fres been designed for a live load.120.opsf on to bNXom dtord In all areae where a roonaWle&B-0 her by 2-0-00 Woe sell fit between Xre bottom could and arry Neer members. 4)Refer to gimer(s)for truss to toss connections. 5)Provide nom anlcal conrectlon(by oeael of man to belong plate capable of wlldslanding 100 to uplift at Idnt(s)1,2,3. �WPflNW4VxIN C�IpnpvunwmwMaE4NHNiEe ON rMSaNOY¢LUOeO MfIExeEFEPFH[F ivaElLL]ODwe 1PVLlaleaEfOXEUSd �'' WSPn Nlltl la useoNy w4T M1eh4 cwmcWClMtleikjn etxra�rnly ul»n{vwnele¢9�nwn.mtl krwm MlNw.b wMdlg avnM^�`^l m1 ewedval were.rico dlMrq�aa4re mmvaeN lM GuYiW of pOwy�pswrelmaxl wcpenv 4xsarrxale m¢wr�nlnw rile overzNl WagrlekA.Ba lglrclkalaOYlo l>teveni WCNY9MrMalluH Rrmwebatl/w cMnri membwiwYV. ASilMdlemPwuywl0.en1 Ma M'9 MiTek ar4+mnsmAee ms rlmlMwsulo wavenleamexmis�eF WPIkevYwW pw�enY�Mle. Fw gessww a+Nvsce repaasp Te 904 aesMe Ee:r aria. . onews, ralwge.tleltrery.wetMn uA aN�Uof18 K ree rRrm MlemawMXWMl6pMNaIMrM,paa'aaPtl a(:SIwMyCOTWnxrl SdNxaWTtlbnmW.ie am laRole lnvllMe.Rla N.lee SReel.9llealR.Pte wtlrh VPRR]I<. Tempa FL Jpb Tllm Tree Type OW Ply RWealde Homes I BelicM1on I JK nd]4Te2s Jt]0030 J02G COIrerJmk 2 1 _ Job Referents(OPhonal Mendip iLtiMirlg Suppfes, Jaksolralle,FL - BNgos Apr 2060 MA0e Bleidesegio6sMe12813:46:36201TPagef IG:g3_OgGue]NMJNg1o5zHbCZY6GaA0AOtB85]VNNBgIeJ6wgvMD%bVWN BveB0bzW0]n 55a 356 6W.=1:134 2 ( ]W F12 f 3 h4= 640 560 LOADING(pen SPACWG- 200 Cl DEFL In (Mc) MJMI lltl PLATES GRIP TOLL 20.0 Pfaa Grip DOL 1.25 TO 0.12 Van(LL) 0.01 36 *999 240 WW 2M/100 TCDL 7.0 Lvnber DOL 1.25 SC 0.11 Ved(R) -0.41 34 *1168 183 BOLL 0.0 ' Rep Stress lllor VES WB 0.00 HOR(TL) 0.00 2 We Ne BCDL 10.0 Code FBC2014 12007 MaMx-MSH Weight:1016 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing dlredly applied M 3-0-0w potline. BOT CHORD 2x4 SP No.2 BOT CHORD Hold ceiling dredly applied or 1 000 w hatllp. REAC'RONS. (IbA'rze) 1=106m-SA,2#9lMechaNcel,3=4WMecM1anical Max Harz 1=70(LC 12) Mex Uplift 1=-18(LC 12),2-54(LC 12).3-3(LC 12) Mex Gav 1d W(LC 1),Y]5(LG 1T),3 W(LC 3) FORCES. go)-Max.Comp.A Ten,-AII fomes 250(to)or less except when shoes. NOTES 1)Wind:ASCE 7-10;Vult=130mph(Osecond gust)Vasd=l otmph;TCDL=4.2ps1;BCDI-3.0ps1;M115i1;B--151t;1=248;eav ft;Cat. II;Elm C;End.,GCpIA.10:MFRS(drecgonel)and C-C E,dar 2)zone;earn.,tel and right e.posed;eM vertical left and right vwaweC-C for mem0as and forces 8 MFRS for readlons shown;Lumber DOL=160 plate grip DOL=160 2)The horse has been designed for a 10.0 psf bottom chord IWe lead henconwrtaM Wflh any outer live loads. 3)'TMs truss has bear designed for a live Iced of 20.Opef on bre bottom chord In all areas were a redangle 3 -0 WI by 2-0-0 Wide wl fit between the botlom chord and arty,other members. 4)Refer to glida(s)for truss to truss wnnedions. 5)Provide mechanical Enaction(by others)of buss to wallrg plate capable of Withstanding 1 O to uplift at ferrule)1,2,3, QWAANWe Vxay bYenprenwleRUMaETO NOTEa ON TINe INO WCtWEe No asra aEFEMMCE VIeE M0.)OAm.IPIIXNiSaefOaEUSE pyµn vWYtd me..rMV MIm M1eMJcdmcldr Pleae9gnebaw0 dYv en✓+a W4naR.awv.m.orb atdmYUNMlal daaeq mnn*> nn,ml Oim Mlem.&ndeae,x¢rvYdgnrbh'r muss venN llro�yy4ix3MINot Mssyx�rvd(xralenad iIV M'wporalo e�sudM��eib lM ovautl GeapdelprWtiag LNcaedYlonrevenl WCNYq onM1llMWlrunwabaxl/d cacrd man�saey. AddWnxx l.mpauYaNaemv�enl WaJrp MiTek adrv/[reWea lw nmrMd�dlo aeVenrealmrermn povMa pe Jharyaxl gapatYdon�e.Ian aer�'ragwuce repnmpnw ieseooFe:l Elva hLkvxai.ilu4R.d�rY.ae[1MaMbW'ri0 o11rvm5wllnssYalam>WeANWM1OWhGXwh.P9eMaM K91 WAlnYeurWrxnl nV..F1 FL ]35io Yy.W epngXpn myyNe Yan Iran Prole hsnMe.RIB N lee Slael,Sidle 512 Na�arxxll VA42]I<. Jab Truss Truss Type CRY Ply Riverside Homes/fa innorI T10]4]824 J1700 O J03 COmNJb^k 4 1 Job Rafinernoe(o tonal) penning BNldilg Slpplles, Jeeaonwlle,FL _ Mar20t3: M_3209 Pagel ID:g3OgGe]BiMJNgbHGxVG.- OAOtBBSIVNNBgIW6Wug2QyNSaSObWO]n s.a.o sa o 2-0 0 5a o scale=1:13e 9 3W12 a '} 0 2 1 6 25= 9E_ U-0 SOL Plate Og MY)- 12 -0-12 EG 1 LOADING(pan SPACING- 2-00 Cu. DEFL In (bc) Vtlefi lPo PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.29 Varga) 0.03 4-] x999 240 MT20 244/190 TCDL ].0 Lumber DOL 1.25 BC 0.22 Verl(TL) LAM 4-] �S9] 180 BOLL 0.0 ' Rep Suisse Ina YES WS 0.00 Horz{TL) 000 2 We rJa BOOL 10.0 Code FBC2014 PI20W Matdk-MSH Wdght 181b FT=20% LUMBER- SRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wooel sheathing dreary applled or b-OA oc purlins. OCT CHORD 2.4 SP 1,10.2 BOTCHORD Rlgld ceiling drsotly.Whed or 100-0 0.bladng. REACTIONS. (IWaixa) 3=105Mtechanical,2�1 Sb3L,4=SSIMechanical Maly Harz 2=89(LC 8) Mak Uplift 3=62(LC 8),2=211 LC 8) Mak G.3=105(LC 1),2=315(LC 1),4 (LC 3) FORCES. (Ib)-Mak CompRAex.Ten.-Allread.250(lb)orlaueadeplwhenshown. NOTES 1)Wind:ASCE]-10;VW=130mph(3-sacond gust)VM d=101mph;TCDL .2pef;BGDL=3.OgaS h=25f1;B-1511;L--24g;eave=4g;Cut. II;Exp C;End.,GCq=0.18;MW FRS(duedlionan and C-C Etled0r(2)-2-0-]to 1-1-0,Intellor(1)19-0to 4111 zone;dantllever left and right exposed;and v n cal lett and fight expea ed;C-C for membae and forms&MFRS for reachers Shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)This Was has been designed for a 10.0 psi Lotlom.Mrd INe load rwrwoncunent with airy other IWe loads. 3)-This hues hes been desiglea for a Ilya load of 20.0psf on Ilse began Chord In all areas where a rectangle 3 0 tell by 2-0-0 Wide will fit belxeen the bottom dlord and any other members. 4)Peter to glrrl is truss to Imes connections. 5)Pmvld0 mechenimt conA.My others)of Imes to bead,plate capable W WMataMing 100 to WIM at ldnt(s)3 except OWI,) 2=211. Q W4R - holy Mtlanpr+'rM a1Ee ON XKLVO FE 4 LE )4A r.164LZJ 69E IktlLn vdkl NYMIh MI litlee[nhtvae. I a{v. F . . ``-h rvm r'^IINt✓I ✓,I F 1 1nm SSMn w lnewarn ard�e m mN '�-�+in F ,.drdF�w n carol me .w - Ireo mal MITek `-Waq�>ha r. a b9taAC IWh V Itwcdh✓d (hvMAh lluswW ml/ IrvO em�IsaYY. PdeIIdM IemMWCMVm'rn[e'arl hucMJ - 6rtw'aNe4LredMiAYfNaMlop ceMtpa wllb Fm410e PmuanlYarY aweMmrvree- L aerrertl aNYnce lepaarp lar sr eBNO kthMbnY Od d&kee.a MWM¢tq of �Mms•Mem(iw1NV/IPII WIrAIYCNMa D5ad9arW 0(:SI WaIMq CUXPawel 1 � eyMylnlamoM avtllYi I %aR XXee.210NL eel.Slkdl2 NazaYala.VA2IalE. J� Thus This Type Oty Pty Rverede Homes l BSMbon I JK T1074T025 iIJ170030 J03A Croner Jock 4 1 Job Relverve Mi Mendlg BuiMhg SlgNlea, Jekwellle.FL a.mosaprmemo Ubk sXBusvis, LFu7W mako 13.,16:37 017 Rate I WO7M ID:g3_OgGue]BiMJNpMSxHbCZYeGe-0bknWXBImoWaLFu]Otl9CeR_yx15M1PG8PZJM1zW0]m 2SPO � 2.P0 SO-0 SWe=1225 3 ]CO 12 � A 0 tl 2 4 fee 5-00 50-0 LOADING(pen SPACING 280 Co. DEFL In 0.) um Ud PLATES GRIP TCLL 20.0 RNs Grp DOL 1.25 TC 0.38 Ver(LL) -ODS 4-7 a999 240 WN 244/190 TCDL 7.0 Lumbar DOL 1.25 BC Om Ven(TL) -009 4-7 aWt ISO BCLL D.D ' flap Shwa Mor YES WS One HoR(TL) 0.00 3 Na Na BCDL 100 Cora FBC201E?PI2007 Whirr MSH Weight:20 In FT=20% WNBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Shoehorn wood sheatltlng directly aWllen or 580 ea pulllm. BOTCHORO 2x4 SP No.2 BOTCHORD Rigid ceiling thredly Wiled or 10.0-0m kneeing. REACTIONS. gblslzel Y10]Macfianirel,2=31Br8-Sd.4=52AAedvnical Max Hoa 2=193(LC 12) Maz UpliO3=-79(LC 12),2=173(LC 12) Max G.3=118(LC 17),2�18(LC 1),4�](LC 3) FORCES. (Ib)-Max.Comp^lmTen-All forces 250(Ib)orlessexcapiwflan shown. NOTES 1)WIM:ASCE 7-1q VUI1-130mph(3-secend gush Vesd=101mph1 TCOL7.2psf;BCDL=3.Opsf;R25r;B=45f1;L- 4f1;eeve>I[Cal. It;EmQ End.,GCpl=0.10;MWFRS(dre drum and GC ENedor(2)-2814to0-11-2,IMeror(1)0.11-2M4-11-0mns;m Wever left aM nght exposer;eat veNW left end right mlpdeddG for members aM tones 8 MFRS for reeclims shown;Weber DO(--1.W plate gnP DOL=1.80 2)This buss has been designed for a 10.0 W borom dal the load rancollauned with any other live hada. 3)-This those has been designed for a live load of 20.Opal on me Mrom chord In NI amen verde a rectangle 3£-0 WI by 2-0-0 wide Will 0f xmve.the bottom cool end any other members. 4)Refer to gileds)for Wee to buss winfectlal5. 5)Provide mechanical connedlon(by others)d truss to beamg plate capable of waMtendifg 100 lb upllr at jdnt(s)3 except 01,1b) 2=173. �W4 PNWa.VWry tlsYenpvvmfmmtl NFAa iro NaX 1N64Xa MLUOEO NXEx aEFENP NCE PIOEMbFIArev.rd9YleI5 aEPoNE UEE. 5tw vdltl lawdwY Y41n 1A1Ia4oflconuclon.Rk Co9,n 6LmedaYY W+n p�lcnwlors]urwn.aMhlrvmYglNdld bi'Wgcwn(orenl.rot o Loss bMsm dole 1w.rBGAalg OoxMaN niml VeIIN 11n WtigaLYNoIaoNP�pvanelem Pal popeaYYx'.wpHole Int cHLTHIo Me ovatll [xM:h51OMT BmFq YMCaleahl8geeeNi WCYWp olhtlllLld lnmweD WllcacMamemL9i WY.OGdMAM lanpwPyagpemiarenldacYg k Pwu151�1edkN tktlkY[xWbgevenlcdlges xllhf CeINxYJ MYYPq Pop anYiiiir i DeRl'adallCQ If le9PdlVwa T Petr E�19Ntl. IekxlallkM1)WWe.aeMelY eleeYnall[I perYaolln�YPq M1uss MlemeieaWA/IIII OIHIY Crllwb.plYJl mtlFCllkWlpCmpoMla TeIryY.FL 3210 SdNY INgmobl W'Aatle amm Ilio Nale YnXMe.]IBN.Iee Shee1.5WMa14,Nexm]q VAY1319. J06 Trines Trim Type Ory Ply Riverada Homes/Berklnn/JK TIITl4]B2B J1]0030 J03B Coma Jack 2 1 06 R 1 Meminp Buildng Supplies, Jekwmllla.FL _ 0.010sA1 OIndustries, M _ 3IXepe 10OgGw]BIMJNpHCZyMe-UbkmdXBJm.WWFu7WC0RRIVTPoiRIPIk1VO]m 5 60 SOO SUM=1:198 2 ].W FI 2 ] l� 3 aM= N. wn LOADING(psi) SPACMG- 2-00 C81. DEFL In Qac) li tM PLATES GMP TCLL 20.0 PIeM Gdp DOL 1.25 TC 0.35 VaR(LL) Ill M >888 200 wn 2441180 TCDL ].0 Lumber DOL 1.25 BC 0.9 VaRITL) -boe 3-0 >]38 180 BCLL 0.0 ' Rep fid.Ing, YES WB 800 Horz(TL) 0.00 2 No Ne BCDL 100 Coda FBCPUI4/TPI200T Mamx-MSH Weigh:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x0 SP No.2 TOP CHORD S6ucWrel soot sheathIng tireody applied or 51 OC p001du. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dredly applied or 1000 oc brei REACTIONS. Qbhlze) 1=te3N58,2=1181Mscflanlcal,3=05M1eceanlral Max HOR 1=110(LC 12) Max Upllft 1=3D(LC 12),2=ed(LC 12),3=](LC 121 M.G.1=183(LC 1),2=128(LC 9),3=9o(LC 3) FORCES. (W)-Mm.Comp.Mlax.Ten.-Alt homes 250(b)or lass except enact shown. NOTES 1)Wind:ASCE 7-10;VJ1=130mnph(3-second gust)Vast=tOt mph;TCDL=4.2l BCDL3.0i 1,25tl;6=0.5M1;L=24B;ea =4X;Cat. II;Exp C;End..Gi8;MFRS(tllmddonel and C-C EMerim(2)060 to 309,Inte lieff)300 to 4-11 4 xoal cantilever left and IgM exposed;end YaMcel left aM fight ex,dwil CC for members and forces 8 MFRS for Ieactiorw s6osn;Lumber D0b1 60 plate grp D0b1.6o 2)This blues has been deeigr e l for a 10.0 pf batten chard Ilse bad mirrounwri Wind any other Ilse bade. 3)'This Wes has been designed for a live load of 20.0pa on Ne bo0an deed in all areas where a reGangle 380 hell by 2-00 wide Will fit between the bottom word and any other members. 4)Ruler to gldeRel for truss to train conductions. 5)Fronds mechanical dermal(by mount)of buss to 6eadng plate wpade of witestading IW In uplift at lo1nt(e)1,2,3. �w4RNWe.1—Ja"'..111.1 PE}aNa]Ee WI IRIS xNe WCL UOEOW]EN aEPEN<NCEP4aEIM]xTa m.l00.'YtO1f eEWPEVSE 9a,valM la umdYY>1 MnaMemne,:tm.INS-'r,s5Lv'ie'1aeYurvnIwanetensnew,.oMklcim FdlNtlut LUYdln9 .'l dunl,rot bui mlcn Belau . ..a.adpwrm,al Venn nw q;ik'eIMItV NIWnco. laidn.un,bikapa-thee tle9ryl mbnue— d4dYq ®acFq YgculetlBro pevent FucWlg of YaYYLtl In ous,. Me m.0roWY. de.. UMpWaxlMJd l01i leQea01a sa4YY a10bgevdticdl¢re v�mna�WW pWraald Y9ryadpMwlY GnlWe. ro1(wmlcx Pltbice le9QrAp M1e ggpp Pelle Eesl Bbtl "ohn M`W 'defi lrexecncnaMLacMdMlseaaglNsssy W.- Vi seem, a.OSBd9 aM lCL Fidel Gene ed.a FL 3.^610 edelY llWmnbl dVrlctleM1anlw%alu MY11e.21e N.leest—t,eUle]uaefe..VP]431E. Jeb Tress True Type Qty Ply Riverside Homes l Saul lJK T1074Mr JI]003p J03C Cotter Jack .2 1 JOB R ma Morning Bullong Supplies, JsseOrwlle,FL IO:ge_OgGm]kiMJNpbS] -YBGa-m1P11Ca"UWg5bk8O1 BLEM0Sa031HUxV SDD No Sole=1:193 2 i ].W 12 ] 1 3 n4= 5Do sba LOAOIN6(psR SPACING 2-0-0 CSI. MR- In Qoc1 all Ild PLATES GRIP TGLL 20.0 Plele Grip DOL 1.25 TG 0.35 Ved(LL) aN 36 >009 240 MT20 244/180 TGDL ].0 Lunber DOL 1.25 BG 0.9 Ved(TL) -0.08 3-8 >]38 100 BCLL 0.0 Rep Stress)ren YES WB Ow Hor,dTL) 0.00 2 Na We BCDL 10.0 Code FBC2014RPN00] MaNx-MBH Weight 181b Fi=20X LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StrucWrel edod sheathing drecdy applied or 5-000.Pudirs. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling drectly appietl or l0-0-0m trading. REACTIONS. QlVelvo i=183NSA,2=118rMechanlW,3=95IMechaNcal Max Hoa 1=118(1.012) Max Uplift 1=3D(LC 12),2=-84(LC 12),3=7(1-0 12) Max Gray 1=183(LC 1),2=128(LC 1]),3�g-C 3) FORCES. Qb)-Mm.Comp.Mkx Ten.-All lomes250 Qb)orless exceptwhen shown. NOTES 1)Wind ASCE]-10;V W=13Dmph(3-second gust)Veld=101 mph;TCD"2psf;BCDLd.OpsC R25ft;13�511:L=24R;eam,-[ft;Cal. II;Exp C;End..GCpi=0.18;MWFRS(dredlorug andC-C Ea1eflar(2)0 W360,Inlerlm(1)3-00W4-114 rone;cantlit000lull aM right exposed;and vertical left and ngN exposed;GC for members and forces 8 Ne FRB for resdirm shown;-umber DOL-1.80 plate grip D01-1 SO 2)This buss has been designetl for a 10.0 par bothon chord IW bad norroscurrenl Win any other live loads. 3)-This hues lea been deregrxi for a live road of 20.Dpst W We Whom doN in or areas voters a rectangle3 all by 2-0,0 wide Wit fit belxeen the bodom chord and are,other members. 4)Reser to g oderls)far Dos to tr ss ronnedans. 5)PmMde mechanical c0nnedlon(Dy odcem)of time to beanng date capable of enlhstandirg 100 to UPIR at loint(s)1,2.3. YWIa ry pnpr NNO SING FE£ EMT Sad ueeon cd. Y MII k 1.J.1 ,say r J. 11W1 I. w aermM Pa r.M151 M�^.� Hiry .IX rr rYilyn - re¢.M wq ,ui nish4 t va�ai roars Baer. ®«rri lr.+� ldar we - t>a�nire 1 naWa�n i°,.�rvebaral nrrrrmrrv.v-xrdrmml rrr�n�d wrr«�rlara.n. MiTek 51+/uY=ra9Me01a ridAMlyaMMrververp cai4/P WinrwdJe MaT°x he�Y�M WOGmYamule. fa«rwrtMGafa�ce rftlad�6 nw eor Parke E°aIt rm�own Mr,rwe.rorzrery��norr„ean<w er xaea.mlm,n•vnam:.°aelMSUmt RaraW earw.0seaa one¢M weapeompar.m i° a 1p u awry irytancewr avareia eom l�rrna4mane.zre M.Lee sneer.sM�ala.aevndb vazz3la. "P° Job Tmu T.Type ;t Ply Riverslde Homes l Berichon/JK T10]4]828 JI rel' J04 Jack-Open 2 1 JOE Refererce ImM Manning BBll0hg Supplies, Jeksomille,FL 8.010BApr2D2018 MiTeklrMustries.Ilw. Tue Met 28 f3:48:3020O Pagel 1D:g0_OgGue]BiMJN91oSZHbCFY6Ga-znI911CUteeUWg6bkBOIVA2LGB�WeD31HUZYJO]I 2.w 0 2D0 4 ° Said. 1125 3 3.Uo 12 a4 2 4 w= za= 4a 4+u PMte OBsels Y-- 20012 Etl LORDING(psi) SPACING- 2-0-0 =Ex-.EH L In (loo) Udell IM PLATES GRIP TCLL 20.0 Fete Grip DOL 1.25 (LL) 0.02 0.7 >988 240 Mr2D 244/180 TGDL T.0 Lumber DOL 1.25 (R) -0.03 N >999 Im BCLL 0.0 ' Rep Stress Ircr YES2(R) 0.00 2 we Na BCDL 100 Cotte FBG2014?PI200] Welght 181b FT 2M LUMBER- BRAC'!G- TOPCHORD 2x4 SP No.2 TOPCHORD Stmclural wand sheathing Greclly applied or 440 ec Wlllre. BOTCHORD 20 SP Not BOTCHORD Rigid ceiling Wooly applied or 1000 ac bmdng. REACTIONS. (IWalze) 3=87IMechanical,2=2 &S,"5fl, chancel Max Hou M2(LC 8) Mex Uplift S-19(LC 8),2=-206(LC B) Max Gray 3=8])LC 1),2=294(LG 1),4=]0(LC 3) FORCE& (Ib)-Max.Gomp.Mtax.Ten.-All forces 25011b)a less except wren shown. NOTES 1)WIM:ASCE]-10;VUb130mph(3.second gust)Vasd=101 mph;TCDL71.2prh BCDL=3.OWC Ik250;8=15f1;L14q a B=4ft;Cal. II;EV C;End.,GCpl�.18;MFRS(d restiorel)aril C-C Eiderlor(2)-2-07 to 1-1-0,Intehor(1)1-1-0 to 4-3i zone;Wnbrever left am right exposed;end vadical left aM fight egaasd;GC for members arM forces&MFRS for macifore shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Thls tugs has been designed for a 100 per Wftom chord live load nonw nest with any other live loads. 3)'This Vuss has been designed for a ilea toed of 20Opsr M the bottem cftord in all areas w m a rectangle 3EO tall by 2_0_0 Wide Will fit between the bottom chord end arty other members. 4)Refer to ginder(s)for fruits to truss connectlone. 5)Provide mechaniml wnnecfion(by omels)of truse to beating plate capable of withstentllTg 1001b uplift at IdM(s)3 except(Itdb) 2=206. Q WPMIP'e-Vmlry Mcpnpv+mvlat enERFJO NOTEe OM TX54HUWCLVOEO tlIEx FEFEMNCE II LF M.0.)IJ]m.IMtYROIe BEfOREUSE. �' pexg,vW]tw us wiV nMIN Mltlmcun,cvNx6 nYstlesNln k P'r+r]wYy uppn p'�a,mlan Ywwrt rnw1 klai m MIWArd Wntllpoenn"rpnl,ml Mm Mtem.aslwo tkUaMlW¢rgMS�BRgAe.tlBb Eu"Y.AxYa.Mlo.gtbew"en.lcdmhl4�uc¢lMWveWq6mnnv1p1inwdlYYepCaMiNialnMuRl e¢IrmeV4WT]/aggRIttKK�tlmeYrsmd¢YxbenqgEgTade,.Wefyw�IyIaenBMc�re,Rln�PoUrcl9wWwlehmAFckxJegriByRm��MrdRpo9alMan�qao�,ennJl MI¢I�g M6Bn<TPe¢,kke Fedi aN6. fyEfy lrymnoxm audRAOYwn�nlole YOIIMe.RBN.Iee STeel,�ealR.Neemant.V�C41Na.DeeA4M K9 auYJip UURWRRRI T¢�rye,FL]R10 Jo4 Tree Tree Type Oy Ply RivmsMS Homs l Bmiclnn/JK T10]4]6'd J1>0030 J05 JeckApen 5 1 Jot Anashoe( among Balailg Supplies, Janormlle.FL a.mosrgr euam mnrxrrWuatriw.lrrc. Toa M.28Ia4a3S2dI7Paga IDg3_OgOue]BiMJNgfoS]HICV&Ga-RI VOD]IOmtA1PHFRMH21VHH U9J]OBMry O]k -2-0.0 7-0.0 240 o-D Soem=na.4 a op 12 a � 9 2 am= 4 IM-4]40 PWte Offsets(x - 2103-4E LOADING 4AI) SPACING- 2-00 C81. DEFL. In goc) VdeB IAI PLATES GIBP TCLL 20.0 Plate Grip DOL 1.25 TO 0.A vn(1 ) 0.12 4] >T19 240 M]20 244190 TCDL 7.0 Lumber DOL 1.25 BC DAT Ved(TL) -0.25 4] x329 180 BCLL 0.0 ' Rep Saw lncr, YES WB 000 tba(R) Oa 2 We has BCDL 10.0 Code FBG2014 PI200] MaNx-MSH Weight FT=20% LUMBER- SRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD SWCWrel wood sheelMrlg directly Whatorfi-0-0oc pudloo. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid osilirg drecey applied or 1000 m bradng. REACTIONS. (INsize) 3=158ILHchanicd,2�83N-3A,4�3 rfahosll Max Hoa 2=112(LC 0) Max Uplift 3=A9(LG 0),2=--231 SLC 8) Max Gmv 3=158(LC 1),2=W3(LC 1),4-121(LC 3) FORCES. (ID)-Mar.ComplMex.Tan.-All fomes 250(lb)or less except y0e,ahpwn. NOTES 1)Wind ASCE]-10 Vult=130mph(3ascord gust)Vasd=tO imph;TCDL=4.2PP,,BGDL�AIvi 0=250;B=451t;1n249;eave�tt:Cat. II;EmC;End.,GCpi=D.18;MWFRS(dredlonal)and O-C Eatedor(2)-2-04 to 1-1-0,Intefior(1)14-0b6-1142 %rentlever left and fight exp0en;fid veuical Mtt and right wond;C-C for members and I..&MFRS for reactions mown;Lumber DOL_1.60 plate grip DOL=1.60 2)The vuss has bean designed for a 100 pat WUom lard live load non omoorent Mgt any olnar Ilve loads. 3)-TNs inns has been designed for a Ilve load of 20.Oon on the bottom chord In ell areas etuas,a rectangle 3E-0 telt by2-0-0 Wde wttl tit re.to bottom c11od and any finer members. 4)Refer to Bided.)for Ouse to truss connedlo0s. 5)Provide memenicel oorresed n(by fah.)of thus,to beering plate caped.of atteendag 100 lb Whit at jdht(.)3ettW Qt=lb) 2=231. QW4MMa-wMY eeave ^Wmvm4FEAa NOTES CN]alelwO wCLVOEO.W1Ex aEfEflN(CE"n.114 m.1.11 eEPoM ut pglprpWlbr�MY`!xn mleMW<onrecbc 116 cN9pnk[mvl dYY uryn psmreters Mown mBlsld mlMlW xL rMXdrg can{x wnl,ml MaM6m.�fC(eNe.X¢IWVUe4ylermu1 rer11YIM 0VxcGM u111e9Pr WemnleneM gcPo4YFcuP✓aM vttle4T foto lM ovwdl MiTek Wr1g Wla1.BNgM1Mcaledkb gevenldGwq o1MM]rq OwwebaN/vchnOmerlr[aawYy.Iticllh/M IanFUW mJ pennma�llxacMl 6 Moya lBgAeJlusk\3M�J'bgalenlcdlgsewllnW��rwMfwaY WlgoperlYO,IrQY' Eurgvrraul OrEtMlce reg rdirr0 da 69na Fvrke EvzI BMJ vyrE. a�n.braq..�ewery.ere�wnmar.�eHpoHv�menw.wfemssee4Nw/ml wooly cn.rm.Deeaaaaecv uarreeerroerr.+ entry kwormaen ovam.nom lnaRole yolmne,2ten.L«m«r.e4reat2.e�.axravnz2s4. I _Te^Pv.rt axro id's Tics T—Type Ory Ply Rvelaide Homes I BenchadI JK T10)4]890 J170030 JOB Degmal Hip Girder 1 1 Job Rel e o tlOrel MemYnp.ulldirg Supplies, Jeksomille,FL B.NgMS Hr202016RTWDDAQft,IfPHFF9Mer2tld!R9J7C10 MMd reel ID:g3_OyGue]BIMJNAroSZHbCZYBGe-RuxVD0z1OmW.0-13 Z1VHJkZFW]OYagwzWO]k -2&9fi 3]11 6619 2415 6Y11 2S2 bale 118.0 NNLED 3 2.12 12 IUILED 8 2 O 4 NNLED .USE, SS= 6413 6419 Pole OflaM IXY) R"44 3Edg l LOADING(psg SPACING- 2-40 CSI. OEFL in (lac) Wefl lb PLATES GRIP TCLL 20.0 Plate no DOL 1.25 TC 0.51 Vert(LL) -0.OS 0.) >989 240 MT20 211/150 TCDL ].0 Lvnber DOL 1.25 BC 0.38 Vert(TL) -0.12 4-9 >585 180 .CLL 0.0 ' Rep Slmss Ina NO WB 0.00 Hod(TL) 0.00 2 Ne Ne BWL 10.0 GOde FBC2014/TP12007 Matrix-MSH Weight 23lb FT=20% LUMBER, BRACING- TOP CHORD 2x4 SP Nei TOPCHORD SmdDmlwwri sheetMng closely Mailled or 6-0-0w pu0irs. BOTCHORD 2x4 SP No.2 BOT CHORD Rgid telling Made,aplelletl o010U0 w belong. REACTIONS, LIMM.) 3=122JMeshenice1,2�1=7] ,C-94/Meehanlca1 Mex Hoag Mft-C 4) Max Uplift 3E-S4gUC 4),2=-34](LC 4) Mar Cray 5=122(LC 1),2-413(LC 1),4=101(LC 3) FORCES. fib)-Max.Comp Mtoa Ten.-WIlooses250(ID)alessexceptanonshorn. NOTES 1)Wind:ASCE 7-10;Vdt=130mph(3s vdontl poll Vastl=101 mph;TGD1,49pal;BCDWOpsl;h=2511;E-AM,1_24f1;eave-✓111;Cat. 11;Else C;End.,GCpi=D.18;MWFRS(drwflonN)I oanfllever left add right mutual and vertical left and right repi Lanier DOb160 plate grip DOL-1,W 2)This trues has been designed lot a 100 pad bottom Word live load nawonwrrent rim any other five loops. 3)'This hues hes beth designed for a live load of 20.Opd on the botmln dord In all arses Mem a redelgle 380 tall by 2-0-0 aide ,411 fit between the bottom choN and any Omer members. 4)Refer to grder(e)for miss to may withacll0ny 5)Pmvlde martmnical conneelon(by others)of m9 to hearing plate capade of althstanding 100111 uplift at joim(s)3 except(8=16) k34). 6)'NAILED'illdoales 3l (0.f 481 or 292E(0.148'X325')to4nalls.For more details rester to MTek's ST TOENAIL Detail. ])In the LOAD OASES)section,loaQS applied to the face of the mss are noted ar tram(F)or beck(B). LOAD CASE(S) Standard t)Dead a Roof Uva(balarmi l: Lumber Increase=1.25,Plate Nide ese=1.25 Uniform Loads(pit) VM:1-3=-54,4-5-20 Cmcemrathd Leads(Ib) Ven:9=11F_1,B=1) A wured.-Vide,b'en Ron nst--'mese ad'. YTe6 xNO M'LLYOEa IPIEx PF£EanNCE sei MR713m.IW.Is milieus USE CetlT veWJ Ia usa oNYxdb MIIeMPt<onrvwlwi Mi-ri 6[xr ddmrpon IKra^elmmi cM161oim IMM1k1wl madedi.1.me ml nimryvbm.BBlore�,aa MM9txItl bwtmul wnHnp gFikW ess"ndle,c edmereW pot s.ax' evam itlstl rnlotteovent htAW 63ht 6 1gavJEdetlkb pevenl[ucNNdMul]id Mn web W/acMNmemFarsuaY.NHaWxYl lemMrW aA pamtmnld 1p adwW+IMAedMYmWaYrtdbpewacdlgxe v4thF eFmmSxa aVSYaNpwenY 6anOaB.fa[gnertl PadamiagwOV kw pWPMa EauaW. NLhMdlblwo9e.tlelx'ery.etecaMOdlwacagdM66aWInmeMetM se/JIBI/IRIWlIy CMMN.0aad9 vMaCLMMgCM10Mtw0 Tani It .1 ayaly elrmaan avdYle Odn Dim Rale asYP4e.11e N.leo Sreel,9Y6]14.NeNr1Ml VRR2314. J46 Tve TrIAS Typo Ory Ply Pivervtle HomealBellchm lJK T10]4]031 J1]0030 JO] DiepoIIN HIP Girder 2 1 JabRf ( 1 MandrO Buiblrq Supplies, JeksohnlN,FL B.dIDSApr 2020t6MIleXlntlmtrim.Inc. Tue Mer 2813:48:10209 Pepe1 16.A3_OBGue]BiM1NAloSZHbCri6GexAWRE631uCap TpBAsgm2538MutlOe5%YPMMxWO]j 2e-15 585 8-1Q1 2P15 F65 6312 SrAe:1YY=1' NAILED 212 HAILED NA D 12 0 M NNIFD a 11 2 qy= 3 A 8 aA, NAILED 1SM NAILED h4 5 NAILED NAILED 85 Y-1Q1 535 43.1R Pleb O11 CCYI- 12' 25 EIXI I LOADING(pelfT.1ACIr 2-0O TO VDEFLw(U in App) Vdefl ,10 PLATES GRIP TOLL 20.0 DOL 1.25 TC 0.51 Ven(LL) -0.W 8] >999 2AJ Fff20 GRIPTCDL 7.oner DOL 1.25 BC 0.58 Ven(TL) -0.12 e7 69]6180 BCLL 0.0 Stress 1. NO WB 0.38 Hwo(TQ 0.02 5 Ne Na BCDL 10.0e FBC2016 PIM7 MabA-MSH Weight 41 M FF=20% LUMBER- BRACING _ TOP CHORD 2x4 SP No.2 TOP CHORD Slrudund Word atlmtMng dimply applied or 5L10 x purMls. BOTCHORD 20 SP No.2 BOTCHORD meld felfing drecpy applied or 9-04 oc bracing. WEBS 20 SP No.2 REACTIONS. (I1pLl2e) L119M18dlanitel.2�]Oq 2-8,5=300IMecnanlwl MaxHolz 2=1M(LC 17) Mex Uplift 4 417(LC 4),2_-396(1_04),5=-]5(LC 4) FORCES. (Ib)-Max.Comp�mTen.-AIL fooes 250(11b)orless except Amnshown. TOPCHORD 2-3=-1131A)24 BOTCHORD 2-7=-3781099,8)-3]611099 WEBS 36=1129588,37-0.262 NOTES 1)Wind:ASCE 7-10;VLRL l30mph(3 se0ontl gust)VWd=l of mph,TGDL---..2p l;BCDL=3.OFaf;h25ft:13-15@ L4411;eava=4p;C.I. 11;Elm C;End.,GCPf0.18;MWFRS(6redlmlen:centlerm,hell and night mdAmWI;end vaNwl left and right ea wr;Wmber DOL=1.60 plate gdp DOL=1.60 2)TIAs truss has been resignetl for a 100 per bottom Chad five two hafmleunent Wm any other live ICads. 3)-TIAs truss has been dee netl for a me lead of ODID 1 on me twom cord In d1 were,More a aewaMle 38-D tall by 2-0-0YAde All fit beMee r the bottom drool and an r other members. 4)ROW to grompt)for from to More conn wha. 5)Pmvoe mechanical connection(by o0 er)of truss to bearing plate 0 jdM(e)2. 6)PmWtla madlanical oonnecllon(by others)of truss to bearing plate capable of vamalanding 100 to uplift at fdntm)4,5 exoepl Utdb) 2=396. d8)In the LOADCA E(S)larwon,loads)applietl o the face of Me truss alta noted az hem IF)or boar(Bw.Met to O s ST-TOENAIL Detail. LOAD CivSE(S) Standard 1)Dead+Root Uva(bdaocad):Lumber Incamse=1.25,Plate homaze=1.25 Uniform Loads(pit) Vert 1-4=54,58=20 Concentrated Loads(Ib) Ven:12=-5)(F=-28,B-28)13-1(i B-1)14-54(F-27,8-27) Q WIRHNaY�Xftlulpnpro,VmnLNE6e He]mIXI]IBAXafILLIpCd MIEx NffFN6NCEalef of]4Am-Iam1d16960IZ a9E i peadl vdl]la uw WYvfh r+LWcrincuneclw n,mt MrIY klmedwYY�V Wranatwi Mown.mO6lw m,MNaxl WtAq<anlT"rwXl.rvr1 Irw Mlem.Pelaerce.11c NJ4lgdaeplc�misl Valli Xw gpka'JtYVortled9�Wanarerswd poLaAY Mwpaale A604.pn MIolMoverzMl WmRmrT.®¢LY3Lv9coledhlo ryevnll WckMrq orlMMrYxI Mrs M,aWlvctwatl memGaf aYY.MY]Iknl bmnwaYwM[ ^Id2Mp Il Ml ek' kdwoySraplwlbsltLiXYaM to WevmlcMlcpe Wmla M Mrvam vwaMamar�- fu¢vrertl glSnau ft. X,e 60W Pa,tr EM BM. ktk Xwaibton p,aub..aecMm]huckpol1 a N.L- 2M1 see/,N91/LAI Ou11YCWub.OSa-09 m]kL51 WINrq COTMmn1 Te,rye.FL 33610 yyAF'yeymeXal wtlMe Imm IFMe MMM.110 N.lee Street.aYb311.NeR4vlb.VRYYJl4. IN Tnm Tmee Type ON Pty Rivetade Horne,/BericMn l JK T1W4JB32 Jt]OWO JOB Jecx-Open 2 1 Job......me o tonal MaminB Bulldnp Supplies, Jakmrvdlle.FL 6.0106 Apt,,y6Qa MNjZEbBamea,lin t al LOlMNA5XY v M07I ID'.A3_OgGue]BiMJNgbSxHOGZY6Ca-vAPVI�Eb3luGop_TpeAcgm2VOB15wnNa5%YPMMZWOTj 4A0 8a 2-00 34U Beale.1:168 3 TOO F12 e mw 2 4 8 M_ 300 Sao Plate On to MY) 12'0-50 Edo 1 _ LOAUINO(psi SPACING 200 081. DEFL. In Ae0) ictal] LM PLATES GRIP TCU_ 20.0 Prof.Grip DOL 1.25 TG 0.35 Ved(LL) 0.01 4-7 x999 240 MT20 2441190 TGDL ].0 Lumber DOL 1.25 BC 0.17 Ved(TL) 0.01 4-] a9BB 100 BCU_ 0.0 ' Rep St.lncr YES WB 0.00 Hoa(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014 P12007 Mebix-MSH Welght:131b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Sftucwra wood sheathing directly applied.1300 pc pudirw. BOTOHORD 2x4 SP W.2 GOT CHORD Rigid ceding ca.tlyapplied or 1000w bmtlng. REACTIONS. (Ibraixe) 1514b ianlcat,2=28 6-8,0-HAvlarhenical Mex Hoa 2=145(LC 12) Max Uplift 3=W(LC 12),2-182(1_0 12) Max Grav 3=58(1_01]),2=280(LG 1),471](LC 3) FORCES. (Ib)-Mex.CompJMAc Ten.-All tomes 250(Ib)or lase except Wben shown. NOTES- 1)WInO:ASCE]-1Q Vult=130mph(3-aeCP'd gum)Vaed=101mph;TCDL4.2ps1;BCDl-3.Ops1;Ik25ft;Ba1Sn;1-24ft;ee,AAft;Cat. 11;EVC;End,GCpi-=O.18;MFRS(direcgonal)and C-C ExtAIO02)-20-14 to 0-11-2,Imedor(l)0.11-2 to 2-114 mm;centilOWr left etd right elmmed;AN ve10cal left ata right exposed;G 0 for members old forces 8 MFRS for reactions shown;Lumber DOL=160 pate g0p OOL=1.80 2)Tltls trees has bean designed lot a 10.0 psf Iwnom morn Ilve road noeconW nent With AWomer live dads. 3)-This truss has been designed for a INe toed of 20.Opst on me born chOW In all areas wbere a rectangle 300 fall by 200 vele .It lit between Ne nonan Mod end arty other..... 4)Refer to gi cm(li)for tmss to muss conneaPons. 5)Provide mecharecal wreaeflon(by others)of muse to b0aring plate capable of w+thatendirg I On In upIM at joint(s)3 except Atdb) 2=182. 1�are...-av_Cvpn ysrmlm xW aFJO NOiEEONTI®NIOWLLUOEn MTENNEFEnENCE MGEabl4TJ m.IOD.VMIS9EEONEVSE {P Wkl la um d4Y tr11h MlokD cvnveclwi Pox,leSlple Wsntlotly<q>t�paameAenSMvm.ontl htamkAM1tliwl lwldnp mnµNrenl.rot nus MlaT.Belae ue.IM IwY3q dAoakfmudvMlylirNeer P.'alannlers.I'll Fc1.aw o`aPla110llwu eve�Jl k. adaNaadwl.IrN�wwumeasfowaLWNlnwaNaew+LaamW webmNla,�rwa n,eml>w.orvv.�Naa1W..wmmen. laaw'e a dwgs leNetlM WMlNatllo pevmtcWgN viXnlxadeGWrab MaYT1'ptt�"NlY banq,e' rNlgwid PE1Qa' �epaQp x¢ 4aW Pale EeslO pbqulaAaene3a,NQaay.geclbnNM41p o1MlMimf-1 MlamtsaMW1/IPII Wyly Lalxlu.0Ad9 oMeCL WgCarywM,1 Tanga.FL 3Mt0 fdMylNgTOXan aWitlM tmm rl�6Hab xWIMe.RIe N.Iee$aeal,eJ13312 Ne[ux'M VRR131 G. .W IT. Tru Type Ory Ply Ramada Home,/Berlclon/JK T10]4]B33 J1700M JOB Jerk-Open 8 1 Job are.tobrorit Morning Bu1101nA Supplies, Jeksomilk,FL JNpoUH r2YSGa MlzHx Fusmsc,Ind. Tm Mer2B13:48.41201] Pagat IDg3_OOGue]61MJNga6xHpCZY6GeNMxHnvFD01 W P]ZAMci5NpeCY W dgdlKBHfuox W 071 -2-040O 2 — I SB-0 $4Y=1:a..6 8 ].00 FIT A � A 9 ytl a 6 2 SBU SBO LOAdNG(psn SPACING- 2-00 CSI. DER. In (Ido) 1I W PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TC 0.49 VerRLLI -0.07 4-T >953 240 MT20 2N/1B4) TOOL ].0 Harper DOL 1.25 BC 0.42 Verl(TL) -0.15 4-T >4 13 100 BCLL 0.0 ' Be,Stress 1. YES WE, 0.00 Horz(TL) 0.04) 3 Na we BCDL 10.0 Gone FBC2014TP1200T Metrix-MSH veaftift o FT=2U66 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Sourmal ve,od sh.adong drafty appllen or59-0 o<purilns. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling drectly applied or 100-0w prating. REACTIONS. gioNize) 3=127M lft nim,2-�i13/0.5-e,49NMWrealad Max Hou 2-211(LC 12) Max Uplift 3=-96(LC 12),2�1]3(LC 12) Max Gra,3=13MLO IT),24ol3(LC 1),4=101(LC 3) FORCES. (Ib)-Max.Compd Ten-Alllorcas250(lb)drless MWtw mShovm. NOTES 1)Wind:ASCE 7-10;VU0=130mpb(3-sacdnd gust)Vaso=101mpb;TCDI�1.2,0;BCO".OpaC 1e25ft;B�Sft:I-24ft;ea,aylft;On, II;Exp C;Enol.,GCP=0,18;MFRS(d9eclional)and CC Exledor(2)-2414 ro 611-2,IMarior(i)611-2 to 5A-0 zone;caMilaver leg and right exposed;end ver4wl left and right exposed;C-C formambar9 and forces&MFRS for teatime shoed;Warmer DOL=1.60 plate grip DOL=1.60 2)Toe truss has been designed for a 10.0 pet po9mn clots live load mnwmurrent Wth any other live Ideas. 3)-The VI hes been designed for a live load of 20.0,11 on the bo9om chord In al areae valeta.rectangle 3 tall by 2-0U mi. will fit bmeam Ne Wt.chord entl arryotWr members. 4)Retar to girder(s)for loss to truss dmreollons. 5)Proeice mechanical connection(by others)of truss to bearing plate capable of WAbstandrq 100 In Wllft of joint(s)3 except(A=1b) 2=R3. �WggwweVWyaNpr{smmw�+W gEAO NOFE9 qI MtS qNO Wtt UOEdxMENgEFEPIX[E GxdEIOFITlnr.16IIYAr6BEFOPEUSE. dHT Wplw usdYY Wxr MlekBcmrcclors RhOex.Y7tkL dcNYN�d�Mu•niwsOmN�.mlhlorm MlWlM tlMligcwnrwidM1 rot m.Wem.Beare�.mep�eara de4�mm...nr e o,w waaNB.a«�raakadwawnv Yrdwrrna raseptmorreoau ueN wq.W+a L,xrneakarxeenl t+mea vemuulwawemanwl.OrN./mlwrn rernwruvmdearrvauprdWa �d+=nrkWen aremmadawewxrdu+aewromlava�r+Ewv�ewwedvavnaa.r«wr.rf axm�aawaWx�a euw tem Erew. MML IIbn Yoro3s.tlW9Y.ereclbragbIX.'lOdlnaEaanob�ffi wganx tee MOtl�a.B%MOM ktS6MPxakV�krx T ttadald 4dwy o4wmaerowrm n�nmlloanaxm.aex.�sneaf.aYla arz NamndiftrVAnvA2zna. k^Pk. Three TnNS Type aty Ply Riverside Homes/Berklnn/JK i1 W4]B36 070030 AY9A Jerk-Open IIB 1 Job Retererce to tors 1 Manmrp Butdrp Supplies, Jakso0rgle.FL 8.D10s Apr20201bmllwlnbustles,lnc. TUG Mara 13:46:422017 Pege1 IDog3.DqG 7ffiMJNgfo Hb ZY6G -TYXREFrbL6wl6 wZDKYBbpOyalLi,@IVOFMORi S90 Sg0 ub=1:328 2 ].W 113 e 9 A � A ] My 1 tl 3 ffi_ S90 FOU LOADING(ps0 SPACING 241-0 CSI. DEFL In (loci Vde6 W PLATES GRIP T :1 L 20.0 PIele Grip D0L 1.25 TC 0.4b Vein O.W 36 >965 240 84120 244/190 TOOL 7o Lunar DOL 1.25 BC 0.36 Gal -0.14 36 N6] 1ad BGLL 0.0 ' Rep Stress lea YES WB 0.00 Hou(TL) 0.00 2 we Na BCDL 10.0 Coda FBC2014/1PYLW] McNx-AISH Weight:1916 F1`=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StruGural Good sheathing drepby applied or S"so Wdlre. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling dual applied or 1440 oc bmdng. REACDONS. (IbAIZe) 1=210N-582=138'MecMnkel,3=74Mlechanlcal Mex Harz 1=136(LC 12) Max Upli61=35(LC 12),2=109(l 12),3=B(LC 12) Max Guv 1=210(LC C).2=146(LC i]),3=104(LC 3) FORCES. (Ib)-Max.Comp.Miem Ten.-AIL fomes 250(ID)or less except when shove. NOTES 1)Wind:ASCE 7-10;Vu1t=130mph(3-secood gust)Vasd=101mph;TCDL 4.2psf; 3CDL=3opsl;h=2511;B-Let;1=24X;eavai Cat. II;Eq C;Encl.,GCpim.le;MFRS directional)and 0 EMedor(2)60010 3-081ntedor(1)30-0 to 5-6A zone:cantilever left and light exposed;end venire]led and right exposedC C for members aM forces 8 MFRS for electors shown;Lumber DOL=1.60 plate grip DOL=1.6) 2)TMs Inner has been designed for a 10.0 psi tedium chord live load ronconcurrent with any other Ilve bade. 3)'This trues has bean designed for a live load of 200pd on the boom chord In all areas xfieee a rectal 3FO Ia11 by 2-40 wide fell fit between fire bottom chord and any other members. 4) Fell to glyderds)for tnse to buss cenrreWons. 5)Provide medlanlcal connedon(by Mara)of o-uss to bearing plate capabte of withsiandlrq 100 In uplift at joint(s)1,3 except JWIU) 2=109. G,,....Yvey OWpn per _G a..XOIE50H MIr IRO...Ml2x eeFE .GIDE 4FHPnr.Iasasv I59EFOPEr/rE.nl Ce9w:AM In uw ou'ywM,MIIeWecunrwdwi.MZCo9{prtrten wYY urnn{svmglcn 9wwn mtll5loi mXtllN?%Y OurelFq mm� aemiYMn Setae ue.rM W'ArgdeeW�M mist renry 4Hx�a'/oIOWR�Wraoelenaw paL nv mccnw,I lMril nl—ril wa,waedv Nakwlrmwedamwefenl wadreaBw.wx+3 nasweoaa/aerwdmemcarsarr.aernlaYn rempaelyaanr»m�rrem ha:lrvr MiTek Bnwm+reRsed la a�Yklvmdrowever,loMlmfxYmm welxe Peoria Hry me wwenvma�e.ra meld a3dulca iapodra me seo4 Peke E..i arve. laatoMeWWe.d&Nelf wecamad dacM6o11vsesad MRSYdemi ree maal.sam ars.seakiondaf1YMMCdeda.UM-B9 aM BCA MO]InOaGeWrwnh T,npa rl 3M10 1 4daFy kermlal vW'xa nom llw Hoe notate.zra n. aa ., _ _ - Jeb Truss True Type Oy Ply Rivescle Homed BelldrMIJK 0]4 035 J17MM JOBB Jerk O,en 18 I b Ref pa ) ManNIIg Guru'Supplies, JakaolNilk,FL BOIOS Apr 202018 MITSK Inoses,lrc. Tire Mer 2013:96:42201] Papet ID:93_OgGu MiMJNgIOSZHb zYe a-rY UEFNt8wl6 ZDKvM"XeMg52r1VOFZWOTI 2A0 Tale 2-00 ZPO 3 Sides 1201 700 12 B B 2 4 aN- ZDo TOB LOADING(ps0 SPACING 280 CSI. DEFL. In goc) t4iell UO PLATES GRIP TGLL 20.0 Plate GOp DOL 1.26 TC 0.71 Vett(LL) -0.1I N 4585 240 MT20 241/180 TCDL ].0 LMnber DOL 1.25 BG G57 Ve,QL) -0.32 0.7 4203 100 ..LL 0.0 Rep SlresSlncr YES WB O.OD Horz(TL) 0.01 3 Na Ne BCOL 10.0 CoalFB..J1 11200' MaMx-MSH We1ght:2816 FT=20% LUMBER- BRACg4G TOP CHORD 2x4 SP Wo 2 TOP CHORD Simcbmal III dleatNng directly applied or 6-0 as purlins. BOT CHORD 2x4 SP No.2 BOT CHORD gold miing,iredhapplle,or 100-0 uc among. REACTIONS. (flespe) 3=158Mtachanlca1,2�0.Lb5E,4=81RAedlenloal Max Holz 2=241(LC 12) Max Uplift 3=-123(LC 12),2=1]e(LC 12) M Grav3=174(LG17),2=385(LC1),4=125(LO3) FORCES. (Ib)-Max.CcApz m.Ten.-Alltruces250(fb)orlessexceptwrenshown. NOTES 1)Win&ASCE 7-10;Vu0=1 WMPh(3secon,gust)Vas,-101 mph;TCDta4.2psf;BCDL=3.Opsf;1,251t1 B�SfI; --24K;eavey11t1 Oat. 11;EVC;End.,GCpl�.18;MW FRS(,Imdlgs)and C-C Ext rlor(2)-2814 t0 611-2,o1ebr(1)0.1 t-2 t0 6-11-0zolle;cantilever MB antl rlgM expose,;and verlical tett and right expose0;G-C for members and forces&MWFRS for readions Shown;Lumber D01-1,60 pate gnp DO1=1.60 2)This More hes Dean,eslglle l for a 100 on bosom chord IIse batl IMncgpoUmenl wth any other No bads. 3)-Time truss has been designed for a pard of 20.0pai on Ne b0tom cWM In all areas xhers a redangle 3 OIall by 200 ental Mil fit betwean the Wham cfroN an,any other members. 4)Refer to gins(.)for tops 10 truss comwctle s. 5)Proemial meclumpal connection(by agars)a truss to Mummg plate capable of WastalMln,100 to unlih at fangs)except gt=1b) . 123,2=176. Y MAAMea.VxNyWpnprfmn-rrC m AD MOM eN nI4 IND YSLmm MnEK REFFAMMm PdOEtltr74Am I.Mr EfOAs me D'.Wale uw duVMminlekB canwciac mhae Ny.Daa orvv OP^I P'^a^�Iers.,- '.Y Y'.. JhD cxa'.ff . nl OIRMMn.Belaelce.Ra bYSM{Jsbm lrvnl valry lln4Xw'-,x+rlryel11e5dl1gatmaauxW iµhelY lrv=r+IWlaR manFlulheoVerdl p1(Yg WYJI eacYq Ytlkaletlklppmvenl bxNYgdIItlM1M]4l auswebml/aclwvtlmmMeisaYY.aDdlbrvJ 4MnrulaYm,�Imnnl ha.Ilg MiTek tobnetlxaylet}lee.oaeoIYwNbgeVml-NofuMll pa�L�✓-1 a rgud>teLDa. . 06Per..Melega4p Ts 6804 Peke Ev Blrtl SeWMlak:IWe.,e Mor,.aeC.aom.see lnm1- sus ufftrM'ANLL/IRIOWMG1XwFI.OM2em4 aCL euelNCumVerMtl TanV R3Y10 Nxh wdmaxo0 wt4me mI011�Px»a mnlw.,zle N.Lee slreal.Salle 3lz.ae.alnln vazz3la. JBD TII4ss TIIU TTPe _., ON Pty Rivaleide Homes l Bedchon/JK T1070038 J170030 J10 Diagonal Hip Gird., I 1 _ Job Referenda 'oral MMmIIM B9edirD Supplies, Jaksomille,FL 80ws Apr2DxM6MiTek IMUSNea,Im. Tue Mer 2013:46:43201] Paget ID:g3_OgGue]eiMJNgfo5zH0OYv6(9a-Jk5 GUMe )2UHk23Pgz1MI 7A Vm9 W07g -R 9-15 2 2-15 1 2-995 2D15 1-113 Ewe=1164 3 1 4.95 Iz 'MILE➢ NAILED 6 -0ry R 9 NAILED NAILED 3a4= 1 az3 LR3 LOADING(pa) SPACING 2-0O CBI. DEFL III (1 al Vtlee wFWN GRIP TOLL 20.0 Plate She DOL 1.25 TC 0.53 Vem(LL) -0.OB a] >597 240 244/190TOOL ].0LMnberDOL .25BC 0.50 VedQL) -0.0] L] >VG 160 BOLL 0.0Rep Slreee Ina NO WB Dan Horz(TL) 0.00 2 Na Na BCDL 10.0 Come FBC20UNTP12007 Mamx-MSH 111 FT=2M LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Slzudural wood dreamt,directly applied or 4-2J Wmins. BOTGHORD 2x4 SP Ne.2 BOTCHORD Rigitl ceiliN dwtly spared or 10.0.0 m breschI REACTIONS. (Ibhlze) 3=52/11seuhanlcal,2182/➢7-0,4�aMec0enlcal Max Horz 2=143(LC 24) Max Uplift 3=i3(LC 8),2=-296(LC 8),4=-38(LC 1]) Max Gary 3=8](LC 28),2=3]9(LC 28),4�(LC 24) FORCES, (Ib)-Max.Comp.IMax.Ton.-All locfe250 pip)orless ismamemenshoen. NOTES 1)Wind:ASCE 7-10;Vd1=130mph(3second gust)Vasd=101 mph;TCD!4.2,s1;BCDL= DIP l;h158;0 Mfft 1=2411;eave=411:CaL Il;Exp C;End.,GCDI 0.16;MFRS(dredionan;oanNever left ala ogM exposed;end vadca left and right exposed;Lumbar DOL=1.80 plate gmp DOL-lAD 2)This flues has been designed for a 10.0 as[bottom cMra live two Iatconamant wim any other We lease. 3)-This truss has been designed for a Ilve load of nkpsf on the 11pftom dcrd in all areas where a radanD.36U tall by 2-0-0 Wide Mr fit betwaeu Me beftom Chard and any other members. 4)Rater to g00sh(s)for truss to three Wnll0diCf19. 5)Provide reeclvnical connection(by others)of truss to baI plate capable of wimsferairq 100111 Uplift at Jell 3,4 excepl gtdb) 2=296. e)94AILEW Indicates 3-1e1(0,WX1')or 2-12d(0.148^!3.25')mf-ba15.For more details after to Milake ST TOENAIL Dalai. 7)In the LOAD CASES)senron,loans applied to the face of Ne puss ere noted as Imnt(F)or back(B). LOAD CASE(S) Standard 1)Dead a Roof Live(baanCed):Lumber(crease=1.25,Plate Increase=1.25 Uniform Leade(on vert 1-154,4-rx w Denominated!Leads lib) Vert 8=51(F=26,0=28)9=]2(F=36,B3=36) AWI.eVMIy YVlpnpvem�Ir.mOaEIe NOTEa OIllXI34NO PKLWFe N1IET PFrtaeNCE PIGENP)I)J rev.I60Yt0rFeEWMk7l USE DeY,p Wales u"a CNV MIIn brisk& mdse Mstletlgi it .Ua,uWO Vevanelers Nuwn ml Ulum.1.Waanp coi Olmryskm.Balae m.11w bJkLpdeNlrel mut vtMry IMCIF1�aMINCIOstlpn geuneleiSCM q[penYMarwCle YtllaMalelnq-1'WaMITOIC ..Peb EM Ndk un.tlpWe.GgNpy.—Ax,m]b'acep of In—aJ Mlv muoma aMlM/MI OWYN Cshinex 1a Win 41eM11g eas,ft, !dal avyula flan ems.MNr0e.11e N.lee.1.aM 511,Ne[avJb VA ZUtus Tare.FL 311(0 Jeb :;i ;i Trus Type Oy Pp/ Riverside Homes I Benchon/JK T1o]4]ea] it 11:11:1:1 JH Oistanal Hip Birder 3 1 Job firterence a dahra Me1N'/Ilg BulEif135Ypp ia. Jake«WIIB,FL 6.010a AF12J21118MIIBx IMYSNe4112U lYSPFIM J.TWVM rl ravel ID:p3_OOGue]BlAJNg1oSEHbCxYfiGeJk52tnGUMeGnIG12UHkZSPgz1MN55T0oVm3T11xW0]g 3-&15 4115 &0.1 ~ 2815 � 41-05 3103 SCR-=135.2 NAILED NAM1ED 12 NAILED NAILED 4.05 FY 30 i 3 dj NRIIED NAILED 11 I � 3 4 8 1 NAILED LSM II 3�4=6 514= NAIAD NAILED NAILED NFRED NAILED 4115 BA1 41-05 1103 Phis OIMds(%Y) 121005 Etl I LOADING(pap SPACING- 280 CSI. DEFL. In gas) Wes Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.53 Voll -0.06 7-10 aYA 200 MT20 200/190 TGDL ].0 Lumber DOL 125 BC 053 Ven(TL) -0.08 57 :>999 180 BCLL 0,0 ' Rep Smi Incr NO WB 0.17 Horx(IL) 001 5 Na Ne BCaL 10.0 Cotle FBC2010?P1200] Matdx-MSH Weight:9]m FT=20% LUMBER- BRACING- TOPCHORO 2x4 SP No.2 TOPCHORD Stiudural wood sheathng drsof applies or 6(Io oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD RHO calling drectly applied!or 100-0 no bri drg. WEBS 2x45P No.2 REACTIONS. (INaixa) <-181?Aechanicel,2=38910-]8,5=21ZMacheniwl Max Hort 2=208(LC 8) Merl UpII84--128(LC 8),2=322(LC 8),5 1B(LG 8) Max G.4_161(LC 1),2=549(LC 28),5=29B(LC 29) FORCES. (lb)-Max.Gomp.flivi Ten.-AII fomes 250(lb)orless except INnen shown. TOP CHORD 2 -111/95 BOTCHORD 24-15]/520,57-15bsei) WEBS M-5]3/1]9,37=12888 NOTES- I)W IrM:ASCE 7-101 VdLl1 p0(&second gut)Vasd=101mph;TGDL=0.2p f.BCDL=9.Opst;t 25X;B=45R,L-24X;eaves- RN Cat. II;Exp C;End.,GCp=D.10;MFRS(drestlonel);cantilever left and right reported;and venloxl IBX and rind exposeQ Lumber DO1=1.60 pate fine DOL--1.80 2)TMs true hes been designed for a 10.0 pal bottom crord live load rarwonwnent with eery ether live loads. 3)'TMs Huss hes bean designed for a live lead of 20.Opel on the boXom dgrd In all areas Where a raclalgle 3 tall by 2-00 wide MII fit between the bonom der0 and my,other membere 4)Refer to gimer(s)for three to truss cemrediena. 5)PmAde medranlcal mnneclion(by others)of Imre to beading plate capable of Withstanding 100 lb uphill at jdm(a)5 except Qtdb) 0=128,2=322. 6)'"LEW indicales 3-100(0.148'x0")or 2-12d(0.148'x3.25')tae-nalls.For more details refer to MITek's ST-TOENAIL Detall. 7)In the LOAD CASE(5)section,beds appled to the face of the thus are rated as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a RODE live(belan.cif Lumber Incroase=1.25.Rate Increase=1.25 Uniform Leads(pIQ Ven:o-4—54,5-8=-20 Goncarmand Leads(Ib) Ven:]=](F=$B-_6)11=51(F=26,B46)12=91(F=I6,B--0 )13=72(F=38,8=36)14-58(F—29,B-29) V WgpNWp.Vtlly arsa,nMr[++E FEIO NaTEa ONTM6xNe tlIELYOEo MIIEIt Refire. CE..a ali— I6TYfOISaEFONE USE. n5M VtlNla u�a«Y'MN MleklJ wxwcblc Ms W9nlr ahatt¢1 aYY ulrM Wheelers Yxam.ml Yla m YdIWLV MNVMg cdnp>tml.rot Mlmm- �l«e Imo.Re dYMrg tlesLlriel maul vellh IMYyJM.,EMlh or drayT Cronelen«viggM inaAi:uWrWe IIM63Wn Flo Irieovrdl inlxrree«r.Br�Arallrexmedarowavem lxlcHYp olkdMdla M1ve MebaV/«clwemerlons«W.Addln«.d remWprmdlRnea'arl«wBg g�(' NrlwayheQletl Iw eH1XYaW topeaer11CW4se`MN Wade CeIYXW n1xV uvl paFa1VU«n«"H. IU Tad PkeNCele3«4p ale Wbkalkn sldq,e' .deMuelY.aecM0ALmca9 o11nuwuulMm Mlema eaeaXL/MIOGINGIMa.pBBe9aM BCL NA191NC«IVerIMa 1,pehe.IalA. }gFhbAghneeen myaNe M1an LIm IMIe MIMM.21a N.lee Shwt.a11a a12,Na�vtlh VP22111. 'MI, Thss Trues Type Ory Ply Rlvaside Homes/BmicNn/JK T107478311 J17DD30 J12 Dlagarel In GiNer 1Job 1 R _ 0Ioptional) Mennrg Buitlirg Sppies, JeksomilNFL ] Page 1 ID:A3OgGue]elMNgmSaG +W0VwH87yOaGOI-E1FoC9nI0dgYdA)QWCVhWO] -2945 d-2-5 &0.13 d-2-5 1168 Scale=1:254 NAIIED 4 NAILED lT 12 NAILED NAILED cos1z hl G 3 1 NAILED NAILED 11 z 13 ] 1t fi 1 NAILED 1bW II -a NAILED hd= NAILED NAILED NAILED NAILED NAILED 425 N13 435 11D8 Plele Offs (XYF 12O08Edgal LOApNG(psi) SPACING- 2-00 CSI. 'EFL In Qac) Vdafl tltl PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.53 Ved(LL) -0.05 7-10 >998 240 MT20 244/190 TCDL ].O Lumber DOL 1.25 BC 0.54 Yed(TL) -0.06 S] >999 ISO BCLL O.DRep Stress Inc, NO WB 0.18 HoOdTL) 0.01 5 we Na BCDL 10.0 CodeFBG2014?PI20W Melrx-MSH Welghd 38lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structure!Wmd sheaiNn l Mrecdy,applied or 6 0-0oc puf ire. BUT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applled or 100-0oc bracing. WEBS 2 ,ISPNo.2 REACRONS. g,%Ice) 4=17AMtechanical,2=41430743,5=255 lftanical Max HOG 2=209(LC 24) Max Uplift b14](LC 8),2-352(1C 8),5-129(LC 5) Mex G.4=1]4(LC 1),2=558(LC 28),5-=315(LC 29) FORCES (Ib)-Mex.Comp./Max.Ten-All fomes 250 DID)or less except W mh ahovm. TOP CHORD 2-3-714222 BOTCHORD 2-]=2]4/528,6-]=-2]4/529 WEBS 9E=-583/302 NOTES 11 WIN:ASCE 7-10,,VWk130mph(baecorxl goal)Vam0=t Olmph;TCDL>L.2pm1;BCDI-3.Opsi;R-25ft;B=451t;1=24ft;eave=4ft;Cal. 11;EVC;End.,GCPI�0.18;MFRS(dinurcu !);canllleverleft are dgM¢,posed;and vedlral fanatic,tight exposed;Lumber 001-1,61t)plate gdp DOL=1.60 2)This them has been resigned fora 10.0 psi boftom chore Ilve load 0onw,xvrrent Wilk any other Ave loads. 3)-This rouse has been deslgoad for a ft a bad of 20.0pef on The,bottom More in all areae where a rectangle 380 ta!!by 2-0-0vnde will Lit Eelaean the bodom chord and any other members. 4)Rater to gnmar(a)for truss to tome,corrections. 5)Protide mechanical connectlon(by others)of thus to bearing plate capable of wlthatandlrq 10o Ib uplift of joints)except At=lb) A=147,2.352,5=129. 8)'NAILED'Inaboates 3.1 her(0.148'x3')or 2-12d(0.148'x3.25)toe-ndb.Far more caddis refer to III ST-TOENAIL Detail. ])In the LOAD CASE(S)section,leads applied to the face of the truss are noted as iron)(F)or back(B). LOAD CASES) Standah 1)Dead.Roof Uva(balanced):Lumbar Incree5a=1.25,Plate Increase=1.25 Uniform Loads(pre) VBN:11=-54,5 8-20 Corcantmmal Loads(1b) Vet 3-3(F=2,13-2)]=-23(F=11,B=-11)11=51(F=26,3=26)12=-109(F=-55,B=-55)13=72F-=36.B=38)14-82(F-41, 8-41) Q WAgNWa YY1H dvpe/w NO.. M[LUOEaaum H[EP aEMY m.1. 6BEf SE �VtlMlW wrwY MIIk -v lrttlaJanht -nl l .,. rrn. 1 ' IxNukxed q'. F�-`�nl.rot kykd ran�Iwe uv.nret x K muerwln cp M!tele W# P'+ 1e¢ M IwO, meaorb alMovemll L} L, b card W`kln. a lielMk reel Mw iM:aN WNhYwllnniw bat[I/ amemOsarnY . aYlXwW lemP"xwavf0.WAWnId M ,IBP• aeMaYx eepWed M iAYlMmdto IXevenicM4Ye WIN Wwlde F'arYNpl Y4YYcaxlgweMdvnree. ,a ysnertl g.✓knce regadLq llw lgytgMN epe.O Mleay.aeclbnevW Malty of lnmeaoM lnBMlamv aael.XWINI WtlIHCMxk,DAd9aM lLSIWNiq Companwa <0.Y PUL� B . 9lNY InlpmaXan au�'Cb Yom Iria Flole IMIMe.RIB N.lea Slreel.Alta fIR,OleiatMla VASl]IJ. Terry¢. 'a L a 3MO ]610 Jap Truer Tnas Type Ory Ply Piverside Homes/Berkronl JK 0]4R3B Jt]o030 J13 Comer Jack 16 t Jap Relererce o 8one1 returning training Bupplies, last 80104Aq 202018 MITekIMiaNea,Iru. Tua Mer 2R 13:48:4520f] Pegat m ID:g3_OgGwMWJNgIaSxHOGZY6Ga G)DomGIkuGW VuuRpimt XgmK59p]Z1cJFpFB1ezW0]e ,.he b00 2 CaO 00 SraM=1:11] a 30 Tm 12 2 4 _T Y f 5 1. 4 td0 1-00 LOAMMG� SPACING 2-0-0 CSI. DEFL. In (roc) gde8 L O PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.49 Vad(LL) 0.00 5 .988 240 Mi20 24VIN TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(TL) 0.00 5 .998 180 SCLL 0.0 ' Rep Speeds Imr YES WB 0.00 Horz(TL) -0.01 3 We Na BCDL 10.0 Coda FBG2o14/TPh4K7 Wtdx-MBH Weight:B lb FT=20% LUMBER BRACING TOPCHORD 2xt SP No.2 TOPCHORD Structural wood sheathing deadly applied or 1-O0 oc Ou0tra, BOTCHORD 2x4 SP NO.2 except etre vedicaly. WEBS 2x4 SP Not BOTCHORD Rigid wiling dreat applied!or 10-00M bracing. REACTIONS (11"Ie) k309N38,3-1011Medtanlcal,4=2&MedlanlW Max Herz 5=190(10 12) Max Uplift 5=-213(LC 12).3=-1oi(LC 1),4—26(LC 1) Max Grav 5-3UB(LC¶,3=91(LC 12),4=15(LG 10) FORCES. (lb)-Mex.Cwnp.IMaa Ten.-All forces 250(b)or leu except wtren shown. TOPCHORD 2-5-288/350 NOTES 1)Wind:ASCE 7-10;Vuib1301(3-secmd gust)Vud=101 mph;TCDL-4.2psb BGDL=3.Ogm.h=25X;BA51t; —24p;eavt Cap. 11;EV C;End.,GCpib.18;MFRS(cl edional)and GC EAMM(2)zone;cantilever aft and right exposed;and vertical pall and right exlmse4GC for members and forces S MFRS for readier shown;Lumber DOL-1.60 plate grip DOL=1.60 2)This Vias had been designed for a 10,0 pat Dormer dwrE live load nonwncum nt aim any Omer live loads. 3)'This than has peen designed for a live load Of 200pst On the bottom chord in all areas where a rectangle 38-0 mil by 2-0-0 wide will fir between the podom trod!Md are other members. 4)Refer to ginder(s)for true to bun connections. 5)Provide machaniwl cormttlbn(by ortrers)of truss to peadng plate capable of wghsmralm,10016 uplfl at Idnt(s)4 except Qt-bi 5=213,3=101. WpgNWa VW/ybagn PuemNart mCaEFO HUTE50N TX6pNa WCtYOEa MIIEx REFEPIXCE PIOF MRJFJd iw.IOaYMIaeEWaEUSE :9el�vaNd(a use oNY WT su-newuleclwd Pis Ws{pkMSJ ONy upon r*.a iars YFrvm.rnul klaimn9Weul MOkgamniW�enLnol Iwn-telae�.m9 dfkexrdesbriermut vean lM4XlM.fiW ul slesxJrlW tmNers WJ'6cPonrlwrnM�a�e AtasWrinrolM uvw.,u M[Teke 'lxYdlgdNkxl.aUan2k✓Xaledempevenl bJdilkp WlftlMkf avaWebaxilnclwvtllnBmne «er TVMM17-wr0mpurarrmdpem,a�wJ�,..nµ� MiTek �:fvwl5r some, LMNUM1opond 1 dlR>B Nm Wwkla.avara XPrVmeipgi seat tqn. Des"dtlBd�aceseadeylN 8a4 Pats,East Jae orad rtnatteYaotle. ,noneson Mat WlnU.x9o11nmaLagmmreamsWealara seat DSLJi aq aC9 YaSr9CMWn•nr swain krwm4wa malmen«atns vww rnlu».21au.1Na so-Nal.sdm alz Pra.arsla vnnal4. •^n'. 151, T. T.Type Ory Ply RNarede Homes/BericMn/JK 1 Jt]0030 J14 JeckOpen z 1 Job Re a encs(oprorwh ng]4Te4o Melminp Building Supgiea, JeFeomnlle.FL fi.Of0s Ala 202a16MITeklr GWVu.R Mi MBr2e1alcJFpFOI ape1 ID:g3_OgOue]BiMINpIa3xHUCZY6Ga G]OomGIkuGWVuazRdmt%gmK5BpK1cJFpF01exW0ie 200A0 � 2Aa 2d0 S la=1147 3 ]W 12 e 3z4 II 2 – � 6 15 4 2-047 2W LOADING SPACING- 27 C81. DEFL In Qbp) IMell VE PLATES GRIP Tm 20.0 Plate Grip DOL 1.25 TC 0.49 Ved(LL) BOB 4-5 >999 240 M120 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vahm) D.W 45 >999 160 BOLL 0.0 ' Rep Stress Ir ' YES WB O.OD Hou(TL) -0.01 9 We We BCDL 10.0 Code FBC2014/F1`12007 MMde-MSH Weight:11111 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD StrucWrel wood sheatdrg direiryapplied or 2-0 wpurlins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid rating diracry applied or 10-0-0 oc bradlg. REACTIONS. (Ib5ize) 5=260N 38,3=2/Akctlanidd,4=2Mlechanical Mex Hor[5=154(LC 12) Max Uplld 515%LC 12),3 24(LC B).4=8(LC 9) Max Gov 5=z60(LC 1),3=16(LG 10),4=MLC 3) FORCE& (lb)-Mex.Comp.Mlax.Ten.-All one.250 Qb)piles exceptwhenshown. TOPCHORD 2-5222/256 NOTES 1)WiW:ASCE]-10;Vul1=130mph(3- wmd gist)Vasil=10lmpf;TCOL-A.2psf.BCDL=3.Dpsf;R2 f1;BA5f1:L=24h;a 9v ft;Oat. II;Exp C;End.,00pi=0.10;MFRS(Olrsole M)and C-C Exletlor(2)-2-0-14 to 0.11-2,Intehm(¶0-11-2 to 1-11-14 zone;cantilever NX and fight ex,med;ere veNcal ler and hgid exposegC-C for members aM fomes B MW FRS for Isadore shown:Lumber DOL-1.60 plare grip DOL=1.60 2)This toss has been designed for a 10.0 pst foram chord Ilve load rgncenwirent Min any other live Me&. 3)-This muss has been designed for a him load of 20ops1 w the borom choM in all areas share a rectarGe 36-0 WI by 2-0-O wale, sill fit between the bottom shod and any other membare. 4)Refer to giMehs)for tmas to truss oonlledlore. 5)Provide mechanlwl connection(by others)of truss to bearirg plate capable of sitletarlding 10016 uplift at jdnt(s)3,4 except Qt=16) 5=159. �W4MV-V-Ve'CVlpnpnmmHm+M aEIO se.VA iM64HO Violue a...'e P4aE.11l —IOPVNI56EFOPx IIS EMR. dl Ipfw aYY'MT Mettacmreslon. lh@rsg�kt�xe0oMVunnr*'>�efe¢Yxnm.a�tlsrwm MJNdu hetlryr camel.mm ruviwlan Peiaelee.n¢dtlMq dNAriermuslsenlylM nrClxolYln or CeYp�Ir+�xrerenard Propn4v M�'1`nole llt�LL�Inm n¢ovral aAsed�+P.e�elrwNrnoeaharecenlawroavMMalllmweoale/a cmramerrlmliarur.auwatemwrmaa cermmenlaarAa MIT@( adrowreZJeOMikEIXYavJ to Revenlcdlq>"e wxN WaLJe r�orNvlx4iYm]RMaM�rWleGagorlad.pJWK'e m+]aRgxro 6BWGeIEesl BNtl. fapk.Mkn slaape.d��ery.era:lbn uel Macrg ollnrwamtllllmMlenn ceeNXWMIfWNfAxW Dea4Wm]%R wrx6lpCempwWN ienpa.IL 3ffiIn eWx 111pmOxan aWeC�Gcm Irwflole InNMe.RIa N.Iee Areel.9lk 31 R.NozWlla Vh Y1]IE. J66 Teua T.Typo OIY Pty Riverside Herres l Benctmn l JK Tta]6T891 iJ111:1130 J15 J.k-Open 9 1 Jab Relerexa(o mall Memknp Bulldrg Supplres, Jeksonwlle,FL 8.010s AprM3:48.4820 ID'g3OgGw] iMNgiaSHbCZYGa-UpA1MVeMWkRftPHG311VYZ01nTSUll1je]0PoW90G]tl1 380 24F0 2 D0 2SO Sole. 3 iW FIT 8 3W 2 � w 1 9 s 150 II 2 eo 269 LOApNG BPACMG 2-60 C51. TD% In (bc) Udell Lb PLATES ORW TGLL 20.0 Plate Glp DOL 1.25 TC 0.99 0.00 0.5 >999 290 M]20265/190TCDL TO lumbar DOL 1.25 BC 0.10 -0.LJO 0.5BCLL 0.0 ' Rep SireMg YES WB 0.00 0.01 3 Ne Na BCDL 10.0 Code 1TC2014 P12007 MMdx-MSH Weigh 13 to FT=2 LUMBER- BRACING- TOPCHORD 2x4 SP No.2TOPCHORD Structural wood sheathing directly applled or 2-60 mpurine, BOT CHORD 9v1 SP No.2 ..pt and verticals. WEBS 2x9 SP W.2 BOT CHORD Rigid ceiling directly applied or 1000¢leading, REACTIONS. (IlValm) 5�6.4b30,3=20RAetllanlW.9=]RAerhenlral Max Hog 5=165(LC 12) Max UWIM 5=-152(LC 12),3-32(LC 9),4--E(LC 9) Mex G.5=263(LC 1),3=33(LC 1]),4=39(LC 3) FORCES (Ib)-Max.Comp rMax Tan.-All fomes 250(ib)or Iess except when Shown. NOTES 1)WIW:ASCE T-10;Vu11=130mph(3-emmd gat)Vas0=101mpN TCDL7.2psf;BCDL=3.Opst,6=25K;B=5f;L=29X;eav R;Cel. 11;Exp C;End.,GCpi=0.18;MFRS(O.1.nal)and C-C EMedor(2)-2-0-14 to 011-2,Interor(1)0.11-210 2-56 zone;cantilever left and!dgN 6Mmed;and veM.W left and rlgM expoaed;C-C for members and forces 8 MW FRS for reachom shown;Lumber DOL-1.60 plate gnp DOL=1.60 2)The buss has been designed for a 10.0 psi bottom chord We load nommnmrml vdm arty other tive oacs. 3)-T a truss has been designed for a Ilve load of ECOpid on the bobmn ciwN In all area Mae a rectangle 380 ran by 28-0 wide wi11 lit between tre bottom ohord and arty other membem. 4)Refer to girder(.)for truss to buss mnnedlans. 5)Pmvida mechaMcal odr,a m(by oNere)of buss to bearng plate cepeUs of wtthetanding 100 to Witt at jdnl(.)3,4 except(jWd, 5=152. Q..a-Vx CWengrmwrsn vN GFla NaiE90N rN6 NI0 WLLWEa WEx aEF[MNLE PA4ExV]0]f nr.IOOYNIa BEfaaEa4E. fW41n vGNloi ve oNY Mth Muldn,lmnzaas.Mstl�piklxSeJ wY4ugn�tunlen 9wwn.aMaform NIW.xX traaay mml> �nl.rvol hrmwMn asNMe�,x¢Glldirq d^rb^a mml veMN iM WYCWINoI GSGT yumielenml nopeilY Yacnwale ryW MWnn c-uvddl IxW 'enon.9IXkglMtrdin e-ttm toree'galMhAer-noiMm]/erdwrameoeoddYv. of�I 9temrmnY dna-avmibwryq M( ek 4Y+'eN ePAeObGWINTdro pevenlcMl4 MT P�%depemxid lVfYm]pq+utYt}anrge. Fw 6erx+tl YMNnceiW49 MI INytolpt alpo3e.tlMNny,attlkrtm[I MaiM{ollnvesmdLus SnMxni reeN191/IF1 OUIM LdIxp.Wad4an4lC.I WPlnq Corrymsnr aB04 PeN Een BNO sdi.h lMwmdon a:did4N nanb�Rrne mm�na.zra N.Lee meat sine3tzuawmu vnzzme. T.NG..FL axlo J6b Trans Trans Type ON Ply pressure Homes,/Bacclen l JK T1W4]IM2 11"wo J16 Dagmel Hip Girder 4 1 Job _ RefeeoGoreWashing Building Slpples, JekwmllaFL 801OSA202018M 'axlhau Paged IDg3OgGe] iMJNgbSHGxY0e- MROMkRE9PHGIIPrZ?FITZSR1Ia0W0]tl zs1s Ifta' z-s1s 1-41n 1a10 Ssus 1 14.6 3 NAILED IA N 1L. E 6 4,95 1Y 3N 2 1 HALED HALED s i sx4 aA= a z ga ON LOADING(pepT NG 260 051. DEFI_ In (bp) goal IN RATER GRIP TCLL 20.0np DOL 1.25 TC Due Ven(LL) 0.00 45 a999 240 MT20 24W190 TCDL ].0 DOL 1.25 BC 0.15 Ven(R) 001 45 X998 100BOLL 0.0 .lner NO WB OAS Horx(IL) -0.00 3 We We BCDL 10.0BC2014 PI200] MAMA-MBH Ind 18b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOPCHORD Slmcfurel wvud eM1eatMng directly applied ar2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except and venicMa. WEBS 20 SP No.2 BOT CHORD Fund cegirg Wash,applied or 10P0 w braving. REACTIONS. Man.) 5=283d4-9,3=-72JMechanical,4�.hhdnlcal Max Hom 5=91(ILC 8) Max Uplift 5-314(10 B),3=200(LG 1]),4=-55(10 8) Mel,Grew 5=323(LC 281,3=215(LC 24), „_(LC 3) FORCES. (Ib)-Max,Comp-Adac Ten,-Allrhes250(Ib)orlessexceptMmshown. TOP CHORD 2-5=-313@95 NOTES 1)WIM:ASCE 710,Vulk130mph(3-sa 9W)Vasil=101mph;TCDL=4.2psf;BGDL Opwf;h=25n;B=45f1;L- 4R;ea ft;Cat. II;Exp G;Enc,, 30pi--0.18;MFRS(did,10ael);cantilever 10 aid right espousal;end venical left and fight embossed;ltmbtt DOL=1 W plate 90p DOL=1.60 2)Tills Oyes Inas been designed for a IDD pal bottom chord live load noncmwrand yMh any other live loads. 3)'This truss has been designed for a live toad of 20apal on Ne taflom Mod in ell areas W rere a rectangle 36-0 fail by 2-0D Wits Will M Defendant the bonom pror0 am ars,other members. 4)Rader to g rulans)for Imes to them acnnedbns. 5)Provide mechanical wnnectlon(by others)of ides to bearing plate Capable of entOslaMin9100 lb upllfl at;Mnt(e)4 except gfdb) 5=314,3=2W. 6)'NAILED'itykat 3-1 od(0.148'Ye')or 242d(0.148'x3.25)toe-nags.For more delvele refer to MTak's ST-TOENAIL Detail. ])In the LOAD CASE(5)sectlon,loads applied to the few of the truss are hated ate front(F)or back(3). LOAD CASE(8) Standard! 1)Dead+Fact Uye(balanced):Lumber Increase=1.25,Plate Increase-1.25 UNionn Loads gulf) Vern:1-2=-54.2-364,4-5-20 Concentrated Lonna(Ib) Ven:6=90(F- S.B=45)734(F27.8=2]) tl Wa.....VnlW a.tlun xxn—enossENe NOIE¢ONiNR,nan.'WEa MREx FEfEPINCEPI4EWAArer.IWYMnt.,aaMVSE pymrWgnorw Yw#'MtekS "',et tlesptt—doNyls oW—etem9 .aM alw w srvj d llrrar ca...—otml InRM1an�Iaame.Ilw ra.r �xs mauvvwhv..A'.'Nale gaonrelersaM n',"b' n*'aare ll45de9�xrinb lM—'s IrNBre daYga W�VIMkaleN4b Lmcenidx:plrgol9WIW IlnswehaMla clwve memlmaYv. pggam9lnrpuwaxinemocnl da^Jp MiTek' aerwoR ra[]WeO Malmlryaul to pavemcdwce halm mmaa terrors Mxvhadwwamdun.yrr_ fre eme,a DJe�wN roeerann,a f "s,sieges,CHNay.—..nad b.-w or lnrver entl lner',,p rcrwaNNlaff GWN CMvb,..aM Kin WMn9 ComWmnl Ta Parke E.BW. 90MyIlEmnatlon avddMeLmm lruaflale TNMe.RIn N.Ina SOeeL.]IR.AI.sk VP R2JI4. arrya,FL 3'Y10 Jdb Trues Trim Type Cry Ply Riverise Homes I Berldlm I JK T10]4]843 J17MM J17 Diagonal Hip Girder 4 1 Job Reservev....... .. 4orel Meming 6JilHing Supplies, JeMaWlla,FL WN91 Ag202016MiW"Bysbieal7c Toe Mar281Ll4 i kG Pagel 10:g3_OgGw]&MJNgIOSLMGZVeGe-CWKYByJ OOnD]u0pPoVCFrc3nlLn/hi]kG86]WO]c -2-045 1A93 3591 2-BI5 1AI3 1A13 Scale:&4'-P 4 NAILED h 495 Fis H9aED 3 e SN I z 1 e e s IUILED aN- NAILED h4= SS-11 3611 IAADINO(psB SPAOB4G 2H10 f81. DEFL M (roc) VOM l/d PLAIES GRIP TCU- 20.D PIero GHp DOL 1.25 TC O.n VeQLL) 0.01 6-7 >999 240 win) 2 W190 TCDL 7.0 brrlber DOl 1.25 BC 0.22 Vmd(TL) 0.02 &7 >999 180 BELL 00 ' Rep Shaer Ina NO WB 0.07 IMrr(TL) -0.00 4 No Me ,CDL I., Code FBC2014RP12007 Mn01x-MSN Wept:221h FT 20%, LUMBER- BRACING- TOPCHORD 20 SP No.2 TOPCHORD Structural wood sheathing drec0y applied or 3-&1l MWHIM. BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid miling directly applied orb OM binding. REACTIONS. geeft.) 4=]tlMachonlosll,5=8bMedmlod,]=271I04-9 Mex Horz ]=162(LCB) Max Uplift 4=77(!-C 24),5=-216(LC 17),]=W2(LC 8) Max Grey 4�21LC 17),5=1851LC 241,7�35(LC 28) FORCES (Ib)-Max.Camp.rtAex.Ten.-All lances 25011b)alaes except wfiea sfrovm. TOPCHORD 2-]=3]1/458,23-192/299 WEBS 3-7=45&28&36=28&303 NOTE& 1)WiM:AGCE 7-10:VuILl1 ph(3aecond goat)Vasd=101mph;TCDL=4.2p51;BGDL=3.0m1;h=25ft;B=45fL L=24f1;eeveAft;Gat ll;EV C;End.,GCpi-0.18;"FRS(direbanal);cantilever left ass,HgM alglosed:end vaHlwl left aM right MWaed;Lumber DOL=L60 plats grip DOL=1.60 2)Thin truss has been designed for a 100 p if hodom amid live load Hawnsu0anf WM arty other live loads. 3)'This truss has been dee,ned for a live load of 20.OW on the bottom drord In all areas where a reasnigle 36-0fell by 2-0-0 Was WII fit between the WHOM chord and any Other members. 4)Refer to gml r(s)for truss to Kaes cormaUlons. 5)Provide mechanical amnedlon(by others)d may to bearing plate capade of W1Namini 100 lb tWR at loinior)4 except Qtdb) 5=216,7�. 6)'NAILED'Ind atee 3-1110(D.148-d )or 2-12d(0.146'x3.25')toenails.For mole details refer to MlTekb ST-TOENAIL Detail. ])In the LOAD CASE($)Man ,loads applied btlre Islas of fire isms are rioted as met(F)or beck(B). LOAD CME(S) SlarMard 1)Dead♦Root five(DNanceN):Umber Increass-1+25,Plate Increase=1.25 UNMrm Loads(pIR Ven:1-2=-54,2-4-54,5-0=-20 Concentrated Loads(10) Ven:841(F-46.8=48)9=55(F=28,8=2a) WpaNga VVXy Caenpveererxe ars aE p NOTE5ON]NA4 a.AYC pep NNER PEFEaANtEI1eEM14Am.laaYAIsaEMPEU5E IIeL{p Wltl lw u�MY NmIN1eM&rmnnwkxclMaee(rnblmMwYVUIt+n yam,alm5wwn,aMhMm MIukEM dhMq compw¢nl.wl Mnn¢MMn �Iwe ice.IM bWrvddeWrermw rynw gFikcdllynl Je9{TlrxamalanoM gWeM1YM:wpwnR MSOefbnlnlolVa o�ertxl aAeaBae4oa.a�agmdornedalo garearr.WlNW el bdb4Td naWwepw�dlw�mra melacea wuv.Aeeernw lampwwmapaawpm n�la0 Mlek' bdwayi repletl laJWXymdlogeVMlcdlq¢e MIhryYYa Cwx,rul lVeY WJgWwlYdwaWe. iwyrerd pl]uM re2w4g bw 6404 PeM EM eN4. . lefakplq¢afaiye.tlelNaYaxrcn m]teacFq IIIWfetaWlnmMleT¢seeleleVM1110uf1y QaxW DHd9aN aCfl eugne CxpwWnl Te .LL 3]x10 I. yyelyaagme{yroWlYe M1an lrinlbb MM .RIBN Lae5aeB1,9Ne 31 R.Ne[adA3 VRY1314. ^Pe :Mb Tluca Truax Type ON Ply Riverside Homes/Bentson l JK T1W4]BH J170030 and Ret Career 1 2 Job I _ "Th" a IP Lone) MennirG Building Slpca, 8.0102016ma ,In . Po D:g3OgGu ] iMJNgIoSzHfCZY6Ga-gi9lNBGWI1bOHg0rHN% mMlxnlqWOA 402 829 13014 1850 bat INN 460 402 Subs 1:39.3 Are 3H= 2M II 3YA= a6= 11 1R 13 2 14 3 15 4 16 17 1B s 1B 20 a 21 22 a 23 N 7 25 23 a 10 aB_ 3N_ pe= 5[10 Mr20i I I A10 Mil II cftp M 462 a20 13814 leso 4b2 608 180 4&2 PMt Oflaefs DLY4 F8,EdQa.0,34$I LOADING(pap SPACING- 280 081. DEFL. In floc) Well Let PLATES GRIP T" M. Plain Gdp DOL 125 TC 0.50 Ved(LL) 0.14 8 ,M 240 1 2WIW TCOL ).0 Wainer DOL 1.25 BG OJ4 Vw(TL) -0.25 8 x883 list MT20HS 18]1143 BOLL O.D ' Rep Stress Inc, NO WB O.T/ H..T-) 0.04 8 Na We BCDL 10.0 diode FBC2011/TPI200] Manx-MSH Weight:26416 FT=20% LUMBER- BRACING, TOP CHORD 2x6 SP No.2 TOPCHORD Structural wcatl sheathing directly applied or e-S6 oc purlds, BOTCHORO 2116 SP No.2 except war vemwd. WEBS 2x4 SP No.2 BOTOHORD Rigid calling Mleclly applied or 6 S6 oc wasting. REACTIONS. (ih/size) 10=4]4540wheniwl,6>1]69RAeoldweel Mex H. 10-128(10 19) Max Uplift 10-20078 C 4),6=-2030(LC 5) Max Gmv 10=509C(LO 25),6=5136(LC 25) FORCES (b)-Max.Good, Ten.-AII forces 2%Bill or lets except Wren shown. TOP CHORD 1-10=46n/176.1-2=843]2503,2-3=830113231,34=8301/3231,45—N 495, i6=-0601/1]59 BOTCHORD 8.9=-2528/6459,]-8=-2553x8424 WEBS I9 2901"335,2-9=-2855883,2-8=8912185,3-5=-1404258.4 8=-8982226, 4]=-z88 W888.5]=2891 n350 NOTES 1)2-plytmss to be..led logelherwilh lOd(0.131-x -)nails as follows: Top Monte manuals as fellows:2x4-1 row at I-0 m,2x6-2 rows staggered at 1-00 us. Bol chords connecbd as follows:2x6 2 rows slaggemd at 1-OO Oc. Webs connected as follows:2x4-1 row al 1-0-0 oc. 2)Ail beds era consMered wr elly applied to all plea,except it noted As Iron)(F)or beck(B)face In the LOAD CASE(S)wdion.Ply to ply wonerwons have been provided b Cisnhule rally beds nes as(F)or(B),unless olhawame Indicated. 3)W Ila:ASCE 7-10;VUt=I3Unph(3-second gust)Vasil=101 mph;TGDIsl.2psi;BCDL=3.Opsi;R25f1:B-15f;L-24f1;save=4R,Cat. II;Ess C;End,GCp�.18;MW FRS(directional);wnNever left and right exposed;end vertical lon and right assumed;Lumber OOL=1.60 plate grip DOL-1.60 4)Protide ad,..Ie drainage b proven wale,cording. 5)At plates are M@0 plates unless othemers indicated. e)This bass hes been designed fora I on pat dottom chord Ilve load nwconcurrenl with any other INe loads. 7)-Tbls lass has been designed fora live load of 20 Opst on the honour chord In all areas where a rectangle 39-0 tell by 200 wide will fit between Bre honour chord and any ogre,members. 8)Refer to glyderls)her truss b muss corawllons. 9)Provide mechanical connection(by oOms)of truss to bearing plate capable of withstanding 100 I6 uphill at Iolnt(s)except 01=I1h) 102007,6-20M 10)Load coastal 1,2,3.4,5.6.7.8.9,10.11,12,1 3,14,15,16.17.18.19,20,21,22.23,24,25,26,2],28 hsMlow,been modified Building designer must review loads to verify that they are carted for the Intended use of this las, boas, s.I.. Mtl..11 f 1--lnRn7E~n u—u.,Yu MIIEN REFER<MLE IIOEW)IJJnv 164YMISaEI9REU3E �da1 Nyp sol rye uNYw11a MIIOMownadai.IrAS IX+Gan 6lxestl ueY uf++a ryomle¢.Mvm.aM hb�mir]IWLUM trHdlrgcompaml,rot IIW idem Belle tas.Ine GiJgdeaprer mel vMIY ae gxwc�alNad sY,xi Wrmnlai W V WeIIY lacaf>7-aR Id5 Ve' Inlo a'awAc! b°ulaa decor, a.>cale egc�Nedhb aaoadwclare dlaaMaa lalawanawaenaamemhelsamv Aoellorra wmwayadpalmawmlxalp .M g hRwary re Q.ael4MaktllYaMbpevealcdlgee xlmlwrffiIerolsxW fwry adgq�alydanroe.(w 9Taad pMrca le9ada111w aWIPeM EW�4 assay yapapa,wWery.xecmcn ad dachp ollluusm]awayLemi m&WII/MIOWIYGIIMb.P96E>aM MalWgnptwwolwnl Terrys.fL 3M1a Y/nmpXm mvltdeM1an llrm FMIe MMNe.R1a N.tee mheel.aIle 3l R.NewrWM VARR311. Jdti Trues Truss Typo - Oty PIV Rivarsitle Homeal BancMn/JK TIO]4]&4 JIM= Not Flat Grids, p _ . < Jobh ( 0 ManninBuilding Suplies, Jemomlle,FL BD2020l6S lndtr , nc. T IDt)3OgGu ] iMJNgfoSzHDGLTeGliuOIKBBW11dOHgKMSOHMTmGmUgnOn NOTES 11)Hangens)or Other connection tlevlca(s)shall be provMed suniclent to support concentrated load(s)and lb doom antl 16416 up at 0 9.0,38011,doom and 16411,up et 178-0,and 5841,down and 2431,up at 23-0,and 5641,down Son24311,up at 16-2-0 on top"'02antl 3M ID down and 28511,up at 15-12,3]21,tlown and 285 Ib up at 3-&12,3]21,down and 28511,up at 5-3-12,3]211,down and 2851, 3wn Up at ] 12,3]210 doeltl 285 b up at 9-3-12,3]210 down and M5 I,up al 11512, 3721,downand28511cupat 13312,antl3721c aSnend28511,up at 15-3-12,antl3641bdownand2821,uP at 17312onbcftomchohi. Thed.1,oselectlonM satin connection device(e)is the responsibility M others. LOAD CASE(S) Standard 1)Dead+Roof Lice(balanoedl:Lumber Increassi.25,Plate Irwreeae=t25 UNiorm Loads(pit) Vali:1-13=-114,13-16--301,516-114,G10=-20 Concentrated Loads(IDI Verb 8=370(1111=33912-45917-45918=-30919-370(F)20=-370(F)21=370(1122=370(F)23-- 7O )24-370(1)26=-370(F)20.-359(1) 2)Dead+0 75 Four Live(alewetll:Lumber Increeaw1.25,Plate Increase=1.25 Unllonn Loads(pig Verb 113=104,13-16=-2611,5-16=104,e-10=20 Concentrated LOWS go) Ven:B=-318(F111=-28]12=3971]=39]18=-26719=318(F)20=318(1)21-318(F1 22-310(F)23=-318(F)24-318(F)25-318(1)28=308(F) 3)Dead+UNnhabitable ABIc Wlticut Storage:Lumber Imamsse=1.25,Plate lactase=1.25 Undrugh Loads(pll) Vet:1-13-74,13.16--210.5 16=-74,6-10.-40 Concentrated LOWS(Ib) Ven:8=245(F)11-22512=3351]-33518-22519-245(F)20=-245(F)21=245(F)22=-245(F)23=245(F)24-245(F)25-245(F)26=-243(FI 4)Dead+0.6 MFRS Wind(Pas.Internal)Left:Lumber Increase=160,Plate Increase=160 Unllortn LOWS(pig Van:113=-45,1515 4,15,16 3,516-36,6.10-6 Ho¢1-10=21,56=25 CorceMrated Loads 01,) Ved:8--2]1(F)11=1641224317=24318=16419=271(F)20.271(1)21=271(F)22=2]1(F)M=271(F)241]1(F)25--2]1(F)2-6_269(1) 5)Dead+0.6 MFRS Wird(Pos.Internet)Right.Lumber Increase--1.60,Plate Increase=1.60 Unilmm LOWS(pit) Ven:1-13-'16,13-143,14-164.518=-15,6-10=6 Hou:1-10-25,56-21 Concentrated Loads(10) Ven:8471(F)II=18412=2431744318=18419=271(F)20=2]1(F)21=271(F)22=2]1IF)2 -271(F)24271(F)25=271(F)26=269(1) 6)DOW+0 6 MW FRS Wind(Neg.Imemen Left:Lumber Increase=1.60,Plate Increase=11,0 UNiorm Loads(pti) Ven:1-13-75,1316=25$516=45,842-20 Horz 1-10=3.5-6=10 Concantretetl Loads(11,) Verb 0=285(F)1 t-29212=-4331]=-03310-29219285(F)20285(F)21=205(F)22=2W(F)23=285(F)24- 85(F)25285(F)26=2W(F) 7)Dead+0.6 MFRS Wind(Neg.Inteman Rigid:Lumber Irwreeee=l.fi0,Plate Dwrease=-im Untioml Loads(PIR Ven:t-13-75,1516-100,5-16-75,6-1R-20 Rorz t-10=-10,5a-36 Concentrated Loads gb) Van:8485(1)11-17312=-25717-25710-17319285(1120=285(F)21185(F)2 --285(1)23=285(F)242850 25485(1)26282(1) 0)Dead+0.6 MFRS Wind(Poe.Internal)19 Parallel Lumber Increase=l6.Plate Increase-160 Uniform Loads(plg Ven:1-13-27,1&16=4.5-16-27,610=6 Rom 1-1 o-32,5{32 G nftalBd Loads gb) Van:8=271 IF)I1=111 12=16517=16518=111 19=271(F)20.271(F)21=271(F)22=271 IF)2 271(F)24=271(F) 25=271IF)26=269(F) 9)Dea0+0.6 MFRS Wind(Pos.Internal)2M Pesti&:Limber Imassa e=l.6o,Plate Increase=1.60 Unnonm Loads(pit) Vela-13-42,1519$516=42 6-10-6 Hort 1-1 R-32,5822 Concent hated Luatle(Ib) Verb 8471 IF)114512=1111]=11118=7519=271(F)W0 71(F)21=2]1(F)22471(F)23¢]1(F)24-2l(F)25=2]t(F) 26-M(F) 10)Dead+0.6 MFRS Wind(Neg.Internal)let Parallel:Lumber Increase=1.60,Plate Increase=1.60 boom LOWS(ph) Vert:1-13,75.13-16-243,516=45,510=-20 Horz 1-10-1],55=17 Concentrated Loads(0) Ven:e-285(F)11=277 12=411 1]=-411 18=-M 19=285(F)20=285(F)21=285(F)22=28 (F)23=285(F)24205(F) 25=285(F)26=282(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=l W,Plate Increase=LW Un1(mm Loads(pig Van:1-13-75,1&18=-243,516=-75.6-10=--20 Hoe 1-10-17,5-6=17 Concentrated Loads(Ib) Ven:8=285(F)11=-2P 12-411 17-411 18=-2A 19=285(F)20=285(F)21=265(F)22=285(F)23=285(F)24=285(F) 25=285(F)26=-282(F) 12)Deed Wm0er Increase-0.90.Pate Increase-0.90 Pit.meet-0.90 Unitorm Logia(pit) Ven:1-13-]4,1346=-160,516=74,S10-W �WRNNN4 VxYy4WFnpnmtlx[MPE40 XOIEa ON 1WaYIOWCLYYEO M(IENaEFEBINCE VR 6EMF0]nv.I6RYAIaeS,,Oa Yes rt p-SU vz oaY WT mil, vnredai Na ,P,aYme[I aJy urrv,IAurelers Lwwrt a.a IdolmaulN@MIvknYy cdn{xxienL lul .pp� m .1.gWU,sa,d~Miml-aI'll, On Iy , M..Iosrcr or .M .and/Ylenpedmem�nwey. PVIdIbWlemMoIYOM VWm�'niaa49 e7: ' a aww+raa4ad ler xaam w to wavam oa14.a won oYNae vaan W 4 Hry and wopam smuts. Io.eanala vaao+oe le9adM II W kaNCYlkn ilwgR.tlellvelY.ae[:M WJ bexlMot 111u9raMMal..IIwa4n5l/I 1I 1211e p]ap9 vgIC31 aIMYGIIPorMA ew F.1,FMeIA. aWly VYgmyM aWdle M1cm IIus FMe MIN,.41e N.lee SReel.A/na]11,PleeaMlb VPR131 G. Tenq.FL A51 JDb Tmss T.Type Gty Ply RNerside Homes/Bedclmn l JK T10>4]BH Jf]C930 N01 FIet GINx 1 2 Job HOW...(o bnleell MelxAnA BWIdnA Suppl'res, Jessomnlle,FL 9610s HbCz616MITeklnB Industries, Mar 2813.4MimUfl PaAe3 ID:g3_OgGue]BIMJNg1oSZHOGZY6GagiuAl KCB B W I1 bOHq q®BOrHNMmSOImUgevt W 0]0 LOMCJMOl Standard Concanuated Loam Qb) Vert 8=-159(F)11-14212=-2111]=211 18=44219=-159(F)20-159(F)21=-159(F)22-159(F)23=-159(F)24=-159(F)25-15911`)26-157(F) 13)DOM+0.75 Roof Uva(M.)+0.]5(0.8 MFRS Wind(Nen.Int)Left):Lumber Increase=1.60,Plate Increase=l.fi0 Uniform Loads(p11) Vert 1-13=-105,1318=-335,516=105,610=-20 How:1-1R27,5E=8 Concenketed meds(lb) Ven:82o0(F)11=38012=5841]-56418=-38019=200(F)2020o(F)21=200(1`)22=200(F)23=200(1`)2a200(F125=200(F)26=196(F) 14)DOM+0.75 Fact Uva(M.)+0.]5(08 MFRS Wind(Net,lint)Rght):Lumber Increase=1.60 Pale bwresse=1.60 Unit..Loads(pd) Ven:1-13=-W5,131P-281,5-18=105,&10=-20 Hoe 1-10=8,SE=-27 Concentrated Loads(lb) Vert:8=200(F)11-291 12=-0321]=-43218=291 19=200(F)20=200(1`121=200(F)22=200(F)23=20011`)24=20o(F)25100(1`)26=196(F) 15)Dead+(175 Roof UVe(ball+O. MOS MFRS Wind(NW.alt)15t Palatal):Lumber Increase=l.W,Plate Incraesa=l.e0 Unlfolm Wens(pit) Van:143=-105,1316=328,5-18-105,6-10=-20 How:1-10=-13,56-13 Concenloted Loans Ab) Vert:8200(F)11-38812=-5471]=E471a=36819200(F)M-2 (F)21=M(F)22=200(F)23=M(F)24=2 (F)25=200(F)26--198(F) 16)Dead+0.75 Roof Uva(bell+0.]5(0.6 MFRS Wind(Nag.Int)2nd Parallel):Lumber Increase=160,Plate Increase=l6o Uniform Loads(gI) Vert:1-13-105,13-16=-328,546=-105,6-10-20 How 1-10-13,5E=13 Gawentra ftd Loads(lb) Ven:8=200(F)11-36812-54717=-54718=36819200(F)20=200(1`)21200(1`)22=200(F)23=200(F)24- 0 (F)2520D(F)20=198(F) 17)Reversal:DOM+08 MFRS Wind(Pos.mtemMt Left:Lumber Kwrease=t 60,Mae Increase=-160 Uniform Loa65(pit) Ved:1-13-15,1315=94,151633,516=3Q 6-10.E Hoe 1-1021,5825 ConcentreMd LoaB(lb) Vert:8-299(F)11=16412-243 t]=24318=18419=-299(F)2 -299(1`121-299(F)22=-299(F)23 289(1`)24=-299(F)25-299(F)2 -296(1`) 18)Reversal:Dead+0..6 MW FRS Wind(Pus.Inhered)RIgM:Lumber Increase=l.fi0,Plate Increase=1.80 Uniform Loads(p8) Von:1-13=36,13 14.63,14 5-16=-15,fi-10=E How,1-10-25,58-21 Concentrated Loads(lb) Ven:8=-299(F)I1=184122431724318=18419=-299(F)2R 299(F)21=298(F)22-299(F)23=-299(F)24=-299(1`)25=-299(F)26=-298(F) 19)Raoa oM:DOM+0.6 MFRS Wind(Neg.Internal)LUM:Lumber Increase=1.60 Plate Increase=1.60 Uniform Loads(piq Ven:1-11-]5,13-18-252,&16--75,6-10=-20 ROM 1-10=36.5E=10 Concentrated Loads Ab) Van:8-285(F)11=29212=-0331]=43318=-29219=285(1`)20-285(1`)21=.285(F)V=-285(F)23=-285(1`)24=-285(F)25-2%(F)26-262(F) 20)Reversed:Dead+0.6 MFRS Wind(Nag.Mt.")Rinhb Lumbar Increase=1.60,Plate Ilcress�t.W Undolln Loans(pip Ven:1-13-75,1318-183,516-n,6-10-20 How:1-10-10,&6--a'6 Concentrated Loads(lb) Ven:8-285(F)11=-1]312-25717=-25718-1]319=-205(1`)20=-285(F)21=-285(F)22-285(F)23-285(F)24=-285(F) 25=-285(F)2S=-282(F) 21)Reverent:Dead+0.6 MFRS Wind(Poe.Internet lad ParMIM:LumberIncrease--lm,Mate Increase=l.fi0 Unit.Loads(pit) Vert:1-13-_-27,13.16 0,5-16-2],6-10=6 HOr,1-10-32,5-6=32 Cor¢entratad Loads(lb) Ven:B-299(1`)11=11112=1851]=16518=111 19-2991F)20-299(F)21-29)(F)22-280(F)23=-299(F)24-299(F) 25-299(F)2 296(1`) 22)Reversal:Dead+O.e MFRS Wind(Pas.Interned)2nd Parallel:Lumbar Increase=1.60,PIMe Increaes1.60 UMfor Loads(pint Ven:1-1342,13-16-3,5-18=42,6 1 RE How:t-10=32,51=32 Concentrated Loons(Ib) Ven:8=-299(F)11=7512=111 17=111 18=7519=-299(F)20-299(F)21=289(F)22-299(1`)23-299(1`124-299(1`) 25=-299(F)26=298(F) 23)Reversal:DOM.0.6 MFRS Wind(Nag.Interoat lot Parallel Lumbar Inaeaze=160.Plate Increase=1.6) Unlforl Logics(plf) Vena-13-]5,1316=-243,5 18=-75,6-1R-20 Hoe 1-1D=17,5E=17 Goncantrated Loads(lb) Ven:8=-285(F)11=-27712=-411 17=411 18=-raiz 19=285(1`)20-285(F)21-285(F)22-285(F)23-285(F)24-285(F) 25-285(F)28=-282(1`) 24)Reversal:Dead+0.6 MFRS Wind(Nag.Interna)2nd Parotid:Lumber Increase=1.60,Plate Increase--1.60 Y WdFNWe-Vvlry tlWpnpu+mtivaYrO FERO or.do .,.ad MUEN aEFEa .VdeEM>]IAm.IROJ%er59EEONEUSE. L1e9pn VtlI01w ua.1,MN..Pk N..—.o.Rb VeinhlraM rnily urs fttiw^Nersnrvn i.aN kfam Ml'vMArIlddlg comlb�renl.ml M aefweww llc ellkxeq tle93rm,mmveilry IM UUt.,t]IIVOIS4µgxxmrelarsaM NOVeiIY Iwa�alo htetl�-pnlnfo IM ovaeel .dod 9n. 9a:xgllgNaletl if le ryavw614eNtgdllyfhUwlmdiweLltvl/wclnmmalM�wswYV A,NIFr�l ee^w^aYub@'mw✓im Lv¢ap{ Mfzvad tr . o "—,—Aa, uywM bWM{ollns¢[md md�rnlenR."eeANN/mll Olwllhe J T. tiwa TYpe Ory Ply Riverade Homes I Urkbon/JK T107470M IJ17MM K01 Flet OiNer 1 E3 Manna,duaeag dt piles, Jaiden,lle.FL e.mOs eDr eo�eule mlleelm-----,Im. lur ma 2B1e.. :,18017 Pais 4 10:93_OgGw7SMJN9ft SZHbCZV6Ga-9iw1011Cef 4Il MHgKaSlXaHN%TmB3lsnUge WOn LOAD CASE(S) Slantlartl Unllorm Loads(plo Vert:1-13=75,13-16-243,516=-95,6-1 P_.20 Ho¢1-161],5E-l7 Cowentratsd Loads(Ib) Ven:6=-285(F)11=2P 12=41117=41116=2T 18=285(F)2 2851F)21=-285(F)22=-2M(F)23=-285(F)24=285(F)25=285(F)26202(F) 25)RaWmW:Lead+0.75 Rod Live(bel.)+0.]5(0.6 MFRS Wind(Neg.Ind)Left):lumber Increase-1,W,Plate Increase=1.80 Unit.leads(PIR Vert:1-13=-105,13-16=335,5-16-105,&1620 Hort 1-1827,5E-S Concenhaled Loads Ob) Vert:6372(F)11=36012=-56417=561 ll= 19=3M(F)26372(F)21=372(F)22=372(F)23=372(F)24=-372(F)25-3M(F)26-364(F) 26)Reve15L:Dead+0.76 Pool Live(bel.)+0.]5(0.6 MFRS Wind(Nag.Int)RigM):Lumber Increase=1.80,Rate Mcreaae=1.80 Unit.Loads(Dd) Vat 1-13=-105,1316=-281,5-16=-105,6-10=-20 Hoe 1-168.53=37 C antratea Loads(Ib) Vat:8--3M(F)11=291 12=-03219=43210=-291 19=3M(F)20=3M(F)21�72(1`)2 =-M F)23=312(F)2b372(F)25=3n(F)26=364(F) 27)Rewrsd:Dead+0,75 Root Live(bai+0 75(0.8 MFRS Wind(Neg.Ini 1st Parallel):1-umber Increase=150,Plate Increaaa=1.fi0 Undone Loeda(pit) Vert 1 13=105,1&16326,5-16=105,8-10=-20 Horz:1-1613,5 13 Cowentmted(wade(lb) Ven:8=3R(F)11=-36812=5179=54718=36819-3SnF)29=3Y2(F)21=Jnfl22=372(F)23-3n F)24=372(F)25-J3 (F)28=364(F) 28)Pa..&Dead+0,75 Rod live(bal)+0.75(06 MW FRS Wind(Ned.Int)2nd Patella):Lauber Increese-1.60,Plate Increase=1.60 Unit..Lo (pd) Vea:1-13=105,1316=328,5-16105,6-10=20 Horza-10=13,"=13 Cawerltrated Loads(Ib) Ven:6=-3M(F)11--'b612=-54717=-54718=38619=3M(F)M-3n F)21=372(F)22=M(F)23=372(F)20.J72(F)25=372(F)2f< (F) Q WIIpNa.WIIy EfNpnpa,mrx�ma READ NOTEe CR nllEiNU MCLWEn Y11ENREfERPNCE-66-71---1-11 aEFORE UEE. �uW]ICYure qYy Hln MleXammmM.t Rh r#9pnabeul dYY u{xrn ryNanelasaww,agdlolm MIM K11uWYy ccn{wlenl.rwl Meryikm.�laa ue Mnda3gdeYTermal w.nH lee q;MkaMINo1�Me{Fl wvcrr,elenaW wewnlYtK.awrow RB tlntlpn r,lo leeovertll deWa--- YLn4a 9¢MIIMCOIetlhle wevml WCYbq e1MANIM IvawMaW/achfemerr9elaadV-YtkNlWul leml>ry-o1'WJM maanlh¢N Mire k.. ddwoya regi--lor.mNpNmawwevenlmlgeewtmooablerelnrra Msv ale wa>alhda.me. wr eerrela eulrmereemane me aeon>ena[e.l eea kpkalbn Larye.e&Nay.axA'naMdac4go111We[aur lrlmsMem SaY,XY/MIOWPM C1XwIe.011d9 VAaCL4MYg COIryNMa iertee.Ft 33610 yEeMypmglpr mrclttlerypnlw Fble Monne.410 N.lee Sheet Slb311 Neagh VAY131 a. _,. _. - IJ b Tons Turks Type Day Ply Rwersftle Homes/Sanction/JK T10>QBI6 Almost KOIA Flat SNilr t 2 i.bparsander . arel Memil9 B011tlilp Supplies, Jeluemnlle,FL N91 a ZYW 20 lSU lleallalawNB. . iu hmm. ,. Ooi7 07. Ige i D:g3_O9GhaTN134344SLIhCZYeGe-BusJDULFiI.bwNBA8.5-0 WnmsxVa5vARDNALZWOTe 4621 TH 13914 1S 2 462 486 666 40-2 stW=1933 are 0= 1 11 12 18 2 A 3 is 4 16 I] 10 6 10 an a 21 22 se if 24 25 26 ]em= 2l de 6 to m6= a[m= 5[1.wms 11 .10 1,1I2Ws II St. 482 9,20 13614 1669 4.621 s69 468 642 Plate 011 CCYF I6 Etl0e abl l7'03A 03-0119U34l0301 LOAD' SPACING- 24]-0 CSI. DEFL. In 0.) Vtlefl Lb PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 050 Ved(LL) 0.15 7-8 x999 240 MIT-20 244190 )CDL 7.D Wonder DOL 1.25 BC 0]9 Vei -0.28 89 x813 160 Mfii 187/143 BCLL D.D ' Rep SXese ink, NO we 0.80 Horz(TL) 006 6 We am BC Di 10.0 Cade FBG2014RPI2007 Matllx-MSH Weight:2641b VT=20% LUMBER- BRACING TOP CHORD 2116 SP No.2 TOP CHORD Structural aided sheeting dli applied or 344 oo pu81m, BUT CHORD 2m SP No.2 iii and vedlcrls. WEBS 2a4 SP No.2 BOTCHORD Rigid calling directly applied or 6-2-1;c b9dng. REACTIONS. (Idrsizr) t0A889hTAecM1aNcrl,S,wee Mechmlcal Max Horz 10=128(LC 5) Max Uplift 10.21"(LC 4),6=-2144(LC 5) Max Gray, 103258(LC 25),8391(1025) FDRCES. (M)-Max Comp.RAex.Ten.-All forces 250(lb)or less except rather,Sman. TOPCHORD 1-10=481Pit 87],1-2-66542G8],2�4710/3563,3L--8)1 Cii 45=663]/2666, 59=.48z418T/ BOTCHORD 49-9128875,74 -2744/6652 WEBS 1-9-3116/159024--29]Y9]6,24E-10662411,3A=1398352,4E=-1(642439, 47=29939]6,87=-31150618 NOTES 1)2-Plytlum to be conneclad together with led(0.131-X')nails as idiom: Top cM1e u ds commas follows:2x4-1 row alt-0-0gc,red -2 roma staggered at t-QO oc. Bottom chores com fo lde az follows:2x6-2 rows ategpere0 at 1-o-9 op Wake edam cotl ra red!annually applied rowan 40 oc. 2j Ail loatls are ne ha tat n pray tangtoID all plies.except i1 noted as,front M(F)or back Oth arca inthendi LOAD CASE(S)reaction.Ply 10 ply Were:AS E 7-M1Lve been0mph rd to dison dg onlydi a rhoted C(F)4.(B),unless o3.odrisr indiratetl. 3)1;EABLE 7-1Q Vu1618;M(RS Sh(3-second ghM)Vazd=101mpft:)CDL=t mraD B ;and! OpsC left a 8=45X;L24X;;Lumbar Cat. II; l 0: plat gap MFRS(tlhedlereQ;crntllever left and Dghl ehglmetl;rntl y,;Nlcal fell and dgM11 egwaeq Lumber Drovide 0plates,d DOL=1 p 60 4)NI Alae Ltlm W2Orontes,to prevent wale,pdicate. 5)All plates are dean pates unless 10.0 at Indicated. 6)The buss hes been neaignee Ida 10.0 psPoa t 20 01 lived bo al concur, al wirM1 s older Ily,e bees. 7J'TMs trussltbeen ttom chor lora live amloadof ssumba1 on Xce bottom dwrein ell areas wXerearedangle 360tell by2-00 sake Wil fit to guar, r,f r mass afore dna am other membeu. 8)Rearms,glrachimi for blas to bass other)att 9)ProMtle ,6=21 ical connection(Dy others)oa Was to bearing plate caped;of raiXalantling 10019 uplift at Jamie)euepo UL-Ib) 1 Lead21 C,6=2144. 10)LoeO;eeels)1,2,3,4,5,6,7,8,9,10.11.12,13,may 15, they 17.18.correct 21, in2.23,24, 5.use 26, is 26 M1evfiave been motllfle0.Blaltling designer must reNew Idella to verity that tXeyare cdrtect for the InI;IMetl use of tole may. FerWO-VMh flFAs same am imas Ave ACLOOE;Mf1ExrEFEa1MCEVI6EWAAreu.nual¢FOREUSE �r �Wtllq ueaey Mtn M'Iekbcduavclrni.IN[tla51yn0�tlonIY N*'»•We'neias maim.o✓l klw mYalYkAue dNMr3 mnWml.rot ` Amadde Pelwaun.Xw lwYtlhp hhw mhnl�Mrylhe¢Ixk211Neltlaiy�taE�nelmaMNtt+�1Y oleap'sn"onlp tt¢ove�e IJa9OarUn BG'lMY[2cOledkbnheten11a1C11MO1Y�@.NiaA mowed UF1/MCMhtlmembw[aaY PIXIIbIM tmlYud FehmOhMltr¢MI MiTek k?xVyErapwea MLlmxhaha lO pRvenicd�wMhp>aLie lRhWielahlAyaW pcFalYrblWe.Fa�hhatl gM1SiiCelOpahrlp lie 9W Peika Eaxi rN4. IdadalWLrlgq a.GeWery.aeclFnab[xWg olhnaviaM Ineayalemc reaWll/I%1 YgIIh(]1wM,Ol8'a2dhM Btll MINW eONVeNrh1 ,L lEho edgily lnlwmoXMrnMYIS Yan Inffi Kele lhulMh1e.21eN I.ee 51ree1.9I1e 312.Ne[WhVP22]II. ianpe Ab TQM Toss Type are, Ply Rweneds Homes/BenichcmlA T1D]Q846 IJ17WW MIA Raz Ginter t 2 Job Pel 8 Muminp BO.Idilg supplies, Jskaormlle,FL B.m SzHbCz8Ga8uJbdLn LCwNB im. rATUOMezmsrV48.492D1] Ve0e2 ID:g3_OgGuc]BiMJNgIoSZHOCZY6Ge0u5JbtlLExWwNBAGq%r]hgNznlsxVeSVARDNAtTNO]e NOTE& 1 t)Footfalls)or.mar cormechon dWw(s)shall W provlded eu6icient to support concentrated load(s)3801b doom and 164 to up N 0-9Q 38016 doom ant 164lb up at 178-0,and 564Ib down and 243 lb up at 2-3-0,and 56416 down and 2431E up at 16 2-0 on top c1wN,and 38416 down and 26216 up at 1-14,Out Ib down and 283 lb up at 31 d,3641E down and 28316 up at 51-4,38416 down and 2831E up at 7-1-4.3640 down and 283 lb up at 6-28,36416 down and 28316 up W 10-28,36416 downarm Mibupat 11-312,364Ibdownand283lbupat 13-312.and384lbdownand283tiupat 153-12,and3641bdownand282lbupat 17312ombogom chord The deslgn/selection of sum connection device(s)b the responslbili l of.thers. 12)Special hangers)or other creation deVoe(s)shell W provided at 9.2-8 from the left and su8igent to connect trues(es)to back face of bottom chord The mogn/selectbn of such special connection devices)Is the responsibility of others. LORD CASE(S) Standard 1)Dead+Root Uva(6elanced):Lumber Increase=1.25,Prete Increase=1.25 Untfmm Leads left Van:1-13=-114,13-16-- 01,5-16=114,610=-20 Cmcenlrated Loads(Ib) Ved:11-Wf)12=4591]-45918=30919-359(B)20=856(B)21=358(13)22--358(8)23-358(8)24-358(B)25=-358(8)26=8W(B)27=358(6)28-359(8) 2)Dead+0.75 Rcof Uva(balanced):Lumber Increase=-1.25,Plate Incress a=1.25 Uniform Loads(Pill Ved:1-13-104,1346=-266,5-16=-104,610=.20 Concentrated!Loads pro) Ven,11=26712=-39717=39]18-26719=308(0)20-309(8)21-308(0)22-3W(B)23_--3W(B)24-308(8)25- C (8)26-3W(B)27-308(3)28-308(13) 3)Dead+Unumadstatge Auto Without Storage:Lumber Incteese=1.25,Plate Increesa=1.25 Uniform Loads(pit) Vert:113=-]4,1316-210,5-16=94.6-10= 0 concenimnd Loads(Ib) Vert:11-22512=3351]-33518=-22519=243(B)20=242(13)21=-242(B)22-242(8)23=242(B)24-242(B)25-242(8)26-242(B)27=-242(B)28-243(8) 4)Dead+0.6 MFRS Wind(Pos.Interne)Left Lumber Increase—l80,Plate Increase=l BO Uniform Leeds(el) VeR 113=-15.1315-84,15-16=63,516=36.610=8 H.1-10=21,5 25 cacerarded Loads(Ib) Vert:11=16412=2431)=24318=16419=289(8120--288(8)21=2W(B)22=2WtB)23=269(B)24=289(8)25-MM)26� (B)27=268(B)28=269(6) 5)Dead+0.6 MFRS Wind(P.O.Intimal)RIgM:Lumbar Increase=l 60,PIN.Increase=1.80 Uniform Leads(ho Van 1-13-36,13-14-63,1416=64,516=-15,6.1�8 Hem.1-10-25,"-21 Concentrated Loads put Ved:11=18412=2491]44310=18419=269(B12o-289(B)21=269(B)22=269(B)23=269(B)24=269(B)25 M9(8)28=269(8)27=208(0)26=269(8) 6)Dead+0.6 MFRS Wind(Nag.Inlemap Left:Lumber Incnesee=l OV Plate Increase=1.80 Uniform Loads(pit) Van:1-13-]5,13-16-252,516=-75,6 1 0-20 Hoa:1-1 0-3656=10 Concentrated Loads(ID) Von:11-2 l2 4331]=43318-28219482(B)MD W(B)214M(B)22=283(B)23=283(B)24-2W(B)254M(B)26=283(B)2]=283(B)28=282(B) 7)Dead+0.6 MW FRS Wind(Nag.Internal)RIg18:Lumber Mlcrease=l.W,Plate hcreava=l.W Uniform Loads(ho Ven,1-13-75,1316=-180,516,-75,6 10=-20 Hem 1-10-10.5-6=86 Concentrated Loads P6) Vert 11-lMl2-25717=-2918-1]319182(B)20--283(B)21=283(B)22=283(B)23=283(B)24283(B)25=283(B)26=283(8)2]=2t13(B)28=282(B) 8)Dead+0.6 MFRS Wind(Poe.Internal)19 Per aps:Lumber Increase=l.W.Plate Increase-l.60 Uniform Lolls(pup Ved:1-13-27,1318=40,5-16=27,610=8 H.1-10=-32,5-8=32 Donets. ed Loads(lb) Ven,11=111 12=18517=10818=111 19=269(8)20-26)(B)21=269(B)22=269(8)23=269(8)24=289(8)25=268(13) 20=269(B)27-M(B)28269(8) 9)Dead+0.6 MFRS Wind(Poe.Internal)2nd Pen0e1:Lumber Increase=1 Bo,Plate Incteass=160 Uniform Leatls(pit) Van:1-13=-42,1316=3,516=42,6-10-6 Hem 1-10=-32,5612 Concentrated Leads(to) Vat 11=)512=111 17=111 18=75 IMOD(B)20269(8)21=269(8)22269(8)2MSO(B)24269(8)25169(8) 26=269(B)27268(8)28=269(8) 10)Dead+0.6 MFRS Wind(Nag.IMemat)1st Papuan:Lumber Increase-1.60,Plate Incnaas1.60 Link.Loads(el) Vert:1-13-75,13-16 -243,5-16-75,6-10-20 Ho21-10=17,56=17 Concentrated Loads(I6) Van:IL-27712=41117=411 16,27719=282(B)2 -283(B)21=283(B)22=283(8)23=2M(8)242W(B)251M(B) 26483(9)27-2W(B)28282(13) 11)Dead+0.6 MFRS Wind(Nag.Internal)2nd Parallel:Wormer Increase=l W.Plate louraase=l W Uniform Loads(pat) VNt:1-13-75,13-16-243,516=-75,610-20 KOM 1-10-17,58=17 Corc.nband Lade(Ib) Ven:11=-27712=411 17=411 18=-2T/19=28218)20283(B)21=263(B)22=283(B)23=283(8)24=283(8)25=283(8) 26=2W(B)27283(8)28182(8) Q WAMMais eywammpwawe wr4964PNeiEe Ce fWe.Wp NCLVeeYYIER PFFEA.aNCE PIeeIl7lP m'.fa6YAlfaFfeaEVBE Oaf OrvJtl of Yrs.)ullh NYIdID ce -..Ms nOobnkbSetlaYY ulm ruureltn Yorm.m]knmm MMMpI prpYp cmponent ml bar r..sabre ua.Mr bJNq dOb,Oo mirtl eh the y44bmnY d~Wanalers ad o,", .wxale lM IX+tlen Flo e,e—ma {} GIUp dein ®acheord" tlal.Pn.,boc.nd.1MNdM MRwM.1o,..'mar.".PWM I roma-m,as Wmamlbk6 MelOk' kdwgaretpaed brsl?1lYaMbpewnlcdlges MlM1rMsltla�dt4.vY ndryWalydan 2e. req Ww�gpi'mce re9aerp B¢ ped Padv EY BN4. ,a,,NMA 9a�a.deN9rY.c+ecMm[M lmcYg of lr.N tee unfysle II re.A-ancho 102.CMMu.aY<9 vglCSn aY6q Cmgwwnl ivrrpe,R a%10 eyvpy YYwmatlm aedYAe M1an Iran Hale MtMe.41a N.tee 9ree1.SJIe]IY.NeraMYi VRP2114. b T. Tmm Typo ON Pp/ Riverside Homes l BedoSm l JK T10]4)BIfi J170030 K01A Flet Giber 1 ?- Job Re acre o tlonel Mannrg Buldirp SUppIIPS, JBWOmIIIq FL ID:g3_OgGue]BiMJNgIOSCVECZYfiGa-BUBJ28 i&5VY24i) Pkge3do-ZIUCeNBACgXNgZz.mcVARONALZWO]e LORD CME(S) Standard 12)Dead:Lumber Increase-0.90,Plate Increasl Pit metal-0.90 Uniform Loads(pin Ven'.1-13-74,1316-16(),51674.610=-20 Colcemretad Load(Ib) Vett:11-14212=-211 17-211 18=-14219-157(B)2R-158(8)21=-1%(B)22=-156(B)23-156(B)24=15818)25-156(8)26-156(B127=1%(B)28=157(8) 13)Dead+0.75 Pool We(Mi.)+0)5(0.6 MFRS Wind(Neg.Intl Lefty.Lumbar Increase=l 60.Plate trmrease=1.60 Undem Load(pg) Ved:1-13-105,1316=335,5-18=-105,6-10-20 Ho21-102],58=8 C ecarsmted Loads(lb) Ven:11.38012=-5841)-56418--36019=198(8)20=199(8)21=19918)22=199(8123=19918)24=199(8)25=199(8)26=198(8)2]=199(8)28=198(8) 14)Dead+075 Roof Uve(il 0,75(0.6 MFRS Wind(Neg.Int)Right):Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pit) Ved:1-13=-105,1316=-281,518=105.6-10=-20 Hori i-1 O=6,56=-27 CurW.entreled Loads(IS) Vert:11=291 12=43217=43218-281 19=196(8)20=199(8)21=199(B)22=199(8)23=199(8)24=199(8)25=199(8)26=199(8)2]=199(13)28=198(8) 15)Dead+0.76 Root Uva(hal.)+0.75(0.6 Vill WYd(Neg.Int)1s1 Parallel):Lumbar Increase=1.6O Plate I.1.60 Uniform Load(pit) Vela-13-105,1318=328.5-16=105,11-10-20 Ho1L'1-10-13,56=13 Concentrated Load Ob) Vert:11=36612=-54)1b5Q 18-38819=1%(8)20=1W18)21=199(B)22=198(8)23=199(B)24=188(8)25=199(8128=199(8)2]=199(812�198(BI 16)need+0.75 Roof LWe(bal.)+0.75(0.6 MFRS Wind(Neg.Int)2nd Parallel):Lumber In6reess1.60,Plate Inomess1.60 Uniform Load(pit) Ved:1-13=-105,1316=328,5-16=105,610=-20 Horz:1-10=13,5£13 Concentrated Load lib) Ved:11=%812=-54)17=6Q 18=-36819=198(0)20=199(0)21=199(B)22=19818)23=199(8)24=198(8)25=199(8)26=199(8)27=199(B)28=198(B) 17)Reversal:Dead+08 MFRS Wind(Poe.Interns)Left:Lumber Inweeee=1.60,Plate Inou ese=1.60 Uniform Load(IMI) Vet 1-13=15,13-15=84,15-16,33,5-16=36,6-10=6 Hoe 1-1021.5625 Gmcehtrsted Loads go) Ved:11=164122431]2431�1641B=-288(8)20-295(0121=-285(0122=29518)23=-295(8)24=295(8)25=29518)28-295(6)2]=295(0)28=-296(8) 18)Reversal:need+0.6 MFRS Wird(Poe.Internal Right:Lumber Increase=l W.Plate IrrJease=1.60 Uniform Loads(pin Vert:1-11-38,13-143,1416=84,5-16 15.6-10-6 Horz:1-10-25 5 6=-21 Concenthsad Load(Ib) Van:11=16412=2431714318=16419-2%(0)20-295(B)21=-295(B)22-295(8)23-295(B)24-295(8)25=-295(B)26=-295(B)27 295(8)28-296(0) 19)Reverser:Dead+0.6 MFRS Wind(Neg.Interne)Left:Lumber Increase=160 Plate Increase=1.60 Uniform Load(pin Ven:1-13-75.1316=-252,5-16-75,6,10=-ZD Ho21-10-98,510 Conten tted Load(lb) Verb 11-29212=4331)=43318-29219=-2B2(B)20=281(9)21-281(8)22-261(B)23-281(8)24-281(8)25-281(8)26-261(8)27-281(8)28-202(B) 20)Farads:Dead+0.6 MFRS Wind(Neg.Infernal)Right:Lumber Increase=1.80,Plate Increase=1.80 Uniform Load(pit) Vesta-13-75,13-16-183,516=-]5,8-1(k-20 Hoe 1-10-10,56-36 Concentrated Load(Ib) Ven:11=-17312=-25717=-25718=1)319-262(8)20-281(B)21=-281(B)T=-281(B)23=281(B)24-281(0) 25-281(B)26-281(8)27=-281(8)28=-202(8) 21)Release:Dead+06 MW FRS Wind(Pos.Internal)1st poll Lumber Incleassl.60,Plate Increaes1.ad Uniform Load(lit) Vet:t-13=-27,13-16=40,516-27,6-10-6 ,tom 1-10-M,55=32 Concentrated Luad gb) Vat:1 1=1 11 12=16517=16518=111 19-296(B)20-295(B)21-295(B)22-295(B)23-295(8)24-295(8)25=-295(8) 26=-295(B)27=-285(B)28-2%(8) 22)Reversal:Dead+0.6 MFRS Wind(Poe.Internet 2nd Pamilel:Lumbar Increase-l60,Plate Increase=160 Uniform Load(pit) Vena-13-42,1316=3,5-1 -42,&10=6 Hoe 1-10-32,56=32 Concentrated Loads(lb) Van al=7512=111 17=111 18=7519=295(B)20-295(8)21-295(8)22=-295(B)23=295(B)24=-295(8)25=-295(B) 26-295(6)2)-295(B)28=-296(8) 23)Reversal:Dead+0.6 MFRS Wind(Neg.Inlemal)1st Parallel:Lumber Increase-16),Plate Increase=1.60 Uniform Loads(FID Van:1-13--75.13-16-243,516=45,61�-20 Horn 1-12-1 J,56=17 Concentrated Loads(rb) V. 11=27712=-411 17=411 18=-27719=-282(8)x-281(B)21=281(13)22=281(B)23-281(B)24=-201(8) 25-281(B)26-Wl(B)27=-281(8)28-282(B) Q WIaMXd�eMly Mtlen pemrn=aMPEAONOIEB aI RO6 ANa WCIWEa WIfIeEFFN4NCE IAOE.as m.IBWNI5B60/rEUSE cefYJrWplu,¢ewYY'wlln AeleM&cunrecbrs.Rkde4q�6CvetlaJY Wwr Ww^elers9gwn.mtlklwm MWAxI GWdr4crnnµrienl,fol ds,d,llem P¢rwa uw.IR^.a9bp dLLarm m,N renNIM aRMta[eh of Celqqr P-r'aerelers�mJ l*ocenv lrrcwpwaR nYS JerNnlmolM o�rcrsll ptlQg thSLJrt BacFq hA:nletlklo geeml WCWrvd o(rvM}A Luawabunl/w ctcrO memMxS WY. AMIMnI tem{xx,M'wNPemvwnl Ma le[{ k,iwalS repLeOKKsktlYlyaMbpevenl cdlry»wIm FOWMe PWmr✓M Mevadgw+eMmnwe {w sear)ptlwrce reawdrV me Poe FeM EM BMJ /.Y kglpM1 sraa9e,dMvey wxcllmrN'[xactpdrnrenmtllnmryAema MXBNM14ktlIy CJIeM,D99EieM LC51 BUMNPCOmWMn1 Terga.FL 33610 BlaYkypmeXcn arNdeM1an 1M Rab MIAe.RIe N.Lee3kear.4lb 312 Neimeh VA Y131 E. J Trim T.Type Ob PIy Rivesse Hanes/BerlcMn/JK 0]Q046 J1I pull K01A Flet Sluder 1 ` Job pni .. Meminp BWlanA Supplies, JeXsornille,0. 9.UtUe Apr292a 861 W iE.UameBim. rNeX ee 13:46'.49MDMA ruin. ID:¢i OgSw7&MINpIaSZH6CxYBGa-BUSJEULExUOwNBACpXNIpW!zmslNeSVARDNALZWO]a LOBO CME(S) Stal 24)Reversal:Bead+0.6 MFRS Wind(Nep.Intema)and Parallel:Limber Increase=1.60,Plate Increase=1.60 Unifte.Loads(pit) Van:1-13-75.1316=-243,516=-75,6-18-20 Ho¢1-10=1],58=17 Gomelnnate Loads(Ib) Vert:11=-2A 12=-411 17=411 18-2P 1S-262(B)20-281(8)21=-281(B)22=-281(B)23=-281(8)24=-281(8)25=281(B)26=-281(8)27-281(B)28=-282(B) 25)Revema:Dead+0.75 Root Llve(bel.)+0]5(0.6 MFRS Wind(NW.IM)Left): Lumber Inaease=1.80 Plate Ilereaae=l.60 Unilolm Loads(0) Vert:1-13=-105,1316=335,5-18-105,6-10=-20 Fora:i-10=27.5 -= Concentrated Loads(Ib) Vert:11=38012=-56417=-56418=-38018=364(B)20-36418121=-38418122=-364(6)23=-364(13)24- (B)25-364(8)26=364(0)2]=-364(B)28=-354(B) 26)Revelled:Dead+0.75 Root Llw pal.)+8.75(0.6 MFRS Wind(Neg.IN)RIAMI:Lumber Increase=1.60,Plate Increase=1.60 Unilolm Loads(pit) Von:1-13-106.13-16=-281,5-16-105,6-10-20 Al 1-10=3,5-6=-27 Concemrsted Loads(Ib) Van:11=291 12=43217=43218=291 19-364(B)20=384(8)21-364(8)22-364(B)23-364(B)24=364(B)25=364(8)26=364(8)27=364(8)28-364(8) 27)Reversed:Dead+0.75 Root Uva(ball+0.]5(06 MFRS Wind(Net.IN)tst Paraded:Lumber Increese=l.6Q Plate Incuseen .60 Unitolm Loads(pii) Ven:t-13=-l0,13-16=328,516-105,6-10=-20 Hort:110=-13,"-13 CorKentmled Losses Ab) Ven'.11-36912=--5s1717 54718-31181 9=364(8)W-384(B)21-364(8)V-386(B)23=364(B)24=364(B)25=364(B)28-W(B)27-3"(B)28=364(B) 281 Revenue:Dead+0.75 Roof Live(bel.)+0.]5(0.8 MFRS Wind(Net.Int)2M Pardllet:Lumber ftraase=l.SO,Plate increase=1.60 UMomi Loads(pdp Ven:1.13=-105,1346=-328,5-16 105,610=20 Horz 1-10-13,56=13 G menlmtaci Loads(lb) Ven:11=38812=5471]-54718=38819=36418120=-364(8)21-364(8)22=3641B)23-36,R8)24-364(B)25-384(B)M=-3M(B)27=364(B)28=3641B) Qsnn.,i f-- .In. -- pframYv.en4aflO NOTEa ONla6IM0 MLWFOYIIENFEFEa4XCE IIOEM]IIJ m'.lamlen5aEEOPE USE @�veXtl Iw uw only mm MIIH[9 conwdwellMstle9�N bisetlaYY m*m Ix»amelers Lwwrta✓J a loi m MNveM daelYyt cweM nnl.ml alums,essun alae�ea.IM Ix4Xflgda�re�mml vetlry 11,e�MlbtlMINo1<1e,4{rtq✓aonelarsavJ wq>aXVfrzrxW�ala ll,kvlesl(In blo ltv+ovaI wmea.wm. a�npna�medine we�m wanmonmcrim n�weo�.ua ae�am��aorvv. naam��emr>o�ary m4FTMumerenlGmN M Bk aewars�eawee ln=XEr4veaOloweVenlcahzm,y4X�I>�XNeve�a nw.v�md wa>adv<am�we. Iia 9.�w�a euaz.:e�. �ua91re sena r.ns f..r acre. IeykaiCM1 Yarpe.WIM+ry emcpenorvJ ir¢bpollnmasaa min:nlemi naVIL/1%1 QgXN cNiNXI.o56A9 crud acL WMFpcengvMnl XMy IMpnwXm wdkde M1an Inm Pole tsMule.11e N.lee Sheet.SLIe a12 NevaMb VPR>.91 J. ]supe,FL ]b10 b T. Trhu Type aty Ply Rivertide Homer/BenNwnl JK T10]4]&8 Jt]0030 L01 Hip Ginter 2 1 ob Manning Building SoRtme. JelanSwile.FL a.muenpr ev emo mhh.x nwusrm..��.. I••me,281 .6:602 •• ID:g3_OgGue]BiPage 1 talN;:;MbCZYeGa cSMryAAOaen_UOOFMCEITBBPNnEHsLP4iw(nriVOR 2-0-0 2S0 LaO ]?a 920 230 z80 2-20 z6o z00 Soh, 1234 MILED NAKED IxI= "LED NAILED 4x4= 3 11 12 4 ]m 12 aaS. 515 c E 2 � 0 1a 14 10 w- NAILED ] I. It NAILED NAILED 4sa4 g NAILED 280 that ]-20 280 ~ 2-2L 280 LOADING(Pst SPACING- 200FT. T DEFL In Doc) Met w PLATES GRIP TCLL 20.0 Rate Cup DOL 1.25 0.41 Ved(LL) -0.01 9 x999 240 NTT20 244q90 TCDL ].0 Lumbo,DOL 125G 011Ven(TL) -0.01 9 x999 180 BCLL 0.0 ' Rep Stress Ina NOB 0.06 H._(T, 0.00 ] Ne NaBCDL 10.0 Corte FBC2011PI200] antra SH Welght, 15 lb FT=20% LUMBER- BRACING- TOPGHORD 2x4 SP No.2 TOPCHORD Stmduhl wood Sheathing drw8y epplied.1B00 oopeins. BOTCHORD 2x4 SP No.2 except end venlwls. WEBS 2x4SPN02 BOT CHORD Rlgld ceiling drecty applled or 680 bracing. REACTIONS. (tram) 10=30lAYSA7=301/0-38 Max Harz to-1 WILD n Max Uplit 10=323(LC 8)•]=523(LC 8) Max Gmv 10=159(LC 36),7=45RLC 37) FORCES. (Ib)-MAIL CompAAax Ten.-All f0mm 250(lb)or mars except wirer,shown. TOP CHORD 2-3=359210.34=-30&181,4-5=-358210.2-10=-0319 3 2,5]=430/332 BOTCHORO 8-9=-214/438 WEBS 29=-195944,56=19/0315 NOTES 1)Unbala road mho If.loads have been oomidarmu Mr MIs dmlgn. 2)WM,J ASCE]-16VWb130mph(&secondgoat)Vasd=101mph;TCDU42pf;BGDL=3.Omt R25t;BA5t.L24t;e 8v fl;Oat. 11;Exp C;Ern,l,GCpi=0.18:MFRS(dmtl.na);canfilevel let aho right etmosed;end vertical let and fight eNlosed;Lumbar DOL-1.60 plate gnp DOL-1.60 3)Provide adequate courage to prevent water ponding. 4)TMs tans has been designed for a 10.0 mf porta,chord INS load lwtwonwltenl with am.Mer live 10aght. 5)'Irate truss has them designed for a INo load of 20.0ml.n the boll chord In all areas whet,a hadanot,3-6-0 tell by2-0-0wide tell fit beldam tho bot0m chord and any other members. 6)Provide mechanloal wnnection(by others)of trues to bearing plate capable of eftntanding 100 lb uplift at)oint(s)tramIA Qtdb) 10-323.7=323. 8)In M1e LOA OASE(S)s0edon,an,appliedo(Me4faw of the trum mFho'�AS ore tl�tl(F)refer or be�(B,ks ST-TOENAIL Oetall. LOAD CASES) Son Lard 1)Dead.Roof Uva(balanced);Lumber Increase=l 25,Plate Increase-1 25 Unionn Loads(p1f) Vert i-2=-54,23=54,33=54.4-5=-K 36=-54,7-10=20 Concentrated Loads(o) Ven:3-6(F)4=-e(F)9=]1(F)8=]t(F)13=8(F)14=8(F) A areeMWa YMry YwlenpvamlmmLaFA.X.IEE CN 11m4M.NCLUDFO MIFIIFEFENXCE MOEEM1]IAm.lO0.VAIFBEWMUSE De9(x�val4 ton ux wiYwIII,MIIeM^9cunrrlai.R6Oetl(lnxlmsdcNY upcnlxaameRn+M+N�.(xN klamhAWA✓1 LvfdRpcwnlrax:nL m1 oln6gTlem P¢ta`e .IMtLL4AyaeYJrel nn51 vMN1hegrylY.aWlN ofdmlanpxnnelersaW npttwhhy bcaxty�rne m6,1�,m1olM curvet a4aw mlgn. R�nemxmeaalow«rent xwexuh9.NmwMua namwebwa/rveN.am�rnba ear. onalw�w tamw»ar"acem.xwmt.,,are 1 9k' ca+ms�wAee m>_vlNamwwerenlealwermmoow,lecehx«haMw and wa.edvu>mwa.Fa eaaeau�.ke�e.mwre n� eeoa v.,x.Fm rune. xnlwllon Na da.ymerr.merwn<.ao-«rgoleh�nrr.a m�ssmle,n:mwuuvmlauN entw.me-eewd eat wmtryeemron.nl ].m..FL ax10 »xwnbxea walaxanom tris l�N mm�ne.2ta N.I�a slmet.sereatz.Naxa�olo.urinate. ... _ IJ Tr1as Tues Type ON Ply Ana aids Hames/Saminan/JK T10]4R4] �J11_ L02 Oommon 6 I Job fl i as Marring Suldblg Sam".. Jaloyarye.FL 8.010 a An zpmta Ml lex in....... lUe mean o.aa.ai or, .yr, ID:g3_OBGva1NMJN9NS2HO zy6e d a3WMVT wVKbyyWm50LZeiP MMUFDMOV gb0 2:7 P20 B2-0 2P0 370 3]0 20-0 Scale-122.8 4x4= a t assz oB�o B m 12 2 ate- a 3 1 ism 11 t 51[4 11 310 2-0 B/-0 5]-0 LOADING feel) SPACING- 2-0-0 CBI. DER. In Pro) Net W PLATES GRIP TCU_ 200 Plate GOP DOL 1.25 TC 0.50 VeMLL) -0.00 ]8 aP]9 240 MT20 244/190 TCDL ].0 Lumber DOL 1.25 BC 0.15 Verl(TL) -0.01 ]8 >909 180 BOLL 0.0 ' Sep Stress rho, YES WB 0.03 Hor,OM) -0.00 8 Na Na BCDL 10.0 Code FBG2014RPI Meftbe,NSH Weigh:481b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Smu1urd wood sheathing diracgyapplied or 60-0oc purlins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4SP No.2 BOTCHORD Ngid ceiling directly applied or 1040 oo braang. REACTIONS. (la/shed 8=3]4/0.3-8,8=3]4N38 Ma[Hoe 8=1 W(LC t0) Max Uplltt 8=-210ILC t2),8=210(LG 12) FORCES. (Ib)-May.Comp./Max.Ten.-All homes 250(lb)misses except Mien shown. TOPCHORD 28-3]1!318,46-3]1/318 NOTE£- 1)Unbalanced,mot live loads have been considered for this de&tin. 2)Wind ASCE]-10;V W=t30mph(3 smbnd gust)Vasd=101 mph;TCDL=4.2psi;WD".opst;h=25tt;B�5ft;L--24n;eava--4R Cat. Il;E,C;End.,GGP=0.18;MFRS(directional)aM C Extedot(2)-2-0-14 to 0-11-2.Ibabooth)0-11-2 to 3-7-0,Exledor(2)S]-0 to 6-7-0 mne,ce ddever lett end right exposed;end vedkel left and right exposed;C-C for members and forces A MFRS for mardons stm ar;Lumber DOL-1.80 plate grip DOL-1.60 3)This bass has been designed for a 100 psi bottom chord INe bad nonoonwrrent Mm any other live loads. 4)'This truss hes been designed for a Ilve load of 20.0psl on me bottom chord in all areas Mare a ord"le 36-0 hit by 2O8 wke Wil tit between the bottom chord and arty other members. 5)Provide medlanlcal connection(by omens)of buss to baadtlg plata Winds of Mttatanding 10016 uplift at jdngs)etxept OWid 8=210,8=210. A waervser a,,IN ae4pn p.I.m.1...n,a Auoral[e axfrsuro/IctrromrisF n[/ewlxce Plaerann.w.loasanra See,use Czlg,Wldcclvs.aaaaer;,kOsenaYY W+r ManeNRYavn�m11s IwTMM1kaM b.Y]rp cwr'W9M,rot Mtem.Balwx'===_moel vMN eta 4bkcMtyolrlevda pstmalenpq Mopalyhaal .mane! nNb llw ovacfl Wlo.dolho dol mdomvtlh 1.Maven,bJCWrtl.IMMkXW MRWeU adf—hood manta . ./M'.le,a-madpannmxa Gafp M k' ktlwaya regletlbSMMXYmtllopevenicdl�swllr(rc6LLeL uM FNYerN'MopaMd�Wa. tFrwmP a'a repalrlgM aper P..EM BAtl. ywY.albn Yarye.dNMy.xstcnm]deckgol hard, arads 31 tee/JnVIRI(iWIy MxIo.bHd9ml CN 41310<41Morwnl Tanpe.LL 3Yla yy41y1NpnWk 1 awl[tle flan 1nsrMle aelllule.RIBN.Iea SAee1.9a691 R.Nemval3 VARR319. J e T. Truss Type Ory Ply R.mde He.l Essuchon IA T10]4]848 J17MM met Hip Girder 2 1 Job Reters.(not...1 Numnp Butgaing Supplies, JBMEOIWi119.F1 3.010 CAP 202016MIleXlMuemee,lnE. Ten mum4yiA _OSId rpel 10:g]_OgGue)BiMJNA1nSZHbCZYItGe-YTBREM]EPFVEImWAOAJIT%5-giA_IE081npriV0)X 000 300 ae0 200 300 eDN 300 h00 special.- Scifis lafie 3 ].00 12 y ad a 2 R ) m= is spaced e LSM II 1544 II 00 0 LOADING(peq SPACIN(I- 2-0O C81. DEFL. in Aoc) Well W Pl UES GRIP TGLL 20.0 Plele Grip DOL 1.25 TO 0.45 Ven(LU 0.00 ] >999 2/0 MT20 244/190 TCOL 7.0 Wmbd DOL 1.25 BC 0.06 VenQU 0.00 ] >999 180 BCLL 0.0 ' Rep Stress mgr NO WB 0.09 HNns TU 0.00 6 We No BCDL 100 Code FBG2014/TPI200) MaMx-MSH Weight 32 It FT=20% LUMBER- GRACING TOPCHORD 2x4 SP III TOPCHORD SbucWral wood sheathing directly applied or 430 oc purlins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4SPNo.2 BOT CHORD Rigid ceiling directly applied or 1000w bunch, REACTIONS. Ab$ize) �199N3-0,8=19RN36 Max Hon,8=-113(LO 6) Mex Uplift B=-250(LG 8),111 8) Max G.8=3R(LC 30),6=3]2(LC 31) FORCES Ab)-Max.Comp.AAN.Ten.-All forces 250 AD)or lass except Man spawn. TOP CHORD 23=345943,3 -MIV'313,2-8=-352254,46=352254 WEBS 2-]=33)/4M 4-7-WW498,3-)=-3482)1 NOTES 1)Unbalanced roof him leads have been considered for this design. 2)Wird;ASCE 7-10;Vd1=13OMh(&second gust)Vaarl_-101 high;TODLy1.2paf;BCD L=3.Opt;8251t;8=4511;L=248;eave=th;Car. II;Ely C;End.,BONI.18;MW FRS(Cllectionsh:cantilever lett and 0gin erywed;and vedlcal left and right exposed;Lumber D01--1.60 plate grip DOL=160 3)This buss has been designed for a 10.0 lost bottom chord live lead lwncondulrent whir ally other INe dells. 4)-Their cuss hes been designed for a live lead of 20.0psf on the bottom drord In all areas Mere a rectangle 3 Otell by200 wide fell fit belneen Me bottom decd and anf.M.,hiemDem. 5)Protide mechanical confach.n Ary others)of truss to Dearing plate capade of fethstalding 100 to rpllh at Idnt(s)except 0=11b) 8-250,6=250. 6)Hari or other connection debce(s)and be proUded sufficient to suppod concentrated loed(e)609 to town and 5%It up at 2-3-0on top crdd,aid 17 Ib dow and 040 Mat 2-",and!191D tlovin and 141b up al 2-30 and 17Ib down and 94 lb Mat 26-0 on bottom chord. The de&gNsdedlon of such connection deece(s)ie the respone lfigh,of others. T)In the LOAD CASE(S)section,loads applled to the face of the truss are noted as front(F)or back(B). IOAO CASEIe) Standard 1)Deed a Pool Ove(balanced;Wmber Increase-1.25,Plate Incini 15 Unimb Leads(pit) Vent 1-2=-54,2-3-54,3 4=-54,4-5-54,6 8=20 Concentrated Leads(to) Ven:3=143(F)]=11(F) Q Votal-Vksy da ken pnsmeln[vW aEEO Lp/Ee pITMR ANp WCLWEa NREI(3EFEMMCE PIOE M)4Am.IPWll01F aEPoRE USE . Nu Iki ra me and Y Wi m INIckYC-10N.Ina Orviyrll a bCJ(IN YWwlc—t-9wwn.uM t IN m MNGUI dlQpcdnpu¢nl,m1 an rynia^-aeluC UC.I1relrJldml nues immlvMN 1M a{Gfkp I-,-c,.",.1 le ,- c"N"Nr l,N,c.iemHdmDll Dlolnawandl bJRp,unal.dold,oledelo 1c.11 YJFgaIMNklWlaria wenn I.,clwmO.'s,NY Kh1IMv]IOmI'+drWmdl>klria'a01Lt2'Ilp ek bUwapreyied lw g210YCW to weYmlcollaTm Mm pCx9xa WOCIx4IM.Y�vtl wCpxlYaoingM.rd 6w,elaa1 Spa PeM Eel Bed. ldxtahn aW[pe.kcii_."nk' Bnemlmm kc.,iauaKR)1R 1 peon,credi.Da.and eplwgn9CaMonxO Sdd,IrlmmoM n,d, Me Ochi Lis Rule T[XMa.3e H.lee STeat 9Yle JI4.PlevaxAkt VAR 115. Tenpe,FL]MIO J Tmee T.Ty" ON PB/ Riverside Hornell/Bmbhan/JK D]6]B4B 'J170(30 M02 Conxrwn 3 1 J P i lmoeu ) Manning Butldirg SupDlles, JeBaomllle,FL B.c10s Apr202 -igiTex01? 6WMTz3 us Met PLa.0:53 N1 DMBbJdrage I OM ID:OBveRGM1NvtlG'tib_SZCBVEBItoAulgigRi011jXMRT03NwsW SMOPLReDU52BCJezW O]W o No 6b.D 280 � 2-30 I 23D 2-00 a.4= Suds 1:180 a O 1R 10 0 p� 39 c a z 11 s ) ae= 0 0 1bM II 1.Bi4 11 23p 680 gyp 230 LOAgNG(q� SPACING- 21" Cm. OEFL In (Ioc) IAMX Wd PLATES GMP TCLL 20.0 Plate Grp DOL 125 TG 650 V. (U) -0.00 ] >809 240 MTN 214/180 TCDL ].0 Wm0er DOL 125 BC 0.05 Ved(TL) -0.00 ] >88B 180 BCLL 0.0 ' Rep Shares Mcr YES WB 0.02 HoaQL) 40D 6 We We SCOL 100 Code FBC2014/TPYLOU] MaMe-MSH Weight 321E FT-20% LUMBER- BRACING- TOP CHORD lix4 SP No.2 TOPCHORD Structural Wood sheaMng directly applied or 46-0 oc PUNIM, BOT CHORD 2x4 SP No.2 exrspt end"Aldds. WEBS 2x4 SP No.2 SOTCHORD Wgid ceiling Qredly applied or 10-0-0 ad binding. REACTIONS. gWslze) 8=2]6030,6- 76, 3E Mex Hort 8--115(LC 10) Max Uplift�-1]5(LC 12),6-175(LC 12) Max Grey 8=2]B(LC 21),6=270(-C 22) FORCES. )Ib)-Max.Ooftr,rJ .Ten.-All forces 250(Ib)or lass except Mien shown. TOP CHORD 2 8=-29228].46-292/2]9 MOTES 1)Unbalanced root live loads have been co sideretl for this design. 2)Winc:ASCE 7-10;Vu14-130mph(3s000nd gust)Vasd=101mph;TCDL=0.2ps[SCDt_3.OD51;h=td X;&-AAt;L=26X;eave=4if;Cat. II;Exp C;End.,GGpld1.18:MFRS(duediorlel)and"EgeDm(2)-2-0-14 to 0-it-2,Intedor(1)0-11-2 to 230,Edebor(2)2-3-0 to5-8-0 zone;moblever left arM right exposed;and ventoW left And right el mAd;C-C for members aM forces&MWFRS for reactions shown:Lumbar DOL=180 plate grip DOL=1.60 3)This Olds her been designed fora 10.0 pet bottom chard live bed nonconwnent with airy other live loads. 4)-This Vose has been designed fora live[and of 20.Opei an Ne boXan O.M in At...M.a rectangle 36-0 net by2 00 Wide Will At between the doom chard and eery other member¢. 5)Rovule mechanical oonnedlon(by ornate)of trues to hewing plate capable of Mfl'elanding IOn IO uplift at jdnf(s)except jWb) 8=1]5.6=1)5. AW4BNW¢ VMry4Manpmmtlm wW aElOMaiEe aN M6LNa WLLWFOMIFx PEFEeaNCEVJ4EMIF)O1 m.109YM159EfaaEVSE �� r Wkl Iw us wYy wlln MIIeNFcwic'clwa PaMign k Wwtl Qtly uppn r��anwlers Lwvm.d✓115 form MIMWCI WXtlF51 wnnwanl.epi rrxaxyLem 4alweus.lM lxYdvp da4yiermurvaMY lneglYCWIIYdaieSLJnpam,eleiSWgtt+wlYkwxWraln rt WYTr MO Teovrvxdl i M)Tek ly4appeYpi. BaYp YdMuleWkMgewniF cWlgdlrclNMa/3 kw Wabm]IacMtlmern[emowY- he Idaltl.W tla Pa�warenldacFg BdNa/s eeglwNlu er"nYaglo Pu. fuou n . p " Pwryatathel yOHn�. fa pelcrlguNcelegadrp Pre pO Peike Eaer BNtl {Yxtply[Ipgre.rNumV,ac.Hott 1r,lI. etaW BLa MlemiwMXfVMI CufIIy GMwYr.aM-N aM Paf1MMVCmpmelP ieirye,FL 33610 1 My INnmelbn rn'dIRABPwn Inx[flola InIIME RIa N.lee SPeel,9Yle aIR.plevagih VPRR3I E. Jbb Truss Truss Typo Ory Pty Riverside Homes I Belldilon l JK T10]47850 J1>003l past Piggyback 1 1 Job Refiner's Lpi Mam4lg Bu1ldlnA Supplies, Jakeonvllle.FL Sv_ I.Mar 2813.46:53 M17 page 1 IU:A3OgGw78iWNgfa HbUyV -1911890111Kk1rpTaNvM5n� UREHU52BWUWOM 250 4&6' ]-13 OD 250 236 250 Scale=1'.13.1 3M= 3A= S[4 11 >m Fu 4 5 x � a q d �d 6 yq G 15[4 I I N4 ]45 3 Plate ONaMa f><h 12,0-2-()02 51 1 '0-2U 0251 LOADING(paq 6PACWG- 2-0 CSI. DEFL. In Qac) "I LAI PLATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.07 Ven(LL) Ne - Ne 999 kR20 24//190 TCDL ZO Lumber DOL 1.25 BC 0.11 Ven(TL) Na - Na 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.02 HOrz(TL) 0.00 5 Na rile BCDL 1D.D Code FBCISHV P12007 stairs SH Weight:201b FT-IM LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural Wood sheathing directly Set or 690 be Wiins. BOT CHORD 2x4 SP Nat BOTCHORD Rgld telling tiredly applied or l0-0-0x bracing. OTHERS 2x4 SP No.2 REACTIONS. (Iltlslxe) 1=121&7-5,5=12V675,6=1T -]-5 Alex Herz 1=-28(LC 10) Men Uplift 1=57(LC 12),5_--5](LC 12),6—54f-C 9) FORCES. Qb)-Meer.Comp.RAax.Ten.-All fomes 2E0 go)of Mss except wtlen shown. NOTES 1)UnteMnced mot live loads have been ooneide red for MIS design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Ops1;1125ft;8-1511;1= Oft;eays4X;Cat. Il;Ery C;End.,GCpi=0.18;MFRS(directional)and C-C Exlellor�2)ions;cantilever left and right exposed;end"Mcal left and right elgos tI C-C for members and tortes S MFRS for reactions shown;Lumber DDL=1.6O plata gnp DOL-1.60 3)provide adequale drainage to prevent water ponding. 4)Gable requires continuous bottom d ord postilg. 5)This truss has been designed fora 10 0 pan bottom cMrd INS lead nonwnourrent with any other five loads. 6)-This buss has been designed for a live land of 200psf on the bobom chord In all areas wfiere a rectangle 3E-0 tall by 2-0-0 came Will fit between the hoaom dord anti and other membela. 7)Provide mechanical cennechon(by others)of truss to bearing safe capable of W101stamding 1N If uplltt at publish 1,5,6. e)See Standard Industry Piggyback Tlwa Conardion Detall for Connection to base truss ae applicable,or mnaull quelitletl building derogrrer. Q WIMIwp VwYy 4elpnpe�wn�neW aEAO safth IXllMa xNO wCLUOEa MRE1taEPEaiNCE PIOEMF)4Am.IeeYI015aVMEYBE �Yp^vUNaa�wrYWT MIleA2c IUS.IMatlmq[k L�xetlwYVwN�p+aeelers9uwivaM hlw a�FtllWualLld�q ewnµvx+orno, pwrynlem-aelwe¢e.11n drtlYp de44�w�mml veMY Mr9irlMt.11 .1 r- polu�IV FcmVwale MhtleCTFlo a¢ovonrl IwtlepmJ{pb kienu%' taeklop eel nwaltg ofrvr. Ism a[✓vacaaa memGers carr Ml,awM lempwwrrnJ'Wmam�ldmly /TBI( is red lw sMNry to ax ICW14Va F withlwiYAe pwsvxr 9rW m]IWetlY rXmIXI^. I..i 4emia Pklu�ce�eq.'1l sae 69w 9e .E.n . avxeakn nlw<pe.CtlNery mm:Mn[n1 Ma:Ibol Imam and aim Wilsons irreW9alR I Wf1V CMxW.05a-09 mA eCa WXJiq Compa�Wnl ierree, L .'17a1n yxYylNamoXon avatmle[rntru%mdeM rtro.4le N.lee50ee1.aJbdlR,Ne[axSb.VRR]]I0. _ - b Tve T.Type Ory Pty Rivereide Holneal9enchonlJK T10>4]851 Jt]OOPo pard Pipgybssk 2 f b IW P BI I Manning Buiaing SopNiea, Jakdararge,FL ID:93_OgGWIFNMJNgMSzHbCzY6Ga-VsFCfLPNmIfDTy2150801oM1kAA5aahi Y[WON 3411 ]-f if 3511 3611 sale-9144 4.= z ]m tz 3 1 4 n4G tSN I., 2ND ]-0 5 LOADING(peg &PAGING 280 CBI. DEFL In (bc) Vale UC PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vea(LL) Na - Na 899 ww 244A W TOOL 7.0 Limber DOL 1.25 BC 0.10 Ven(TL) Ne - We 889 BCLL 0.0 ' Rep SVess klcr VEB WE 0.02 Horz(TL) 0.00 3 We Na BCDL 10 Code FSCed,9 pI2001 Mew[-SH Weight 211b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPGHORD ShucWral Wood slonlNng directly applied or BOO oo pudifter BOT CHORD 2ul SP No.2 BOT CHORD Rlgld wiling diredlyapplled or TO"ac beading. OTHERS 20 SP No.2 REACTIONS. Ifteeze) 1=107/6-7-5,3=107/ 7-5,4=201&7-5 Mss Hoa 1=46(-C 10) Max Uplift 1=,52(-G 12),3=-52(LC 12).4=45ILC 12) FORCES. (ID)-Max.Comp/Max.Ten.-All forces 250(ib)or less except When shown. NOTES 1)Unbalanced roof No loads NOv bean consitlered for this design. 2)Wind ASCE 7-10;Vult=130mph(3-secon0 gunt)Vaso-101mph;TCDL7.2psl;BCDL�.Oftsi =25t;B-15ft;-2411;eaf a ft;Cat. I1;Exp C;End,GCpi=o.18;MFRS(directional)and C-C EVenOr(2)zone;ientrever left and right exposed;and vesical left and right aµwsed:C-C for members and forces A MFRS for reactions stwan;Lurcher 0OL=1 l.0 plate gap D01--1.60 3)Gable requires contlnuous bosom chord bearing. 4)This truss has been designed for a 100Off WROO,chord INe load n unconwnent Won any ottrer INe loada. 5)'This buss has been designed for a Ilve load Of W.Opsl on we bottom Mord in Of areas wbere a nx targle 380 half by 204r Wide Oil fit baMef n the bosom chow and any other manorial 6)Provide mechanical connection(by Olhees)of term to beating plate capable of althslaMing 100 to uplift at Idint(s)1,3,4, 7)See Standard!Itldnlry Piggyback Tmss Gomecaon Dart for Cormectbn In base teas as 4pilwble,or collault WeXlled briding designer. �W4RNMaVMrytlnegn grmmlmuW aFPa NO]Ea g1lN5 FNa X1[LUOEa MTER REFFAFHCE PN4EMF]OArer.Ip9YlaI5 BEPoREVSE N�Wdl«u�wvr.+m mnrxmc�mr.,�:m�..lrxaew�so-�a«ur� tl�l>a��elRawwn.aw nlo,�e.�i�daare�rn�.>"L sol ' IambyMem.�tw ux MetulMN tle9,Tme m,nl venNMe oliiVUWIN nItle9Pe ewamdenuMPWeelY nc^a elnhdeundana dldtp Ce4]n. a .Yp FdcUleOalo gevenitucYlig of MhNAP'l lnm Dad/achxOmemCen exYY�MdacW4'aapaaYad paemaien,dackq kdwgsmPrea01YMM1YUMWgeventcdl4'�awlaeW%meGeRa✓J tVEY OIHgWeeIY WtlWe. ratR��eed PW�ee edWedeV Ne MPab EVIB1A. 3yeNtMWmdbn ayrJdye rypn�FMe MXMe,11aN1 atcel.r9111e 314.NgWVN11a Rtl3rzl�a�-09oM 9C91 MCWnp COmpawa te�rye.FL 3Yla 7b Truss Thea Type Ory PIY Rivera de Nomad BedchoolJK T1074AM J1]0030 PO4 GAB-E 2 1 Job Ref P W I Menang Binding Suppllas, Jaybeelle,FL ID:p30gGue7BiMINgfpSZHbC.Y6Ga VSFCILPNmIIDTy28d500 "DnlgMPWix YMON 1.SM II SWe.1this 3 ]. a 11 6 1.5x4 II 2 I a )o 5 2aa G 1.50 I. 15x4 J 4.41] 5313 52-13 LOADING(ps1) SPACING- 2-00 C&. DEFT In (roc) tMefl Ib PLATES GRIP TCU- 20.0 Hale One DOL 1.25 TC 0.09 Ved(LL) Na - No 999 MT20 244/1W TCDL 7.0 Lumber DOL 1.25 130 0.05 Ved(TL) Ne - We WB BOLL 0.0 - Rap Strew Ina YES WB 0.03 Horz(TL) D.00 4 We Na BGDL 00 Coda FBC2014RPI200T MSM%-SH WegNt 17 He FT-20% LUMBER- BRACIIL TOPCHORD 20 SP No.2 TOP CHORD Structural aped sheathing Oeac0y applied.,5-2-13a pudin, BOT CHORD 2x4 SP No.2 except end Verticals. WEBS 2x4 SP No.2 BOTCHORD Wgid ceiling onecgy spotted.,10 0O oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (IONIze) 1=53/4+13,4=51/44-13,5=1]3144-13 Max Hoa 1=109(-011) Mex Uplift 1=-2(LC 13),4 3011-C S),S--W(LG 12) Nex Gmv 1=6](LC 16),4=W(LC 17),5=184(LG 17) FORCES. (1b)-Max.C.p.d2acTen.-Allfome5250(Ib)alessraosayben.hoen. NOTES- 1)WIM:ASCE]-10:Vutt=130mph(3-sscond gust)Veld=101mM;TCDL=4.2psf;BGDL=3opsf;825X;Bd51t;L-24ft;a Vv AR Cat. IC Exp C;End.,GCpl--0.18:MFRS(diresione)and C-C Edeeor(2)1s0 to 4-4-0.IMedoGt)44-0 to 5-1-1 zone;pan6lever lett expos end right ed;and Vedipal left and Ohl e*.m;C-C for members and forces 8 MFRS for reactors,shown:Lumber DOL=1.60 plate grip DOIL1.60 2)Truss designed for Wind Imus Inthe plana of the hose only. Fa sW�exposed t.rind(rwmsel t0 the face),see Standard Industry Sege End Details as appflm l..or consult card led building designer an per ANSIRPI 1. 3)Gad.requires COnlin m boftom chord bmmg. 4)Gable seats spaced at 2-00.c 5)This truss has been tlmigned for a 10.0 psi mosey chord INe bad sonc.ncurreni Mtn any mor Ilve bad . 6)-This truss has been designed for alive load 01 20.0.1 on VIe botlom store In aI areas abase a reclargie 340 MII by2-0-0arde Will fit between the botban dad and any other meanders. T)Provide mechanical connecton(by oNers)of W.5 to beefing plate capable of withstanding 100 in uplift at binds)1,4,5. 8)See Standard IMuslry Piggyback Truss Canedlon Detail la Connection 10 base trues as applicable,or aspen quieffled bdldl% designer. WAa led VMrytlnrgnpmumlwemn RE4e N.rEe CN iXS AN.WCLUOE.—h REEEAINCEPA6EMe r4Am.1--159EFeaEU,E WlM Iry un uNrxlm nxleNvr'mnnrcba.RhCuIP kLvae'.)nurn Pam,elers4,own.mJltfa m I✓]lukxwl hadltlxl wrnrwnent mi e yilnm.�IwUieIMWMigM42rerm,aivenlyllw^wxallyUrtleYg,pa.mereaaMryoVenvbcgtwaleMe��lnbllwove,dl MiTek M1d9p CeWn. e Ap LxlcolMkln geVml[ucNlg of MhlCWl liusweDPef/velnOmem[as WV./Wdswxf lem0.WTd qNm--nda.W,t ktlya19 rou pdd111ympbpeVenicdlq¢e Wlnp stle�rdNl4Y aq gUGallYddnWe. lapBnerd pLbicV ldNragxle 69M Pe,4e Eoer BXtl. fors.robdoOMNery.erste-Wl 1twk4 d ivee[aN k,m ryesn's. e/,MMb GneMdWelle.09H9 pad ads!YMPConassant T., 1L.EO assay....ei¢Role hdM6418 N.Lee,naal.SJb stir NemvH3 VARJ14. _.` - ,pp Truss TI1ur Type OIlia:rsMe H N Plyvomes/9ereiloi W4ia53 J1]0030 PoS Piggyback 12 1 J R t oral 017 P 1 Mennirg Bdmirg SapthWa, JelabrMlla,Fl o.-.�=w��---•-•.... ..... —_--...._ — ID:g3_OgG 7&.NgIOSZHbCEV60a-z2pasbP4XKM56EMBoyMaA]UB9cvYZnYMgb01xW0]U I s.a a son.=1:18a a ,.an i2 6 1dH II 2 'y qq p 1 9 p le 4 L4q 1SiA II 15x4 5213 52-13 LOADING(PsQ SPACING- 2-00 CSL DEFL in Qac) UtlMI IM PLATES GRIP TCUL 20.0 Rete Gdp DOL 1.25 TC 0.12 Ver(LL) she - We 999 MT21) 24M190 TOOL 7.0Lumber DOL 1.25 BC 0.06 VMgTL) Na - we 999 BOLL 0.0 ' Rep Sir od Inco VES WB 003 Hoa(TL) 0.00 4 Na Na WegM:20 th FT=211% BCDL 00 GFBC2014RP12001 Will LUMBER- BRACING TOP CHORD 2x4 SP Not TOPCHORD Stmdurel wood Sheathing entry applied or 5-2-13 no pudln5, BOT CHORD 2X4 SP No.2 except and venni WEBS 21x4 SP No.2 BOTCHORD Rigid telling directly afglied a 1O0-0 oc bmcVg. OTHERS 2x4 SP 110.2 REACTIONS. (loops) 144/4-11-13,4-13/4-11-13,5- IX=411-13 Max Horz 1=125(LC11) Mex Uplift 4=39(LC 9).5=-111(LC 12) Miss,G. 1=65(LC 131,4,831LC 111,5=216(-C 111 FORCES. (Ib)-Mex Comp Aaf Ten.-All tomes 250(lb)or leer except omen shown. NOTES 1)Wind:ASCE 1-1q Vu11=130mph ISSecondglut)Vaal=10hni TCDL-f.2pSl;BCDL=3Lprf;h=25f;B--451%L 24X;gave-4X;Cat. IC EV C;Encl.,GCa=018;MFRS Mirecllonal)and C G EXlaeor(2)0-9-1 to 3-9-1.Interi 3-9-1 to St-1 zones;careeever led and right exposed;and Vertical left and fight eXposed;C-C for members and looses&MFRS for reactionw shown;Lumber DOL-0.60 there fill,DOL=1.60 2)Gable requires continuous botlm ochord bearing. 3)This truss has been designed for a 100 fail bottochard We road nonconwnant Win airy other INS,bads. 4)'This Voss has been designed for a eve load of 20.Opel on be botlom MOM in all areas where a recfergle 3S-0esI1 by 2-O-0 Woe wall m het arch this boeom MOM and arty other members. 5)Provide mechanical connection(by otllem)of fares to bearing plane capable of wsrhsWltlmg 100 lb uplift a joint(s)4 except Qtdb) X111, eas O)See Slandard lodusiry Piggyback Truss Connection Decal for Cont ion to base Imes as appgcabl4 or ootuulr qualified building designer. A�Lwe....- enry Cuae--'e.mtl PESO NOtR ON rM5.4HO—L--M'IEX—So" MNI0]—Iw0.VMr5 aEEOFE USE. �WpaoivaI.,.",Mllae®emmecbrs.ah tle9gaabmiladYurnn naianetorsiio�m.oNlsloim MslW WWWg am«rvmt.ml N—Ytl� Iwboa �IaeVe.MadMi9drYTe+aminivennlne4Wtdilrvol�tlp�MrNeetnrsureiwclx^lrakuryrolentes"O'cotteovndl MiTek I>varp cwxlera. a«wa patAcoletlalo gevenl GxlMipermr»laa nunwebaa/�olydrrr.rhe�+xrnv- uwnw.x emPoaQya.�rRrm for«are 6tlwgsreywl W[NdIlhwJlogevmJcdlgcs Wle Wedecemrxl FY.V ad gMmlYdonoae_Fon 9errerdMmKe eWdap by 4peike Ern Bhtl. kdkaflMesson OelNerY.a«Im Rai.. g Iln Sice"xylemz naMlWIN10dIh CIXwM.eY-SYaM CSI Na]eq CanWn.nl Terrye.FL 3Yr0 Sd.IxIMpmWnaWode M1anLUFble lnslMrle.2le H.lee Sheet,9f1e S12.NeaotliW.VA22111. 00 T. Tines Type Oty %Y Riverside Homes/BelichonlJK ]10]0064 J7003D Rol Roof Specht Girder 1 2 Job Reference arch Merow Butting,S"Tpliee, istrobeft.,FL 8.Ot0a APr 202016 MiTeklnOustries,Inc. Too Met 2813:411S62011 Pagel ID:g3_OgGw]1WMJNgMS2H0CzYeGa-RFNy310tllevuGCYIWTCTBjFUDNIaK3m00FwRZM10]! 3912 7 s12 110.0 12.9.12 1477 3&12 3a 0 3. 1 P12 1-812 SWm 128.5 Epeow im 11 94= 2M11 5 6 2D ] 2,4 11 _ = 2W- 3 IA 11 10 12 14= 910= e e 1se411 9A- ffi4 3912 11.0.0 11112 1a>7 3912 34.0 364 0 2 35 it LOADING(VaB SPACING- 280 CS1. DEFL In (hoc) Udag L/d PLATES GRIP TCLL 20.0 %ate Grip DOL 1.25 TG ,2] Ved(mLL) 0.09 10.11 >999 240 Milo 2441190 TCDL 7.0 LumGer DOL 1.25 SC 0.28 Var `) -0.051011 >989 183 SELL 0.0 ' Rep Sireas Ina NO WB 0.28 Hord(TIL) than B Ne Ne BCDL 10 Coda FBC2(ft IPK!007 Wed.WH W6gM:A11b Fr=20% LUMBER- BRACING TOP CHORD ffi SP No.2 r TOP CHORD Slm aural wood sheatMng dneody applied as 6-90 as pudirw. BOTCHORD 20 SP Not hrdsollndm iwls. WEBS 2x4 SP No BOTCHORD Rigid ceiling arwtly applied of 680 ec bracing. REACTIONS. (INalze) 12=1258RdeClaniral,9=2164N38,R]3&0-38 Mar Hoe 12=195(LC 5) Max Up11n 12=645(LC 4),973314).8-0380-C 51 Max Grey 12-125911).M16,41-C 1),S=]45(LC 18) FORCES (lb)-Mac Comp. ..Tell.-All 1omea 250 gb)o,I.axchpt Abonshowm. TOP CHORD 1-12=1212/64Q 1-2=-200N83B,2-3=18539(r],3-4-195390],4-si 5250525, 7-8=-508204 BOT CHORD 10-11L91152W0 WEBS 1-1128218],2-01=-93&45],3-10=-9BL354,4-10=-13]]23W,6.9=5]120, "8 258/104 NOTES 1)2ylyimas to be connected together AM 10d(0.131-U-)malls w mhoos: Top chords connected as follows:2x4-1 row of 1-00 W.2x6-2 ones staggered at 180 w. Sodom chords wnrwmed as for.:2x4 1 has at 1-00 w. WeLe wnnWW as follows:2x4-i row at 1-0 0 m. 2)At loads mrs considered equally applied to all phos,except 4 noted as from(F)or back(B)face In the LOAD CASE(S)seabn.Elya 3)UiUlalalrced roof live loads ham bean considered for connections have been"obbeff to dandute this design.bs nation(Fl or(B),unless otherwise indicated. 4)Wind ASCE 7-10,Vud=130mph(3-secorar gust)Vai 01 mph;TOD"2pi BCO"upeC c25M B=45n;1-2411;aam-IM Cat. II;Ext'C;Eetl.,GCpi=0.10;MFRS piraodonag;omblever fen and right etmosed;and vertical left and right hxposed;Lumber DOL=1.60 dale grip DOL=1.60 5)Promise adequate drainage to prevent neater ponding. 6)The guys has been designed for a 10,poi bottom chord live load rlonwncurrent Win any other live funds, ])-This truss has been designed for a live load of 20 beat on the bottom chard In all areas where a rectangle M-0 tall by 2-0-0 Ado o1h fit between the bodom chard and any other members. 8)Refer to glr0er(s)for truss to More wnnectim s. 9)Povids mechanical connector(by dhers)of truss 10 bsatlng plate capedd of WMstamling too to uplift at Tam($)except df=Ib) 12--645.9,733,8=338. 10)Han,i or other wnnecdm beelloo)shall be provided sunlclem to support mncentrated Mad(h)1701to coon azar 174 to up at 0&12,50210.down and 26)lb up at 2812,48610 down and 29416 up at 4812,4%to boon and 211 Ib up at 1613 ib down and 19010.up N 8-8-12,34510.down and 65 to up at 10812,and 299 In covin and I M to up at 12-8-12,and 701 Ib down and 271 M up at 14-0-12 on top Chord. The doslgNsmectlon of such concoction charters)is Ne responsibillty,of others. LOAD CASES) Standard AWIRNNa-Wr1lYaW9npwWSlmwr4BEAa NJ2y aN I1RIXa WLLWEa MIarN6FYa ee..M14Am.f.NaNCPEaY �YDn wlkl louse MYMIh MpeABcdmeciaa.awtl�9:k LoetlaYY1W1 Welnelersrtwwn,rick k1a V1 YtlNAx1 Wtlygcanpabn4 rot ryybm wloreu.�IMd4cYpwtlDlwr niu1 Ye11N IM q(AkQillYoltldT�alWim m]gMenY Y.cppo:ole P6Om9n Flo 111eowrdl ase-eaeelw� m«n9 nrerekaklo l*eYe�l w�hlrowreewn mr.webma/a,a:om meml>al.oxv.:aellorla�amwrmaaprsrr:�Wrnaedne kdwgi:ag4ed 0.r 5lKANaMbpHa:I cdlgw Min WvIMS Farm:d YVrYadp�rlY Wrio2e. ra gnertlgW:ce repbq R9 ppe4 pe�M EM BXJ. fdites,1 kxma.tlelM+rvaxxm mdlwacM Mrsh. ..1, ¢T1s.e.. 1/IRt vA fll- 4pHdBanl KL wlllnBearrlWnxll T.rNa FL 39510 sw1Y ImonMM¢Dame ora ew Hrsle Bmmna.zre H.taaseaan,s4aarz.na.a:rab.vnzz9te. RiYamide Homan/Badcllon/JK JrSb T. Tncc TYPe CRY by T1074Ta54 IJ1]0030 ml ROM Special Girder 1 2 " Mans,Ehaldin Supplies. JaXa01NiIM,FL IO:p3_OqG.niMJNpbSaHbGaM.RFM/31OdIQ=GCYIWTOTNFWNl�Fas4MN 7 LOIIO CASE(S) Standard 1)Dead♦Root Live(balanced):Wmber Increase=125,PMIS Increase-125 UnOo m Loads(pIQ Ved:1-4--K 5 7=-54,B-12-20 Concenlnded Loads(lb) Ven:6-2%13=-2315=46216=3081] 41818=47313=-3162 ml(B) Qa•4pkWp-YwtlytlWpnpneMrMe iq efts N01l9 CM 1Wa AMU NLLUOEOIaIEN P6GINLEMOEIY]4Am.140YNIeaV0.4EV9E �HYh Iwuvi cNY Wln MIUM®conrecbi.Rh CeY�k Ma]dYY Wm gxonelenfMrvm,mlk Im mMhMA+al bA®N wxnWn9Ul.rot mlem oelwe iMn npaarnmaeaq�m�m non�aal��wen olrleLpn pxoMrelenarci IXw�dYMwWob maaeseebm me oYeml MIT91C Wrlp �.bacagkHcalMkbpevenl bFYMy IkY'kMNtl Inn WN+ab/wcMOmemRyiwYF PIXeX:gk°^pwaY mlPwmaenlda6q MtlwUN�epletl ld OctlllYmtllogeYaOcdloO MbUFerixW kMnY wtl IXM�^N tlan�pae. wUeneid yulJ'aicemWMhq Ow PaM Frl MdpMtalyxi ppWe.O&NMY.erecMaW hackU oll Wlawmlems.melJi91TI1 QnIIMCdIwW,Mad9 dA eQI YYbp Compof a.. irye,Fl}Y10 8yMYlMwmdb�OVJtl1e rygnI�FMaYnMNe.11BN.lee Sheet,9 JIR NevmSb VAY1d11 113_e' fill, Rweraide HOmee/BereMn/JK Tues Tmae Type Oy Y T10747066 �J1700W R02 par GWer 1 2iJobRt (o III1 Marcrnp euldiro 51pp11u, Jakeormlle,FLI- 0.010 sApr 202016 M1T. T M 3165 age IO ya_OgGIW]BiMJNgIOSZHbCeYkSF vRFKHNRG3yl.KOnpO_roWSSIA IENSHOg0oSUVIO]S 210 sa.1s zlo za p p�i°- 3N4 II finis.1e2.7 IFIlawn e I II L dN= s y =a L]-16 6]-15 LOADING(pM) SPACING- 2-0-0 C81. DEFL. M 11.) Weft LW PLATES GRIP If F 1: Prete GOp DOL 1.25 TO 0.16 Varga) -0.01 bs .988 2I MT20 244/190 TOOL 7.0 Wmber DOL 1.25 SC 0.10 Ved(TL) -0.03 4-5 .899 1S0 WILL O.O ' flap Shess mcr NO WB 0.06 Horz(TL) O.OD 4 Na Na yyegM:5]Ib FT=. BCDL 00 Cade FBG2014/TP11.7 Mebf%-MSH LUMBER- SRACING- TOPCHORD MSO W.2 TOPCHORD Stmtlurzl wed sheathing directly Applied or 4-7-15 oc putlire, BUT CHORD 2x4 SP No.2 except ord verticals. WEBS 2x4 SP No.2 BOTOHORD Rigid call0g directly applied or l 0-00 om bum REACTIONS. (IbiI 5=1160163-15,4=10331014 Max Hoa 5=]5(LC 5) Max Uplift 5=638)LC 4),4=519(LL 5) FORCES. (b)-Man.CoMII Ten.-All looks 260 flat orleasexceptelen show. TOP CHORD 1-5=-6821303,3<--5481295 BOT CHORD 4-5=3T]/598 WEBS 2-5=]43/451,24-74&449 NOTES 1)21by ands to be connected together with ted(0.131'x0')nails as MAI Top d10Rh connected re IOIIOw3:20-1 row at 1-0-00e,9B-2 rode staggered al 1-0-0 Oe. Bosom chords corrected as Vicars.2x4-1 row at 1 00 be, Webs canneGed as tolloNs:2x4-1 row at 1-0-0 co 2)Al loads Are considered equMly applied to Ml plies,except 11 noted as Vont(F)or back(B)face In the LOAD CASE(S)secibn.Ply to pty conaections have been preMaded to distribute only be&rWea,as(F)pr(8),unNss aU'emise Irl6ceted. 3) I�Exp CS Enc1.,DE 1GGPu-010,MFRS(s CSI�IonM)'corbeled,ui left ant rigM1l exposed;and Obrical left and rgM exacted;Lumber Cat. DOL=1.60 plata grip DOL=1.60 4)Poole do Nuare drainage to prevent ester pending. 5)TMs trues has been resigned for a 10.0 pal boftom chord live lead MncvmounaM Wth any oOler We bads. e)-TMs Voss I been designed for a five load Of 20.0psl on Me botlom chord in Al areas Mem a rectangle 3410 let by 2-0()aide Will fit beaded the bottom Gerd andartyothermenda m. 7)cream mechanical connection(by offers)of truss to bearing plate capable of wilhebMag 1001b uplift at jdntts)except OWI,) e 536,4=549. 8)Hangers)or other coneadion devicals)shell be flooded sutiiclent to support concentrated loed(s)637 to W.and 373 ib up at 0 1 12,and 607 to dorm and 314 to up at 2-0-11,and 8341b does e1M 36610 up al 4-0.11 on top Md. The designlseledion of such connection d9vlca(a)Is tae responsibility of others. LOAD CASE(S) Standard 1)Dead♦Raul Uve(balanced):winter Increase=1.25,Plate Incedi.25 Urdblm Loads(pit) Vert 1-154,4-5=20 ConceMoted Loads(Ib) Ven:1=637 1607 8=634 �aMIW4 Vxpy aWpnper+menwvWMaEap NOTE40NTIAe INOW[LYOEO MIIEx aEFEAIN[E FPOEMOAAm.Im0.2014 aEFOAEV4E I WNfa ueewYY'^A✓�mINID c'auweawx lakdmyn k WsedeNY�1 Momele¢Wrvm,ant ales oJNMxwI Wdk�g awn(xrlenl.,wi auabyYem.Belwa ux ne Gape tle•.p�wlmu9yxnlylM 4GNCWlao tleWjlrwan,elen mut WayrellY acupwoie ahtlz}TL110 ln¢ovx1 A' dId'90eipn. NWpYva:aledN pereniGFebgdY✓JIWad M1lO Wabue�/gy� Wifa Pamd Padulce aQ9 Ne stria LV AdwOry 1a31i�bniMIyUNIO IXevenlrnllgse vfidlvxt�I>w'+a'a awry IR 1BN4. 4alal�lY lryeaxom1011W1av�deM1ae Rale YeYMe 318 N.Lee SM1eei.ale]12 NexaMb1 V��A�R231 CTMaeed9T0aCY MXlq�mpMWa Tairye.FL ab10 �m za n 5 A 5 So 5 .0 '�O o OJ In�O'OQJ Y CO � O olc.-„ sig n 8 ' c i Dgma, n y -' � Oo 2 mm i ° >O00 00 C.) D � E n9P 0. a, 'z � Z amOOJ � Jamas a�mo p m_wns c Jc romX �mmv c o3nm �. �,Qyo ° m $'S° fj o3_ m4 D. m dam po nogP m � ° �� ° c' a y N3a �d°, onQ °4o 060 n a2""o_4YINm�_o_£m=o ° 0 -Q01 aocm � wm60c . z m � OOOEO D00 0J ° ag Z ° J odaonn- a 3 no5o_gm - 0xmm3o a m ' 3ons£ 'pOZ 5O ' 8m0m0 nJ 06 O. sq a- mai J � 0o_Po sJ O �m mmO� p J0 Fcm O yJ x 0 0 J m FN N < < C mm v zo m>b m TOP CHORD gS. 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SOm W F _ 'r 7 "� 7 Y 6 - 7X LL- S 114 / I` I IO L GAB 2' 14" n --------- QoD XID T ILXI3 ` lo Iv p -- "' - - - --------- - d ® � J I I --- - 9 WA K-IN"I m T6 9 ax6wA i::, .. 9 v — -- s Ly HOT SUITE ---- U� L °' nm'-I'E HT, - - - 0 TUB < rim'-I"CEIU _ n3 LF/n 5 app saT y D IT LU_I gi_6..;:::;:. 5;ipC 24,_0u N Z _ m J o SUI w I I ry 113 xb xb Cf 50.:'f:, :.;. (Im'-I"CEII:)::::::� ::' 9 U a B O Q Z= I I 7XtOLF� _ D © O O m Z GR..":..Wa/ II CIO yz° o0 DINING (VOLUME CEIU (VOLUME CEIL) fiWALLD BAC s : PORCH N B II v 3 L J z IVv I I Il'_B" �-8'e>3. .. .. 4'- 2'- I I n I ax4-14x�FA,li:aal• i� JrN lmm I ::.•CUPOLA I I I ABovE FDY) m 4' = I I _! I I (VOLUME I I ? o GRE FRONT LIJ U CC - R 'BCH PLANS ARE DRAWN IN Z Z I I Cr ) STUDY Y (W.-I.E HT) I I ACCORDANCE WITH = W I o� (10'-I"CEIU `- I I FLORIDA BUILDING CODE q 5th EDITION 120I4J, m 0 2,_10 IS a,e" I I RESIDENTIAL W U A I I NOTES: U PLACE �O O 0 I I-ALL EXTERIOR WALLS AQE DROWN A7 6" Z NOFIINAL TO REPRESENT 2x6 STUD FRAMED WALLS. MTERIOR WALLS ARE DRAWN AT 4" O LLI gAR H a mb aw « I I NOMINAL TO REPRESENT 2x4 SND FRAMED WALLS T m (UNLESS NOTED OTHERWISE). ACTUAL SIZE, J-• .•;�" (1�`P!:E HT,.. 3 I I BPACMG AND GRADE OF LUHBER TO BE USED U SHALL BE DETERMINED Br BUILDER PRIOR TO _ ImZ" U J 24'-mn —_ _—_ CONSTRUCTION AND SHALL CONFORM To ALL LOCAL BUILDING CODES. � Tom e I LU Z I I T-ATTIC ACCESS TO BE 22"X30'MINIMUM(BEE I BUILDER FOR FULL-DOWN STAIR FRAMMG W WALL SUIT fid• I COVERED REau1�MElvTsz GARAGE *2 pRIVE I 3-GARAGE-TO-HOUBE MTERIOR DOOR TO BE: I O B'QTI"I Y¢ (10'-I' EIL) m (Im'-i"E HT) I I = -SOLID WOOD DOOR W/Ik MIN THICIQJESS(10'-I'CEIU - �p mi I _ ' " HT7 I03 -OR SOLID ORHCNETCOMB-CORE STEEL OR 20-MINUTE FIRE-RATED(ANY DLOORRCHOSEN SHALL HAVE A m (r) -5 6-- 7'2" dLFx1 .9 N 11 24'-0" I I PAR7�ITLION5/DROORS)ARE TO BE TEMPERED :y' y GLASS(SEE BUILDER FOR PRODUCT SPECS). 0 p O ax«w.u. O Inb I Ima `° ----- --- I I o o rn J ax«H4L 1x6 WALL 2-WALL --- Plan #11 K1573 I I = Job #:11 16-1148 FLOOR PLAN SQ.FTG. TABULATION qu SCALE: 1/4" = l'-0" LIVING 3049 lm'_q„ Iq,_6ii q,_6.. S•_4" FRONT PORCH 212 BACK PORCH 600 4' GARAGE I lml A3. 1 4'-0" 2 -m" GARAGE 1 304 COVERED RIZ2 92'-0" TOTAL COVEREDED 4952 DESIGN CRITERIA AND LOADSTABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX U TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ST-1......................STRUCTURAL SPECIFICATIONS NOTES 3,4 ST-2......................FOUNDATION PLAN - _-- -- --- USP__--_-- 92'-0" GENERAL FOUNDATION NOTES - - - 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf 12'-8" 55'-4" 24'-0" IN ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1, - ----- ---"" ---------- -- ---"-------- - -- -- - - AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF 2'-8" 3'-0" _ 18'-4" _ MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S FORM&POUR REMAINDER OF CURB----------] FORM&POUR REMAINDER OF CURB OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE W/(1)#5 CONTINUOUS&#4 VERT W/(1)#5 CONTINUOUS&#4 VERT ASSUMPTIONS. @ 48"O.0 @ 48"O.C. r - - _ _ - _ - - _ - - _ - _ - _ - _ 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF HEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE _ _ o REQUIRED iv _ - - - .- - _ - - _ _ - - - - _ _ _ - - - - - - - N - - - - - -- - -- -- - - - - - - - - - -- --- � 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB I t CONSULT ACCORDANCEWITHTHE FLORIDA BUILDING CODE. -- -- - -- - ARCH TE TI ' - I C RAL PLANS FOR LOCATION OF SLIDINGO - -- -- -- 'f- -' - - -- �- - - - - - - _- - - - - - - - - - -- -- -_ - - - - - - - - - - � : GLASS DOORS. O 4, MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE LO I I I i� o ! 6" INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE i ! 6" o STEMWALL SECTIONS. C4 ■ _ _ �0 ! 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Cq I I I N f ! (- 1 I i RE-ENTRANT CORNERS,SEE"RE-ENTRANT CORNER DETAIL" �O THIS SHEET. O ! o? i ! ! o ! ! I 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB o I RETURNS TO EXISTING GRADE; REFER TO FOUNDATION SECTION Nt #9 FOR CMU FOUNDATION STEMWALL FOOTING CONTINUOUS N I ! 4'-8" 2'- ' Cl) BELOW DOOR OPENING SHOULD SITE FILL CONDITIONS NOT N ! ! ! PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO c" APPROXIMATELY EXISTING GRADE zo i I I SEE SHEET ST-7 FOR i I I SLOPE FOR DRAINAGE FOUNDATION SECTIONS - - - - - - � ! I ! ! PER BUILDER ! i I I z - - - - - - - - I I I r _ I I I O — ! �- - - - - - _ _ _ _ _ — I r-4" I ! M FOUNDATION KEYNOTES: � ! 17'-8" I ! 7'-0" 5'-0" 2'_s.,i 10'-32" 3'-3" 4'-10" r 3'-0" I _ 23'-6" I ! NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q ! I I I - ------ -----"------ -_- - ----- --�I� I I ifl I � I ! 8"x8"DEEP THICKENED EDGE N I 2 I I I ( v I I I I ! � W/(1)#4 CONT I I I ! I Nt F - -� - - - � i W it i I 1 ' H ! I ! I 2' DEEP FTG W/#4 @ 12"EW _ NOTE 3 v - - L - - - ! I O I I ! UNDER BOX COLUMN, FTG TO BE � ■ ! ! ( r I ! I j ( PROJECTED MIN 6"AS SHOWN Ac 16"SQx12"DEEP FTG W/ D (3)#4 EW � I ! I 0 2 v ! 0 24 W ! I I ! ! / D rn ! I o� II I D (3#1 EW Y AD 30"SQx20"DEEP FTG W/ IZ (4#4 EW Z II _ s z - - - - -- -- - -- - -- - -J - - - - -- -- - - - - - - - -� I i I I O 9 9 36"SQx20"DEEP FTG W/ F- ------- ! ! !- - -- - - - - - -- -- - - -- - - -- - - -- - - -- --- - - - - - - - - - j F �- J I I I ! (4W4 EW D ! ! - - - - - - - - - - - - - - - - - - - -I- -� I (5#4 EW,T&BEP FTG W/ Kt W w Z O a a N I i L _ - - - J Q � cnW 0WIaz I I Iwo rj N L mLL 0o - I— Z0 (D0 ° Jtnn! iv TYPICAL REINFORCING r tY w ❑ J - W U ! ! ! i� ! ! - - I I BARS AT THICKENED Q � aw - 0M4a4 � WL. L W L. `O I o - - - i I FOOTING,SEE PLAN WWM > ONww0Gm � D �- - - - -I 1.. 1.. Z OaW ❑ wwj0WN - pa ! I I I 2-72 9'-0" - 9'-0" 2'-7 2 I I I MIN 24"LONG#4 OR#5 (n 0 0 m a Z at w j m Z Z 0 a a } www OZ0 ! I BAR SET AT W Q 2 I.- < M 1 w W in M I I ! I 5`-9" 18'-11" ! 4'-4" 13'- 0-9OF SLAB,TYP ALL m I ! - ------ - ---------- -- -------- -i-�. � I !I RE-ENTRANT CORNERS Z Q I H m O 1- FI- w z W Q w II - - - - - - - - - - OwZ � zaW - 0X � Qa �. � 0a0W ❑ zl� ao � o ❑ I ! - - - - - - - - - -I LL - - - -- - m Iia < WUzpOwzNoa0W - - - �` I 2 I L - - - - - — — - - - -- -- - - -I-I - - W iw0wxQZn � � N - w � I I I HOUSESLAB Z wWQ � axFor1Dztnww I I I ZI >- Z4o � Zaw019 < W0 I I ! I -NOTE 3 ! 2x8 PT SYP LEDGER,ATTACH TO Z z 0 a z >. w M w a 3 m Z Z F F SOLID FILLED MASONRY W/(2) RE-ENTRANT CORNER DETAIL w w 0 4 m z - M Q z 3 Q ! ( I SLOPE I I I ( ( W/MIN 6ROWS "EM ED @ 2"O.C. ORS (RECOMMENDED) Q 2 Q ❑Z >- z i Q w 0 W 4 N I w I ! STAGGERED W/NUT&WASHER PLAN VIEW, DETAIL TYPICAL @ ALL Q F ❑ Z W O D W F a 0 Q I I ! RE-ENTRANT CORNERS n H ? 3 N a - 0 0 [�] z w v SIMILAR M i ! I ! N z SHEET NO.: ! - - - - - - - - - -I- ! o - - - - - - ST-2 ! ! L - - - - - - - - - - - -2x8PTNO.2SYPJOIST @ - ! i FOUNDATION MOIST TO LEDGER W/{LUS28 O PLAN 1 1 1 I 3 a ! ! ( I I I I I O JOB NO.: ! ! I 1 5'-9" I 18-11 4'-4" 13'-8" I Q AT0982 I SUBDIVISION: i i o Atlantic Beach ! LD ILL ! Q Country Club @LEV ! ! LOT NO.: U I ► _I _ _ – - - - - - I z 65 >_ FLOOR PLAN: -� - ! – - - - - - - – - - - � I Custom I I ! I o Z DESIGNED: ! 3 1 i - - - - - - - - - - - - - -- - – I 8-o w DAE/JML , „ L - - - - - - - - - J ! 0._8.. F•- REVIEWED: — a JPA 0'-6" I �� J iu ( SLOPExQ REVISIONS DATE ! I I 4'-10" I °' ~ 2 I I I ! 8"SQUARE CONCRETE OR SOLID } 2 I _ _ ( I FILLED CMU PIER BLOCK, PROVIDE a m I— - 2 I j ! I ! MIN(1)VERTICAL#4 OR#5 FULL Q I ( HEIGHT OF PEDESTAL,REINF.TO W 1 I - I I I �- - - _ - - - _ - - ! I �M BEND 90°AT BOTTOM&TIE TO FTG >Z "'r N - - - - - - - - - - - - I REINF. - - — — — -- — o L - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - -,J I_ + Z j 3'-6" i! 3,-0", 1 17'-6" `t FORM&POUR kEMAINDER !� I' 71 OF CURB W/(1)#5 I I I D O :D EX CONTINUOUS&#4 VERT -- -- -� H STRUCTURAL ENGINEERING @ 48"O.C. 3'-0" 4'-0" 17'-0" U j - U_ 5'-4" 26'-0" -------- 24'-0.. 8,�� . U) �o'�',EY P A,4? �. 8'-8" 4'-0" 24'-0" O 0 � ..•'� SF•.�p'L --- -------_ —_-_._ - 0 No 58544 92'-c" W O 111101111111 X ST OF LL 0 FOUNDATION PLAN11011 U.0 F_1 /4 1Z •� % -- a �►NAi P.Arneson, P.E. METAL CONNECTOR ENGINEERING Q P.E. No.58544 04-20-2017 SW2 -- SW1 _- - - - - O (2)2x6-112 (2)2x6-1/2 ! LO N (2)2x6-1/2 /2 (2)2x6-1/ - O (2)2x6-11'2 {2)2x6-1/2 (2)2x6-1/1 w o O o NOTE 1 - _--- - 2 STUDS w 2 2 STUDS w - CY) Cf) DTT2Z a'� - DTT2Z 1 MSTA24 ROOF GIRDER Na) 1 DTT2Z - N (2)2x6-1/2 M NOTE 1 - 2 2 STUDS Ow w - 2 2 STUDS Ow woLL - -- - Of 1 MSTA24 ) 2 ANCHOR � 2 ANCHOR W 1 HTT4 ROOFGIRDER - - - - - _ -- - c� - -_- (2)9%a'LVL-2/1 - -- - _ C7 W __ -- - - -- - - J - ROOF BIRDER Z --- O Y 1 MSTA24 Z � -- - - - 1 DTT2Z Q � --NOTE 4 - - -- - - - - _ - - -- - -- o -- -- - co -- - - - -- - - - --- -- --- - N -� > O - O - - (2)2x6-�/2 > d- --- - - — O NOTE 1 - 2 2x1 2 2x6-1/1 W 0 (2)2x6-1/1 - w (2)2x6-1/1 ■ Nl� u -, T - 2 2 STUDS U_ w 2 2 STUDS w w U (2)9/4 L L O p O o F- - - -- -_ -- 2 ANCHOR w 0 2 ANCHOR im - --- C9 (9 , (2)JACK _ S/(1) ROOF GIRDER O j I I I , „ L-2/2 - (5)JACKS/(1) - - - - x - - --- -_--_ KING THIS SIDE KING THIS SIDE _ -- � (2)9/4 LV Y !Ni L_ I � - - 1 MSTA24 1 DTT 4 u Q Z 2 2 STUDS O wo 2 STUDS O wo a - DTT2Z - DTT2Z � Z (3) 11%4"LVL O ROOF GIRDER 2 2 STUDS w w - - - - - - - - - J F- I 2 STUDS w - - - - - - _ _ _ - -- O p - DTT2Z' - tr C7 _ 0 - -- DTT2Z w tr ROOF GIRDER OI' d X O Z p - - - ROOF GIRDER ST16 NOTE 9 T16 a n 0 Q • 0 � ui (7)2x6-1/1 �, w -- W O v F w 0 QO to w Ow � Qz - 4 STUDS O wo - 4 STUDS O wo -- - -- - _? Z I U U 0 D - (2)2x8-1/2 (2)2x8-1/2 Q,1 O 0 - F z ❑ UI o W O m � O O ti ll J - 2STUDS owo M - - - - r - ti - raO zW - m � zz0 HTT4 cc - HTT4 WO - -- - -- -- f QI- Ww - OmQ � Q ❑ ww -------------NOTE 8A ------- — - DTT2Z L - - GARAGE DOOR DESIGN v GARAGE DOOR DESIGN L _ _J Z O w w 0 w w w Q LL N (n 0 0 (2,2x6-1/2 WIND LOAD(PSF). ! WIND LOAD(PSF). ni F � H w -- -- -- (3)TOTAL - 6x6 NO.2 SYP PT POST, _ JI, +20.43/-25.26 +20.43/-25.26 0 m IL W } 0 Z 0 �' 07 0 � a zWFw � m Fp - -- - - - -- ul' --- - - PACK STUDS - - - W QwoQow � IWmomu � BETJVEEN OPENINGS I NOTE 4 Z F O Q 0 a LL a z -3 0 O (2)2x6-1/1 (2)2x10'; DECORATIVE BRACKET 0 w w a = M W z 0 w _i D Q M p p 7 W PER BUILDER,TYP m O Q M U Z Z NOTE 7A Z QXWOOHON = Q ❑ z_ -- -� W iWOWXQA_ QFWm � LL _. , Z Z41QWd � ZOJ � Z (01. ROOF GIRDER I >- ZQO - za000 < w C� E9o � z } � N_ a � zZl0 Ww0Qm ? � QaZ3 � � Q ROOF GIRDER Z L 0 W w � 0j [7WC71]- N � � mOU SEE TYPICAL PORCH - 2 STUDS 0 w Q I Q Z z z I Q n w w - o w Q it / O Z n Q o 0 I G w w Z it SHEATHING DETAIL." - °�2Z FRAMING KEYNOTES o ❑ W Q J I ° 0 w w m � n � ? 3NamQ ❑ c� l- ? nn - -- ---- - - - LU O (METAL CONNECTOR (3) 11/4„LVL H O O C� - ( � \ J � LL' 3 2x10-2/3 2 2x6-'�/2 W 2 2x10'.. ' z (3)2x8 NO.2 SYP `` LL Z SHEET NO.: NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O �+T-� PLANK-ORIENTED O Z _ S 1 Cr HEADER 1. MIN 2 INTERMEDIATE i ( JACK STUDS REQUIRED BETWEEN OPENINGS. SGD _. STRUCTURAL i 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS 0 WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES ALSO SEE FRAMING N ROOF GIRDER a G PLAN INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. DECORATIVE BRACKET 0 JOB NO.: �—PER BUILDER,TYP V 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: - 2 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS Q AT0982 BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C. Q ST-6/ B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR SUBDIVISION: -f NOTE 7A DECK TO SW DBL TOP PLATE W/1 Od 3"O.C. O AI ' t antic Beach SEE"TYPICAL PORCH J DECORATIVE BRACKET 4. PORCH BEAM FRAMING NOTES LL I,� PER BUILDER,TYP - SHEATHING DETAIL." Count Club ��-- Country PACK STUDS SOLID Q BETWEEN OPENINGS - 4 STUDS w0 0 - 4 STUDS o M A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. LOT NO.: O a O (2)2x6-1/2 (2)2x10 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. Z 65 / - HTT4 - HTT4 NOTE B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV } FLOOR PLAN: NOTE 8A PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. O J Custom 2 2x6-1/1 (2)2x6-1/1 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV O PROVIDE (3) 11%4"LVL 6x6 N0.2 SYP PT POST O IDE DOUELE STUD POST DOWN SUPPORT AT WALL FOR DESIGNED: - (4)TOTAL PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, _ MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U DAE/J M L --- ----- -- - _.. - MSTA24. W F- REVIEWED: M D. BEAM ATTACHED TO EXISTING FRAMING X ATTACH PORCH BEAM TO EXISTING STUDS OR KING/.PACK STUDS a JPA � U W/S:MPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. � to 2 MSTA24 Q REVISIONS DATE NOTE 4 1 HTT5 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL � � o � WALL SECTION SHEET. -- ---- - - � w co v 2 2x6-1/2 Q 6. HIGH UPLIFT CONNECTION: m O 0, 0 GARAGE DOOR DESIGN • _ TOP PLATE TO STUD Wi 1 D (!) S WC15600 16"O.C.OR 2 SDWC156 00 ( ) <_ Q +20.43/-24.28 @ 24"O.C. W (2)2x10-1/3 i� WIND LOAD(PSP). (2)2x10, (2)2x6-1/1 •ALTERNATE"METAL FLAT STRAP 2ND0, 0 LEVEL STUD TO 1ST LEVEL Z / STUD"@ MAX 32"O.C. 0 � 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16 O.C.OR O I (2)SDWC15450 @ 24"O.C. M •TOP PLATE TO HDR W/SDWC15600 ctrl MAX 16"O.C. W 7. PLANK-ORIENTED HEADER FRAMING Q Z (2)2x6-1/1 (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/2 (2)2x10 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 - . _- - -- --- - EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON _ - - --- - - - - - A - - - - -- - - -- - - - - --- -- - -- B DETAIL SHEET. EXO -- _ B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH STRUCTURAL ENGINEERING HORIZONTAL 2 STUDS C7 -� G2 C. PLANK-ORIENTED IHEADER NOT REQUIRED,THIS 6 STRAP EACH SIDE OF I LOCATION ONLY. DTT2Z 0 a ST-6 $ STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT U — -�--' OF PLANE WIND LOAD. LL - 8. BALLOON FRAMING �" 07 ��v �( 11 A 1��i A. BALLOON FRAME WALL W/2x6 NO.2 SPF @ MAX 16"O.C. a - ,:1. ..••••.%4'.' O.C. B. BALLOON FRAME WALL TO TRUSS BOTTOM CHORD W1(2)2x6 @ 16"O.C.OR �- �� <C •• �G E NSlo '•.•So 2x8@.6"O.C. ��•• No 58544 ••2 o ._ 9. PACK OUT GARAGE RETURN SOLID W/(1)JACK/(2)KINGS @ EACH HEADER, J •; STUDS TO SLAB W/ABU66. W O V Z = :� (jam U A E OF LL • 11 _ 1 11 Q FW- •s R 1 P'�N FIRST LEVEL STRUCTURAL PLAN 1 / 1 0 x ;• • `E�, w 11111101 ffr Arneson, P.E. METAL CONNECTOR ENGINEERING Q No.58544 0 -20-2017 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1 1. PRE-MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN Q) •SHEAR PANEL TO SW GBL TOP PLT W(10d @ 3 O.C. •FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. If NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY 0 TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW" 55' 4" 24' 0" ET - - - - - - - -- - - - - -- - - -- --- - -- -- - -------- --- -- - __ - - -- - - - - DETAIL,SEE DETAIL SHE 2. TYPICAL BEARING BLOCK •BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH ,, ,Q I Q FM _ - - --- - - Q Q - Q DIMENSION OF TRUSS MEMBER. 12' 8" 431 41f ''J09(6) --M CJ -� "�� •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM -- - - J O O O u --__ - - O O O , CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. ` N r - - - r a) I � � I O _ - - --- - - -_ ,_ -- - -- -- - �- --- ----- - _ y _ O r. . _ _ _. - w _ . _ -- . , - r.. . .. Q I 1 . ,� _aa s. 1 , n 1 n ;G , n , " r: r n r 11 , „ , " r n _ J01A _, r , n , - i r ;I , n , r, , n r n c p I . 3. LEDGER FRAMING NOTES: N 20 20 -,20 .:20 20 20 20 20 20 20 20 20 20 20 20 2, 0" 2' 0" -20 .� M M O - - " - - - - -'- - " B102(4) 1 O ;-' •FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY 1 - - -- - : _ 1 t- - - - - -'I I wo 7� r I ' JO1A SUPPORT WITH FASTENING SHOWN BELOW MAX 24"O.C. IN IN I '� I I 1 1 - I 1, _. _ _ _-z_ __ - - - - r _ t-: �, .:-_ ,_�. � . ., . I. � �- _,� .�._., �,�.,'I, a: II I Q) 'I SPACING) 00 11 O O ° 1 _ ' • -_ , - + - _ ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED �:I J09B(19) o - O O 1 - - I h JO2 TIONS ON PLAN J01A rl Z 1 Z I1 - - - - m J02B rn Cn LOCA I 1 0 ti A •SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION ' wI J03B AGAINST CORROSION I.{ 11 d. ,7 I I - - - fi = _1 I - IN ACCORDANCE JV/FRC 507.2.1, EXTERIOR DECK LEDGERS N r.;11 I,. I 1I I1;: I I: 1 ; a, MTS12 ,1 J03A SHALL BE SECURE TO WALL F JO$ -1 - - - _- --- � (D __ RAMING WITH WOOD SCREWS _ ' N 1 I GO1 I'I AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M 1 I� I I MTS12 O LEDGERS ARE FOR INTERIOR USE ONLY. - 1 I 11 J _- : - : 11 9 1 : t, _ �'' - GO?' ROOF FRAMING LEDGER: w N ° --- :1,N LL I � I I 1 k r! - HTS20 3 O 1 4+ _ - _- -- ! I I 11 I O q ;11 2x6....................(4)12d COMMON J - j 1 1; _1 - =-- "__ - - N J I per- , „ - - HGUS26-2 -- - '' - -- 1--- -- -- I, -- - - - - 2x8....................(6)12d COMMON _ 11 1 '4 R01 2 HTS20 - `' -- W 1.— --\- r • , --,- I 2x10.................. 8 12d COMMON A02 - - -- - - _ -- - ( ) _- ; - ---- - - - - -. _ - - --- - _1 j i O d I 2x12..................(,0) 12dCOMMON z ,� - MTS12� HTU26 I b,� �I �i GO3� O I r r - - - -- - I �.;1. FLOOR FRAMING LEDGER(W/NAILS): N HTU26 -- I - 1 - ---- -,-- ____ A03 ' `- _ I I c ,1 PT 2x6................(3) 16d COMMON , 0 -- ---- - --_ - _ -- ; 1 �,_ U TIN MY-, -- - - - 2 O �} I p 0 0 O 1 }. A i 11 r_ 2- -- 2- 0-- }V- I--- 1,—-0 _ 1 5 /16 MTS12 J ' GO4 PT 2x8................(5) 16d COMMON �` 1 A04 HTU26 t PT 2x10..............(7) 16d COMMON Q 0 -' -' _ - - - --- --- I b 11 II 1 IPI N - ti . , a r1 'F ---- --- ___.._.z _..--- -.- _ -----_- -F- - - - - - _ - r A .i _. ,-, - - - ---- ----- ' -- -- - - - ---- -- --- r - - - - -�_- --- PT 2x12.............. 9 16dCOMMON - _ -- -_ .- -- _ -- -- - - -_ -__ - - m r n O N I 1 r` ti 1 III, __- {---- _y --- - I --- -�- - ---------- - -- - -,, - - 1 A t- #- O C""""""' _ I II W O _ FLOOR FRAMING LEDGER(W,'SCREWS): d � -7 11 i�� ! "I N - - - - ---- - . ---11 I'1 l It HTU26 1I �� JO i(3) N AO5 - - - HTU26 1I w ! 'I 1 O O r r� GOSI Or I1 O PT 2x6................(3)'/<"x 4-'/s"LONG#14 WOOD SCREWS W 1 - - --- ----- - _ -- - - - __ _ -- -- - ----- --- --_ --- ,! z z M. JO � - - -- - -_ -_ i � T____Ill II r , I. __ - -- - - - - --- 1! - ".�'� I 2x8................(5)'/a"x 4-'/i'LONG#14 WOOD SCREWS 1 --- - -- - -— PT U I r 4 1 _- `, I rHTU26 00 - ° G051 1 PT 2x10..............(7)%"x 4-'/2'LONG#14 WOOD SCREWS � ■ - -- ---I I I i. OI _ I I I -� IIIIIIIIIIIIIIIIIIIIIIIIII 1• K REQUIRED,:I �' �i I'i M O I PT 2x12..............(9)'/<"x 4-'/2'LONG#14 WOOD SCREWS U) ", - A06 - - - --I1 - -- - BRG B N -- - - - - - HTU26 i J02 l _ - _ -- _ 41 rt- - - - ---_ - - SEEN TE 2 J ti,, I I: ,. S p - 11•TRUSS TO HDRI'W/ 'I ,_s-f 'I HTU26 L- I - - __ _ + 1 4. OVERFRAMING NOTES ` C� HTU' -" �`�" 11, O A ,11 GO4AI •ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. O - - -- - -- --- -26 : - ? 1 111 F 1, O r: - I ' •ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 3HT2 J03 � _ - -- -- --- - ; O 0 N OR Cn O I O I � I N i N I N M _j IL DECORATIVE BRACKET,TYP---,, Uj -I! J_ z - 0 ( 07 2x6 1/1 i U Cq I i ST-6 I Q C (2)2x6-1/1 d' ( 2x6-1/1 (2)2x6-11%1 (A I J I Q - - -- -- z - - - ii G7 _ - � X0z 20 IL u 0 Qzwa Q � rn 0wL, QZ -- - N ❑ ❑ � F ZtiUIOWpN � w w0 W ❑ W W W (n N - - U) OOmd ZMt >- wz � ❑ -_ - - - W 0- 0IIIwtoFtnW � W H 0 U Z Q2 � NJ❑ MCFI- MZWQLL Q � ZHZWI❑i zLL1pl_ ❑ ❑ O W w a I M ❑ W J O Q M m L7QWWaZWWZN_ OQ W t DECORATIVE BRACKET,TYP W Z O W H ZOP Q p w N - m 0 W W W Z _X Q W U Q N W Z Z WWQWa2f- OVHZUIWW Z I � Z Q p � = 1 0 0 0 < w o ----- — - Z WWoQmZ_ N �Q � Z3 � � Q W W ? 0I0w [W7H N _ � � Dn (2}2x6-1/1� (2)2x6-1i1 (2)2x6-1/1 (2}2x6-1 �2)2x6-1/ (2}2x6-1/1 Q � F- IZPI- LL YOZWOO - F- ZL] Q - 0M02 w ZQ ❑ W Q J I O ❑ FRAMING KEYNOTES 0 _ w1-- K3N1w40 � t- ? nn (2)2x6-1/2 W (2)2x6-1/2 - (METAL CONNECTOR) - t Z SHEET NO.: NOTE 1 NOTE 1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 �+T_A 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. ~ V `'� (2)2x6-171 (2 2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-11 (2)2x6-1/1 - STRUCTURAL -- 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE a FRAMING PLAN i INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. JOB NO.: 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: O AT0982 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS Q BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. Q B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR SUBDIVISION: DECK TO SW DBL TOP PLATE W/10d 3"O.C. O Atlantic Beach 4. PORCH BEAM FRAMING NOTES LL Country Club a A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV LOT NO.: 2 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. O ST TOP OF BEAM ELEVATION EQUALS TOP CF TOP PLATE. z 65 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEVPLAN: PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. 0 CustFLOOR PLAN: J C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR Z DESIGNED: PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, _ MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U DAE/J M L MSTA24. W I--' REVIEWED: D. BEAM ATTACHED TO EXISTING FRAMING W JPA ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS d W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Q REVISIONS DATE 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. –� 6. HIGH UPLIFT CONNECTION: m " •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600 0 @ 24"O.C. W •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL z STUD"@ MAX 32"O.C. ! 1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR 0 (2)SDWC15450 @ 24"O.C. W •TOP PLATE TO HDR W/SDWC15600 @ MAX 16"O.C. 7. PLANK-ORIENTED HEADER FRAMING Z A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 z EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON - DETAIL SHEET, 0 A EX E. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH H STRUCTURAL ENGINEERING HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT U OF PLANE WIND LOAD. LL Q ��r 8. BALLOON FRAMING �.. (� �` •( P A!� A. BALLOON FRAME WALL W/2x6 NO.2 SPF @ MAX 16"O.C. — �� B. BALLOON FRAME WALL TO TRUSS BCTTOM CHORD W/(2)2x6 @ 16"O.C.OR o" }' ��l�••• C'E N SF••�'p 2x8 @ 16"O.C. 0 No 58544 ••• 9. PACK OUT GARAGE RETURN SOLID W/(1)JACK/(2)KINGS @ EACH HEADER, V J •; STUDS TO SLAB W/ABU66. W Z = STA OF • 4/ LL w LL U � •w CUPOLA/ ATTIC STRUCTURAL PLAN 1 /4 If11011 W SNA; ��`% a. e .Arneson, P.E. METAL CONNECTOR ENGINEERING Q No.58544 04-20-2017 ROOF FRAMING KEYNOTES NOTES APFLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN •SHEAR PANEL TO SW DBL TOP PLT W/10d @ W O.C. •FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. will,NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW' DETAIL,SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK •BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. will,ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W((3)ROWS 10d @ 4"O.C.STAGGERED. O O 3. LEDGER FRAMING NOTES: N •FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY LO SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"U.C. N SPACING) o0 will,ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED O LOCATIONS ON PLAN O Cn will,SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION , AGAINST CORROSION •IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK LEDGERS N SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS N AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M LEDGERS ARE FOR INTERIOR USE ONLY. J LL ROOF FRAMING LEDGER: " 2x6....................(4)12d COMMON J 4, b„ 2x8....................(6)12d COMMON J 2x10..................(8)12d COMMON 5 - - 2x12..................(10)12d COMMON O M M 0 FLOOR FRAMING LEDGER(W/NAILS): Y PT 2x6................(3)16d COMMON U PT 2x8................(5) 16d COMMON f PT 2x10..............(7)16d COMMON __ PT 2x12..............(9) 16d COMMON " �J13 I J 13 i O FLOOR FRAMING LEDGER(W/SCREWS): d' M01 - PT 2x6................(3)%s"x 4-Y2"LONG#14 WOOD SCREWS W O PT 2x8................(5)%4'x 4-%"LONG#14 WOOD SCREWS H r 1 PT 2x10..............(7)%4'x 4-'/z"LONG#14 WOOD SCREWS PT 2x12..............(9)'/4'x 4%"LONG#14 WOOD SCREWS �- _ �— p C)I 4. OVERFRAMING NOTES - N O will,ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. O will,ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. V p will,FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Y N COMMONS MIN. MO 1 -- -' will,EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. d ,' •ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. Z J13 _ J 131 .FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -- - RAFTER WHERE APPLICABLE W/(5)1 od COMMONS MIN. M ',`t' SII M j �(p � "� RAFTER SPAN SCHEDULE CD SPACING LUMBER SIZE dam' X 0 Z I ❑ 2x6 2x8 2x10 2x12 Iiln. U 0 Q Z a M Iq Q O m O W W Q Z 12" 14'-5" 18'4" 21'-8" 25'-6- ti LL 0 1WvPQ W O 16" 12'-6" 15'-10" 18'-9" 22'-1" tiEQ ❑ M H m ❑ N a w n z m Q � WW z0m4a < 0WLL ❑ 24" 10'-2" 12'-11" 15'-4" 18'-0" O H a j D N f- 0 U I 20 L.L./15 D.L.#2 SYP z 0 a W 0 N W H 0 �` W N D CEILING JOIST SPAN SCHEDULE Z a 0 Q L7 U1 T W W W 1- W w w O.C. LUMBER SIZE z QIOQoa1- aZW < W SPACING Cl) QHZ ❑ W ❑ ZWa0200 2x.4 2x6 2x3 2x10 m 0WWwIM000W ] 0QItW E5 M 12" 11'-10" 18'-8" 24'-7" 26'-0" Z Z Q X W O W PON 1 O Z 16" 10'-9" 16'-11" 21'-7" 25'-7" W W W Z W X Q W U Q W W Z 24" 9'-3" 13'-11" 17'-7" 20'-11" Z W W Q w IL � F D 0 F z 6 W W Z I } Z Q O Z Z a D D O Q W Z 10 L.L./5 D.L.#2 SYP Z Z 0 0 Q Co LL Z N W Q � Z 3 z F- W o W W J Q 21 61' 21611 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY W 0 C7 w CW7 H N W Q U BUILDER IN ACCORDANCE WITH FRC R302.12. I Z Y Z w O 0 w FQ- - ---- � 6. •2x6 x 12'SYP SCABBED RAFTER TAIL;ATTACH TO TRUSS TOP 0 W Q . Q � _j � I M 0 0 `— ? � n� 3arnQz00 CHORD W/(2)ROWS 10d @ 6"O.C.,STAGGERED. 0 NO •SPAN FULL LENGTH OF TOP CHORD IF ADEQUATE BACKSPAN J - „ IS NOT AVAILABLE. - � Z SHEET NO.: 7. will,(2)2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS BELOW O J13 4/I, I_� V J 13' WALL ABOVE c�� /`1 will,ATTACH BLOCKING TO TRUSSES W/(4)10d TOE-NAILS EACH END ROOF FRAMING - - - O J15 a PLAN J 15 J15 � � IJ a" 0 JOB NO.: � II n n u n 2_0n 2� 0 2� � 2i 0 2� � 20 U J 13 J13 o AT0982 +� - - - - SUBDIVISION: I M 00 0 Atlantic Beach J r l�oz(6> o UL Count Club O ,� a 191 011 LOT NO.: z_ 65 3 Ur FLOOR PLAN: 0 Custom O Z DESIGNED: DAE/J M L W REVIEWED: W JPA i Q REVISIONS DATE 1 C13 W z O W y- z 0 A EX V O STRUCTURAL ENGINEERING ILLV U. Q ``,��+t�u��rrrrri TRUSS ENGINEERING NOTES: �,.,,�F�•.y�c'F'nis�Fs00 0 „ No 58544 • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL O TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING Z 'cr �� — �o TO THE TYPICAL WALL SECTION SHEET. ST T'E of :'<v� SECOND LEVEL ROOF FRAMING PLAN 1 /4 - 1 d W = �• � N` � W rrO„A, � d. .Ameson, P.E. METAL CONNECTOR ENGINEERING ¢ No. 58544 -20-2017 � ---- TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP: SHEATHING SPECS, SHEET ST-1 (1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. TI H 2 SYP BLOCKING E FIT 36„<C<8, "(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND - TRUSS OR RAFTER TO TOP PLATE W/ TIGHT BETWEEN TRUSSES, SEE PLAN OTHERWISE (3)10d TOE-NAIL @EACH END, � / SDWC15600 INSTALLED FROM BELOW BLOCKING MAY BE OMITTED _ PLATE AS SHOWN IN INSTALLATION#1 \ -v BELOW. J FOR HEEL HEIGHTS<9" w H2.5A/T OM0 R SDWC15600 N WALL SHEATHING TO TOP PLATE W/8d 2 - JACK/KING COMMON,SPACING PER TABLE 2 ST-1. CONNECTOR TO INSIDE '/4 BETWEEN TOP OF WOOD PANEL GROUP FACE OF STUD 04 ■ - AND CENTER OF FASTENERS. 4 2x6 NO 2 SYP BLOCKING AT FIRST � TRUSS OR RAFTER TO TOP PLATE OPTIONS, UNO: TRUSS TOT P PLATE /T-- E CORNER OF BUILD NGE EACH N •H2.5A/T SDWC15600OR H2.5A/T TYPICAL TRUSS TYPICAL TRUSS BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: C •SDWC15600 INSTALLED @ INSIDE FACE TO TOP PLATE TO TOP PLATE N OF PLATE AS SHOWN* CONNECTION TYPICAL CONNECTION PLATE' TOP PLATE TO HEADER W/ CM H2.5A/T OR SDWC15600 @ HEADER JACKIKING -PROPERLY WIND LOAD RATED SOFFIT MATERIAL EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL GROUP AND @ MAX 32"O.C.,SDWC MAY BE CONTINUOUS @ PERIMETER. SEE TABLE 1.:COMPONENT TOP PLATE TO STUD W/ L INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURES_ON SHEET ST-1. SDWC1560 OR H2.5A/T TYPICAL TYPICAL N O.C. (SEE HEADER EXTERIOR WALL L INSTALLATION DETAILS BELOW L EXTERIOR WALL EXTERIOR WALL FRAMING NOTES ON SHEET ST-1 FOR ALTERNATES) W - 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3_MAX!MUM BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUDSPACING. ROOF STUD ALIGNED DIRECTLY Z BEARING ONLY. -- --- BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING * _- PLAN SEE INSTALLATI N#2 BELOW 0 co TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF Q� O (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) - C N -� O �-•ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN 1/2"x10"L-HOOK MIN%2"36 KSI W / SQUARE WASHER: ` ANCHOR BOLT THREADED ROD MIN%"Ox 6"TiTEN HD MIN%"Ox 6"TITEN HD MASA TO TOP OF FW- EACH SIDE OF OPENINGS OR HILTI KWIK HUS-EZ •TWO STORY-STUD TO BOTTOM PLATE @ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) • ' HEADER JACK/KING GROUPS AND @ 48" .WITHIN 12"OF END OF PLATE SEGMENTS / DO NOT USE J-BOLT AT ADHESIVE(OR 10d x 1%2' O.C.W/SDWC15450 APPROVED EQUAL) •MAX 48"O.C.OTHERWISE TO TOP OF WOOD i, i,,, HOLD-DOWN 2'DIA,x 22 MIN •SINGLE STORY-STUD TO BOTTOM PLATE EMBEDMENT @ HEADER JACK/KING GROUPS AND @ CONNECTORS PLATEOf 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE APPROVED 32"O.C.W/(2)SDWC15450 WEDGE ANCHOR •SDWC MAY BE INSTALLED TO EITHER FACE WALL SHEATHING TO PT SILL PLATE WITH 0 OR EQUAL @ 48" OF STUD,SEE INSTALLATION DETAILS 8d COMMON,SPACING PER TABLE 2,ST-1 MASA TO SIDE OF 8EMBED AT STEMWALL O.C.MAX W/2" BELOW � " BOTTOM PLATE W/(3) Y SQUARE WASHER9 2'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1%" If _ AND CENTER OF FASTENERS. MONOLITHIC OR MONOLITHIC Q a a TT MONOLITHIC OR - MASA SET/2'TO THE a a a r t STEMWALL FOOTING STEMWALL FOOTING FOOTING ONLY i a. a d -MINIMUM 1"/MAX%4"GAP BETWEEN PER PLAN APPROVED ADHESIVE J INSIDE OF SLAB. Z a BOTTOM OF PANEL AND TOP OF SLAB. 0 < d a OR EPDXY ANCHOR nY MIN. ~ MONOLITHIC OR s F MIN 1/a - MONOLITHIC /�/,` s „ STEMWALL FTG PER FOOTING ONLY 07 \/�%\ • a• /�\�/� a d /x�//\�'/ ��/� I 1/a PLAN 1/2" DRILL & %2 f?J SCREW ANCHOR ti w w � Q o ° - %2" 0 SCREW ANCHOR " \ --- --- IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE a n ❑ z M N //\ EXTERIOR SHEATHING TO RESOLVE %2" -BOLT ANCHOR EPDXY ANCHOR MASA ANCHOR Q m o w Q z • a • a ��/ WALL UPLIFT AND SHEAR AT SILL 1� � In 0 0 Z it Z amp p J N It PLATE. TYPICAL, UNO. _ TYPICAL BOTTOM PLATE ANCHOR OPTIONS r J p z W J m J Z z 0 -� o WWV > pNwwOpm2p �- - akww pmQMQOwtL TYPICAL WALL SECTION BOTFOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: Z O a . ° w J p w - p 0 (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQ IRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE j2y4%21/�" Cl) p 0 m a Z It w >- m Z � 0 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. 07 Z M 0 a } w w � N N 0 Z ti NON-TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF i%2"NAIL PENETRATION INTO W Q d F < 0 N I w w to I- N w M TYPICAL WALL SECTION NOTES: w O w I I w ° Z a 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. - Pressure Z Q I I- N J M M � F- M Z w Q LL (UNO).MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR UST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE • US�ALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER treated sill H 0 Q 0 a. ° Z d p o 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. 4. ALL.BOLT AN HOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. p w w a I Z _ 0 w J p Q WOODS UCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND 00 ° Q L3 U Z W W z M 0 Q I w 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 30 •• s „ I SDWC 15450 at sill plate connection - Z Q W ° p Q 0 w N Z • / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL W M - 0 X Q Z ° 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK 10° 0°Finish:Black E-Goafrm w Z w U Q tL Z WALL"FRAMING APPLICATIONS.AT"SW'WALL,OSB OR PLYWOOD MUST BE INSTALLED Optimal 22/2° W w Q w I Po a p to w w TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Z Z I r ZW 11 Q M Z Z J g O O I.- w Z Note:Sill plate anchor to foundation not shown fcr clarity. Z W W 0 Q m Z N Q H Z 3 F Q SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER -� 11 SDWC STUD-TO-SILL PLATE CONNECTION W } _ WD D f Q F iQZzi � w Q u "NOTE TO FRAMER" "NOTE TO FRAMER" � �_ z n z P I- V D o z 0 w o z Q MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF D H z 3 N a m Q o ro F ? 0 o EACH STUD,(2)SDWC TO NARROW FACE EACH STUD,(2)SDWC TO NARROW FACE OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS LL Optimal 221/2' SHEET NO.: 10° 0° Rafter or Truss 3/a'min �a"n n -a grin �a" OZ �+ 4O'Ma %2'minimum ° I ngr F�- ST-5 ry230° edge distance Optimal 22%° > for full values Splice may be in 30° 10° 0 SDWC15450 • (with or without upper or lower MIN 12" EDGE 0 TYPICAL WALL Do not install SDWC in a plate splice) plate I DISTANCE QL SECTION hatched area W 0 JOB NO.: -SDWC15600 '�� %2"Max 3"+/%4' AT0982 ty2"Min Offset%4"from .top plate splice SUBDIVISION: Overhan 3/4'Max SDWC15 00 for full values MIN/Y EDGE DISTANCE o Atlantic Beach Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 -J i Rafter o Top Plate shown SDWC15600 \-SCWC15600 (1)SDWC (2)SDWC U- Country Club SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 - Truss to Top Plate similar Note:Stud-to-Buttom Plate shown.All other installations similar. Q STANDARD SDWC ROOF TO WALLflVSTAL1ATIaV STANDARD SDWCROOFTOWALLINSI'ALLATIONRANGE OPT.SDWC INSTALLATION-TRUSSIRAFtERALIGNEDWI WITH DPT. SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE14 1 OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT.SDWC STUD-TO-SILL PLATE CONNECTION SDWC EDGE DISTANCE AND SPACING INFORMATION - LOT NO.: 1 1 a 2 2a 3 (SIM FOR STUD TO TOP PLATE CONNECTION) CONNECTION THROUGH NARROW FACE 4a AT NARROW FACE OF STUD 12 THROUGH NARROW FACE AT FDN 1 Z 65 FLOOR PLAN: 0 Custom CONTINUOUS LATERAL RESTRAINT WEB 0 s- MAX as^MAX �s"MAX DESIGNED: (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO BRACE SUBSTITUTE OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. WEB MEMBER SPECIFIED ALTERNATE BRACING DAE/J M L W 11 (I I I I I SIZE CLR T OR L SCAB H REVIEWED: CONTINUOUS LATERAL RESTRAINT 2x4 1 ROW 2x4 (1)2x4 (CLR). QUANTITY AND LOCATION 2x4 2 ROWS 2x6 (2)2x4* DEFINED BY TRUSS SHOP DRAWING. T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 d JPA WEB W/10d AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4* Q REVISIONS DATE 2x81 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* I L-BRACE FASTENED TO m WEB W/10d AT 6"O.C. APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SINGLE TRUSS BRACING_ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LITERAL Z DO SO WITH OVERLAPPING BRACES > LIKE THIS(TYP EVE RYWHERE RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 0 WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W W REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND 2 1.4.Q s'MAX js"MAX 6°MAx TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Z TRUSSES NEEDING BRACING PERMANENT WEB BRACING :) A EX 0 H STRUCTURAL ENGINEERING LATERAL BRACING - MULTIPLE TRUSSES 1.ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO) U 2.SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LL CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. Q 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS �� 1( PAARP oi ��1 NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. ` 4.ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). E\ • i 5. DESIGNED PER BCSI-B3,2007. § 0 �,••••••••• �� No 58544 .2 w0 L) _ U ST E OF LL W W Itt, Q. 111110 Je P.Arneson, P.E. METAL CONNECTOR ENGINEERING Q E. No.58544 _- -- 04-20-201 7 OTOP OF WALL - -- - TYPICAL ROOF DECK HEADER PER PLAN --� BEAM ABOVE -; EA O EACH TRUSS/RAFTER TO I �; PER P AN. T OP PLATE PER TYPICAL i 3/"x 4"EM3ED ANCHOR BOLT WALL SECTION W/2"SQUARE WASHER i I REQUIRED IN THIS PLATE ONLY. f I SINGLE STUD TYPICAL(3) �L�- - � O OCORNERS. STUD MAY BE DOOR FAD N ORIENTED IN EITHER DIRECTION. GH � i T HE -PLANK ORIENTED HEADER `- PLANK HDR TO JACK N I SEE PLAN FOR SIZE STUDS W/(2)A35,TYP 00 -PT NO 2 SYP BOTTOM PLATE EACH SIDE OF HEADER TYP ALL(4)4 SIDES. O O BEAM (OR GABLE TRUSS) ABOVE PER PLAN. - STUDTOTOPPLATE@EACH PLANK HEADER FRAMING ELEVATION N M JACK/KING GROUP AND ATMAXLL - - - - - - 32"O.C.W/SDWC15600 OR H2.5T \ \ - 7/6"OSB FASTENED TO STUDS W/8d COMMONS @ 3"O.C.ALONG PANEL EDGES. W —DECORATIVE BRACKET \ J �\ DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z./ a 16"MAX 5 2x NO 2 SYP NAILER FASTENED 7 MAX Z -DBL STUD SUPPORTING BEAMS. EACH BEAM TO TO DOUBLE TOP PLATE W/12d \ 2x4 NO.2 SYP CATS @ 12"O.C. 0 STUD GROUP W/HTS20 OR MSTA24. COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP 2x4 NO.2 SYP NAILER TO A ADJACENT TRUSS W/(1)ROW PLATE W/(4)12d COMMON AND BOTTOM CHORD OF TRUSS W/ Y o -2x4 NO.2 SPF @ MAX 16"O.C. OF 12d COMMON @ 3"O.C. TO EACH ADJACENT TRUSS W/ 10d COMMON @ 3"O.C. Q (3)10d COMMON TOE-NAILS. STUD TO BOTTOM PLATE @ EACH TYPICAL BOX COLUMN DETAIL JACK/KING GROUP&@MAX 32"O.C. TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRL!SS BOTTOM CHORD Nmc W/SDWC15450 OR H2.5T ACTUAL.BEAM ORIENTATIONS MAY VARY' -PRE-ENGINEERED ROOF TRUSS NOTE: PER THE FBC 5th EDITION(2014)2304.11 PROTECTION AGAINST DECAY 7/6"OSB SHETHING FASTENED H AND TERMITES,THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP ■ COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD PLATE W/8d COMMON @ 3"O.C. U OPT#1 -BOX.COLUMNS OWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL � SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" FASTEN TOP PLATE TO EACH 7 OTHER WITH(2)ROWS OF(4)10d VERTICAL SEPARATION FROM GRADE. 16"OSB ATTACHED TO STUDS 6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD. WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" U OPT#2-BOX COLUMN SF OWN IS TO BE INSTALLED WITHOUT THE SPECIFIED O.C.ON EDGE, 12"O.C. IN FIELD. O.C. ON EDGE, 12"O.C. IN FIELD. �/16"OSB ATTACHED TO STUDS - - NO.2 SYP BOTTOM PLATE TO SEPARATION AC',ORDINC TO OPT#1,AND MUST BE FRAMED AND WITH MINIMUM 8d COMMON @ 3" � TRUSS TOP CHORD W/SDWC15450 SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 Q @ 24"O.C. d INTERIOR SHEARWALL DETAIL z (�_,�GARAGE CUPOLA DETAIL 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS F_ BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. I- ST-6 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE Z) THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. LO X p } a Z 20 dU Q p ZOui n 3 U) 0W1iw0_ Lin Q100 ? ILL 0I- ZvmpwUNM ~ QII-- ww0 z- 3m4 � QjwLL 0 ROOF DECK Z wa0 wOwQwWwwNp TRUSSES PARALLEL TO WALL: ROOF TRUSS W p 0 m a z w J W z I" 0 2x4 SPF(M:N) NAILER FASTENED OR RAFTER z a 0 Q (wn I w W rn I- w w TO DBL TOP PLT W/10d @ 3"O.C. W a w I- 0 w I- I I W 0 Z U TRUSSES PERPENDICULAR TO WALL: 2x4 SPF(MIN)BLOCKING � Fa F I'- Q p a 0 z F a z w 03 p 2x4 SPF(MIN)BLOCKING BETWEEN EACH TRUSS. FASTEN 0 W w a = M w p W J Q a BETWEEN EACH TRUSS. FASTEN TO BEAM w/10d @ 4 O.C. m U' Q W U Z a a Z = w TO DBL TOP PLT W10d @ 4"O.C. TRUSS TO PORCH BEAM ft Z Z Q X H 0 p P 0 - IL' 0 Z ROOF DECK,SEE TYPICAL W w w/SDWC15600 W w - Z w X Q W U Q M N- LL E9 WALL SECTION % Z ww < MWIFp � HZ01 ulww ' i � I } z < O - - [L o �7Qw � s [7 Oz } LLwwa � N ? ZI - TRUSS TO TOP PLATE W/ ,/ - /8 OR THICKER CDX Z w w Q m Z - a Q M Z - F Q SIMPSON H2.5T OR SDWC15600 36"LONG SPF SCAB W/(20)10d TO / OR OSB FAST ENED TO W z I - w p m w Q m I- D CORNER STUD ONLY WHEN HOLD TRUSSES, RAFTERS w - 0 0 w 0 � m j a w D E 2x4 NO.2 SYP DOUBLE TOP 2x6 / Q I Q Z } Z I Q :1 a - p Q DOWNS ARE SPECIFIED ON PLAN. 2x WALL FRAMING - OR BLOCKING W/8d p � � I Z F H Y 0 Z w G w � � PLATE. HTT5-- I_ COMMONS @ 3"EDGE, PORCH BEAM Z U Q E o a 0 I w p Z Q SHEATH INSIDE FACE ONLY IF---� � 2x SPF CORNER STUDS \ 12"FIELD. 0 � Ll ? 3 N a w Q a m ? o U NOTED ON FRAMING PIAN. \ MIN 36"SCAB W/(20)10d TO PORCH BEAM TO POST: J ACCEPTABLE TO STOP ° FULL HEIGHT CORNER STUD WOOD STRUCTURAL (1)MSTA24 LL SHEATHING AT GOAL POST ALTERNATE CORNER DETAIL SHEATHING POST TO SLAB: Z SHEET NO.: 77 - - - - _ _ ABU POST BASE ANCHOR O ST-6 FASTEN STUDS TO CORNER OR DTT2Z X (UNLESS NOTED OTHERWISE) STRUCTURAL N M • STUD GROUP W/(2)ROWS 10d @ TYPICAL PORCH SHEATHING DETAIL i _ 6"O.C.,STAGGERED.STOP NAILS � AT BOTTOM 24"OF STUD FOR THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES i PRE-ENGINEERED ROOF TRUSS UNLESS NOTED OTHERWISE. a DETAILS JACK AND KING STUDS.SEE— CONNECTOR INSTALLATION PLAN FOR QUANTITIES. / HTT5 O JOB NO.: STUD TO TOP PLATE @ EACH SHEATHING WALL JACK/KING GROUP AND AT PLAN VIE SHEATHING U AT0982 GARAGE RETURNS TO BE -� Q MAX 32"O.C.W/SDVJC15600 FRAMED AS 2x6. SUBDIVISION: OR H2.5T _ o Atlantic Beach DECORATIVE BRACKET AT HEADER AT CORNER 4, EACH JACK TO HEADER W/ T ADDITIONAL WALL STUDS Country Club SIMPSON MSTA24. i @ MAX 16"O.C.AS REQUIRED Q STUD TO BOTTOM PLATE @ EACH 16"O.C. I I - JACK/KING GROUP&@ MAX 32"O.C. FASTEN SHEATHING TO x DTT2Z z L�65 i W/SDWC15450 OR H2.5T GARAGE RETURN STUDS, CORNER(3)STUDS MINIMUM AT N TOP PLATE,AND BOTTOM I I x 10E J N0.2 SYP BOTTOM PLATE FASTENED TO PLATE AS SHOWN W/8d >_Ur FLOOR PLAN: i TRUSS TOP CHORD W/SDWC15600 @ 32" COMMON AT 3"O.C. O custom O.C. INSTALL(1)SIMPSON HTT5 AT J CORNER END OF RETURN. JACK AND KING STUDS. SHEATH FRONT FACE O e'DIA.ALL-THREAD W/2" SEE ALTERNATIVE HOLDOWNZ DESIGNED: SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT ROUND WASHER DRILLED OPTIONS IN NOTE BELOW. 3"ON EDGE, 12"IN FIELD. AND EPDXIED INTO = DAE/J M L U \ CONCRETE W/7"EMBED W� H REVIEWED: KING AND JACK STUDS INSTALL(1)SIMPSON HTT5 - ( CORNER STUDS. ? PER ENGINEERING W AT HEADER END OF BOT i OM PLATE JPA a RETURN,AS SHOWN.SEE EACH JACK STUD TO GARAGE DOOR BUCKIJAMB NAILED Q REVISIONS DATE ALTERNATIVE HOLDOWN i HEADER WITH MSTA24. TO STUDS W/(2)16d COMMON OR OPTIONS IN NOTE BELOW. � HOLD DOWN OPTION 12d CC NAILS @ 16"O.C. z z IN LIEU OF ABU66: t z z w• NOTCH STUDS 18"MAX = MONOLITHIC FOOTING OR I I FROM BOTTOM PLATE WEATHER STRIPPING/STOP m m I m STEMWALL. I I (MAX(1)KING STUD I GARAGE DOOR SPECIFIED ON PLAN MAY w �) BE NOTCHED) -------F------ Z -� - I I •INSTALL DTT2'Z W/12" SIMPSON ABU66 POS I LONG x%"DIA DRILL AND -------------- O -` - BASE. o I EPDXY ANCHOR w PRE-ENGINEERED ROOF TRUSS ELEVATION VIEW o •:,I I T Q 2x6 SYP GOAL POST ATT HED V x 12"EMBED. DRILL AND- TO STUDS W/(2)ROWS OR 3-Yz' NOTE: Z EPDXY ALL THREAD ANCHOR. GALV DECK SCREWS @ 12'O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR z GOAL POST ATTACHMENT, THE GARAGE Ty Y2'HOLD BACK OF FRAMING DOOR SUPPLIER MAY SPECIFY A FASTENING O EX Gq GARAGE RETURN ONLY IF SPECIFIED ON GARAGE DOOR TRACK ATTAHED PATTERN OF THE GARAGE DOOR TRACK STRUCTURAL ENGINEERING f ARCHITECTURAL DRAWINGS. PER MANUF EN DIRECTLY TO THE KING AND JACK STUDS, ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: SPECIFICA IONS THROUGH THE GOAL POST. V JI (1)S T HD14=(1)HTT5(MONOLITHIC) (2)PA51 =(1)HTT5(STE WALL) LL_ (2)'!4 x 2-%"TAPCONS=( )ANCHOR BOLT GARAGE DOOR JAMB DETAIL Q `` P" to % �E� ARNP a !�� F•.��G•E NS •.;Sp2 0 No 58544 ELEVATION VIEW � W z V = 9• E F '•441 2 GREAT ROOM CUPOLA DETAIL LL F- ST-6 GARAGE RETURN a x ' NAX- G2 w 11111110 a .Arneson, P.E. METAL CONNECTOR ENGINEERING Q P. No. 58544 04-20-2017 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 3' CONCRETE SLAB W/— 0 6x6 W1.4 x WI A WWF — — — — — — — — 8"MIN OR FIBERMESH r\\ \\ \\ \\ \ \ 28"MAX 0'-0"A.F.F. / l -rr-°--- -a -- --- a � i VARIES \%\\ �/ VAPOR BARRIER / I\ \ \ \ \ "- ° ,12 MIN./ //\//\//\//\� Ni 4' FOOTING TO BEAR ON / 6"OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN - -- "--VAPOR O 12"UNDER 1 STORY WALL F 12"UNDER 1 STORY WALL BARRIER CN WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 WITH(2)#4 OR(2)#5 CONT BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL 16"UNDER 2 STORY WALLOR WITH DER3)#4 OR(OR CONT WITH(3)#4 OR(2)#5 CONT Ot ■ -- ----- O Cn O 1 MONOLITHIC FOOTING ECT ION BEARING CURB STEP SECTION ' IF GROUND ADJACENT TO FTG SLOPES DOWN N AND AWAY FROM STRUCTURE STEEPER THAN T-0"VERTICALLY PER T-0"HORIZONTALLY, M CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE LL LL OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING W J J Z O 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF J'-0"A.F.F. OR FIBER MESH (BEYOND) _ 8"CMU CHAIR BLOCK W/ 4"FLOATING CONCRETE N U-BLOCK W/ Q 1 #5 CONT TOP OF SLABA (1)#5 CONT. SLAB W/6x6 W1.4xW1.4 00 ( ) z w WWF OR FIBERMESH z w O `° pz_n --- --- rr FINISH L) • _ O GRADE VAPOR BARRIER /\/ /\/\LO, /� /\/\/\//\//\//\//\/�\ \��\�\�;\`o #4 OR#5 VERT REINFORCING UP TO 3 COURSES: 72"O.C. \/\ /\/\ #4 OR#5 VERT REINFORCING -----� _ i // 4 TO 5 COURSES: 48"O.C. .`//\\/ /\\/1\// , UP TO 3 COURSES: 72"O.0. \, \ O 4 TO 5 COURSES: 48"O.C. - .r ~---.. ------_ V \// •o e--6 //�\/ j\� • • a ADDITIONAL#4 OR#5 IN FOOTING TO BEAR ON FIRM —\ ;r FOOTING TO BEAR ON FIRM //� / BRICK LEDGE ADDITIONAL#4 OR#5 Z UNDISTURBED SOIL UNDISTURBED SOIL IN BRICK LEDGE O 4"OPT BRICK LEDGE / / VERTICAL REINFORCEMENT VERT REINFORCEMENT TO --' \ (n NOTED ON FND PLAN TO HAVE 6"BEND AT BOTTOM HAVE 6"BEND @ BOTTOM N OPT BRICK LEDGELO NOTED ON FND PLAN 't X 0 z 10 CAST-IN-PLACE FOOTING SPECS CAST-IN-PLACE FOOTING SPECS ---- 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT a J Q Z � a N 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 UONT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q ] N 0 w a Q Z ap = 0YI- ° W0 LID J ❑ M ? F W 0 W U Z CMU STEMWALL SECTION CMU STEMWALL SECTION Q � a w Z ° m Q Q ° W 2 7 _ z WWw > prnwwOwZ I. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK a U1 Z paw ❑ ww _j pa FILLING BEHIND A STEM WALL, PARTICULARLY WHEN tT IS OVER 4 BILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT OVER 4 a Z a ❑ a } w w N N m ❑ Z w COURSES HIGH.SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES HIGH. SHOULD THIS CONDITION EXIST. RECOMMENDATIONS w Q a H Q L7 Ul I w W U1 0 N w a MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W F ❑ U 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. Z Q I 0 Q 0 a � � F a Z w -3 a ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0 w z a Z a X I p a w w I w p Q 0Y zQQxwoa �- 0� = Qaz W aw0 zQ < ix ILL 7 U Z w W Q w I1 M z z V � Z N w w ' zI � ZQazz � U0L7Hwz (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 VAfVF 0 - a Q ❑ Z z ° OZy aulwaaN - I.- - OR FIBERMESH �--- W wZJ2 - WD wwQ � F- a W u — Q = Q Z Z I Q U W p F Q _ - ---------- ----- --- ------ - ------------ ❑ F- H I z 1-1- V D Z w p W H a O ❑ W < a U ff ❑ I w ° Z Q c e d 0ILIz aNQo [JI ? ODU GARAGE DOOR - CMU WALL BEYOND //j •° /. (1)#5 NOSING BAR -- LL Z SHEET NO.: 16" VAPOR BARRIER o ST-7 SLAB W/THICKENED EDGE PAVING AT DRIVE PER PLAN PER SITE PLAN STRUCTURAL BEARING WALL FOOTING SECTION — — — -- °— -- - 0 DETAILS 0 JOB NO.: \��\ \r \\/��\ -- CMU WALL BEYOND ;> ;, v AT0982 Cl) \;A vv a \ V��y�Vv��,� \\ ` / \ 4 ° ° ° ❑ SUBDIVISION: a �— TYPICAL FOOTING TO O Atlantic Beach 4"CONCRETE SLAB W/ (2)#5 BARS CONT.W/#3 BAR �\ \ , —S— y;\' CONTINUE AT DOOR LL 6x6 W1.4 x W1.4 WWF OR TRANSVERSE @ 32"O.C. %% � • •� •° • '/i�%'/ OPENINGS BEYOND Q Country Club FIBERMESH \//\ ;, . \\ 0'-0"A.F.F. /i i j�//:<. %%i�/i..,/,' LOT NO.: VARIES 1'-0"MIN Z 65 00 FLOOR PLAN: 8"MIN Q GARAGE ENTRY CMU STEMWALL SECTION \r r, /, V 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Custom 8"x8"THICKENED 8" FILLING BE '4D A STEM WALL, PARTlCUL.ARLY WHEN IT IS OVER 4 FTG AT STEP-DOWN, COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z DESIGNED: SEE PLAN VAPOR BARRIER MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W DAE/J M L 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. F- REVIEWED: CURB STEP SECTION 4 a JPA Q REVISIONS DATE m 6" 4"CONCRETE SLAB NO 4 OR NO 5 @ 18"O.C. Z W/6x6 W1.4 x W1.4 W/9"BEND @BOTTOM WWF OR FIBERMESH VARIES ° 8"MIN W ° 28"MAX Q /\/7 \/\ ° ti/ 12"MIN.`/ / 0 E X VAPOR BARRIER //\ \� r /� /i / STRUCTURAL ENGINEERING 6"OPT. EXTENSION IN BRICK U_ LOCATIONS ON FND PLAN LL 12"UNDER 1 STORY WALL WITH(2)#4O OR 2#5 CONT ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE CL ��`,��•E•N S� s0�ii 16"UNDER 2 STORY WALL 0 WITH(3)#4 OR(2)#5 CONT No 58544 W O * •• •• F GARAGE EXT WALL CURB SECTION V IF GROUND ADJACENT TO FTG SLOPES DOWN U = 441 AND AWAY FROM STRUCTURE STEEPER THAN (� TA E O F V-0"VERTICALLY PER T-0"HORIZONTALLY, tL, H iii RXOP N��` CONTRACTOR HAS TWO CHOICES: X •• 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE / N p,L E��•`• OF EOR TO PREVENT EROSION OF SOIL. a- Arneson, P.E. 2. USE STEMWALL FOOTING METAL CONNECTOR ENGINEERING a . . No. 58544 04-20-2017 no aO U NF 0a4J aV OcrV oxx o cLW W o W W W W F -p W 0 Z a 0 W f- �W< <Zow <n cn `n>-cwia p ED d'W W M 0 Z a0 ICHC N 1: EeSI ]DENCE WWUVW�.- V)�NMq pNOMtp < O;;00 U LO W ZNV)r,ch F— oW 5 JQMJ COUNTRY = n of oLJT 65 , ATLANTIC BEACH CLUB - UNIT TWO V)= cn S p to Q W D VAL COU N Y FLORIDA O N U , W `V GOVERNING BUILDING CODES: LL o FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL U— o N NFPA 70 - 2011 NATIONAL ELECTRIC CODE o Q 00 M o EATLANTIC BEACH FLORIDA > (n oCaATLANTIC BEACH DRIVOCCUPANCY: GROUP R (RESIDENTIAL) cn M o CONSTRUCTION TYPE: V-B cc a. —j a � w W Q mQ =M d REF# 169 05 - 16 w = WztnW I- ( � m�N� = V Q to c cc �a� w SQUARE FOOTAGE TABULATION Q a�w �(n cc cc w W LIVING 3049z I— CO O Q - 004 M FRONT PORCH 212 M LU U- W U- ° l _ _ _ _ - _ _ _ __ _ _ _ _ BACK PORCH 600 U ° Q .00 GARAGE #1 707 p Q >- wY GARAGE #2 304 0U)COVERED DRIVE 110 0 <� Z9cc TOTAL COVERED 4982 � W a. Q o° M' ° c a _ cc cn.. / Lu -J N V W J C> 06 cc LU rn U- _ U1 U I 11J UUP_l1 �' o c 73 � �U 1 I _UINDEX OF DRAWINGS °° / 1�U0_i _100_ l ,UUP_ -UUP „ O _ J U _ AO COVER SHEET W � A1 . 1 SITE PLAN U A2 . 1 SLAB PLAN z W RPLAN o � A3. 1 FLOO _ O CUPOI ',/ ATTIC PLAN � U A3.3 SCHEDQLES & INTERIOR DETAILS cc LU \\ r 7 1. 1J- . -ILLULIL - j t!:Y �/ 1 �� A4. 1 EXTERIOR ELEVATIONS & ROOF PLAN a L-A � �� w A4.2 EXTERIOR ELEVATIONS�� 1 UOQ__ 1 UU��U�U_UUU UUU� jSIN FLOOR— :... _ A5. 1 B I L D I N SECTIONS IN ��oEN AVLL,6. 1 WALL SE , TIONS z A6.2 WALL SECTIONS CO a A6.3 WALL SECTIONS OFFICE COP LU1 Approved By Permit Desk 04 II a A7 . 1 FLASHING DETAILS Building Department City of Atlantic beach,FLM Ln E1 . 1 ELECTRICAL PLAN ' S STRUCTURAL DRAWINGSO (SEE LEGEND ON ENGINEER'S SHEETS) 60 i --- - Plan #: K1573 L Job #: 16-1148 SHEET NUMBER ,t< `k AUG — 1 2017 �I �• AO �o -p WU a�OCU L CWJaa-j wV O2~~axa Ua-w0 wowW W W- -p W F- criraFw z w a a V p O a¢xxWoo C~IWiLW.m�V1 N C�WIi W�,3r(n 534' (0934' 534' N w�i5 z w w �aNN}c>a W w w w m a Z a0 W W U 0 W a- 12.5 N 32°41'16" W &0,001 12.6 �F—xuj W a�O M Q ZNODM0c0 ( 1 L"j o I w _ V N n W N 10' B.R.L. 5.'e N:) ao I w a' n-0 5 S' 4134' U o of BACK X:`" r PORCH r ir �4 (PAYERS OVER N � N VERIFY CONC SLAB) I c to 04I STEP - cliuj (f 7 u— o PROVIDE SWALE I 5934' I L — `O o a AS NEEDED FOR CD D o DRAINAGE I � Q M °Do 0M 3 O MW a °utO U Lu UJ 9: Q °J°w DRAINAGE � � _ �mNo TYPE nA n Q N ril � U m z 0 5 Ln cr- p Q rxM Q I M SIDE 1--IOUr..r•E m PROVIDE SWALE o o�O-j STOOP 1=.1=. = 13.3Q� ,n ( AS NEEDED FOR (VERIFY IN FIELD) 'n DRAINAGE cn 12.0 12.0 ft40 m W w �–.- Z M � o Q _ N U) k 3i.16' I w LLo II VERIFY U � `o I (PAVERS STEP FRONT J a co I ON SAND) PORCH O w I (TREX DECK) A/C Q Z ---_ 4165.34' t� E- < LU AIC COD z 534' 0 u' < M ———————————————— -- 2' 2' a Q 0 U) - � � Lu cnN �- 0 w -J 0LSCr LU 0 Lu GARAGE 0)0) DRIVE F.F. _ 11,10 (PAVERS �' (VERO� . IN FIELD) `" u- ON SAND) Qcr — 30' 15' B.R.L. i 534' .J U I.5' J.E.A. w EASEMENT U E 5�. E-- 10.8 z z °41'150.1c31N 34°46'55" W 29.23' —LuO U) U PUBLIC uj SIDEWALK = = zU a ATLANTIC: 5E ACH DRI AE O w = m L) L) m � wz mQ o LU -J- oQ 11 3 to co SITE PLAN O SCALE: 1" = 10'7 0 Plan #: K1573 LOT 65, ATLANTIC BEACH COUNTRY CLUB - UNIT TWO Job #: 16-1148 DUVAL, FLORIDA 1.1441 ATLANTIC BEACH DRIVE, ATLANTIC BEACH, FLORIDA REF# 169505- 1620 Al 0 1 Owou W w w Z (n= UaQ J W� z0� ad UawH-ow 12'-8" 24'-0" wwU�ow 45'-4" 10'-0" 4'-2" 3'-10, 16'-0" owa ao►- o ��UUwili z U=)Z (0 dd&&wop V)r-w �M to N 0 iz It li, N 1- -—— —— 4" CONC SLAB W/ r �W< <Z w w TURNED EDGE FOR I _ VERIFY I o w-j -j<:Dqf p UTILITY YARD 0 _ w a(n (n>-U a (Y-w wwwmoz a 2 1 (VERIFY LOCATION I u IN FIELD ; u _ _}& IN FIELD) 0_Q (TYP) ; u A5.1 Aro.1 I O IM ;Ll I-- - - - - - - — I - - -- -- - - -- - - -- - - - - -----I o00Mt0 1 1 I ZN00-00 --- - - - -- -- - - -- -- --- - - - -----� -- ---- -- - - - - -- - - - - -- -L--- - - ------ - ---- - - - - - - -J �- - -- — - - - - - - - -- - -- ---- - - - - - 8" GONG BLOCK I I W z Q o^Zn w I ————— — — — STOP BLOCK FOUNDATION WALL - ----- - -- - ---- -�— -- - -� - - - -- T- - � PROVIDE ON CON( FTG PER 5 a Q M 1 4.. SILL FOR 36" STRUCTURAL I ( = a o 5 RECESS SLAB I I I EXT DOOR ENG'S DETAILS I I Y4 � -1 4" AT SHOWER (TYPICAL) I o r N 24'-8" 23'-0" w DEEPEN ( I I 1 I Q RECESS SLAB EDGE (TTF9 . I I; I - - - - -- -I _ �--------------- VERrIFY i co A51 N 4" AT SHOWER �\---- --- , IN N \ (TYP) W s„ coNc BLOCK DEEPEN (, \ LL FOUNDATION WALL EDGE (TYP) -' I ON LONG FTG PER 20” N � ___________________________FLOOR DRAIN STRUCTURAL AT LAUNDRY os I ii I N - ENG'S DETAILS I (PROVIDE - I , ° M O (TYPICAL) I SLOPE FOR �' `�\ 4�_2�,I i I i W w = i I I p M DRAINAGE) ' i I i d - -- - - -- ----- --- I VERIFY WITH , O ', I I O v, '�o a — BUILDER i �� ! ( 0-z i I I o- J v --- ------- mo t -- -- I i o ' i I j 61 w --- - ---- - -- ; 4" GONG SLAB I ~� I I 61 E- Q d r = Q N PER STRUCTURAL r - - - I m U = d w o ENG'S DETAILS I i 4" CON( SLAB i ; I � ! , m z N ww I 20" PER STRUCTURAL ; = U d Ln app �� I I i m ENG'S DETAILS .-- .� 3 do a? W ops, I - --� ; � ; I A�o.1 a oo�o� IL i L�tn0� L — — Iwo 52'-10" -0" I i 23'-6" I I ; Poo (n cn O8" coNG BLOCK I I i - I I °C 0 FOUNDATION WALL I 20" ; It ON GONG FTG PER I ; ; i ( I Z N STRUCTURAL I i END'S DETAILS I0 QJM (TYPICAL) DEEPEN EDGEi I ; ryl— w u- o 0 W/ ROD CONT , I ; G Y L i I I - - - — J �1 PER ENG'S i I V oC O I ; ; DETAILS (TYP) I I 0- 0 a Lu " SLOPE FOR <U) DRAINAGE Z 3 I I I I I I I o ; F- -- - - - - - I > w o co N a �a � ° � ----------- -------- � — cc N 4 CONN ui C/) N U JSLAB ELECTRIC AT o 06 o[ w 0 ' I I KITCHEN ISLAND w 0) cn 0) I ---------- - ----�- Z ' t---------- ------1 - cr I a r i ° r I ; PROVIDE FTG I I I I c( U FOR STEPS TO I 2'Lfo" 10'-2" ( I .Q 15'_2" 9'-0" 18'-�0" I r S'-8" I 4 _ID�� 2'-12 g'-0" " g,_02 -�2 GRADE A5 I W U MM NEEDED i ; - I I i ( L' -----I - ( W fi PROVIDE FTG FOR •) _ _ r1- I C1__________ L= i ; STEPS TO GRADE J AS NEEDED ` > FLOOR PLUG I , I V (VERIFY LOCATION 10- W/ BUILDER) ( I - 2x6 P.T. DECK = I rr N ; __________ I JOISTS PER W END'S DETAILS L (TYPICAL) --- l - --- r L--- 2 PLANS ,ARE DRAWN IN � W mI ------------------ = r I Aro 2 ACCORDANCE W ITN � Q O FLORIDABUILDINI� CODE U 4" LONG SLAB S" GONG BLOCK I i I PER STRUCTURAL FOUNDATION WALL I r -- I 5th EDITION (2014), END'S DETAILS ON GONG FTG PER cA I - 8 CONC BLOCK RES I DENT I,4L w - �- STRUCTURAL G - FOUNDATION ENG'S DETAILS I i ________ _____ i= i I ON CON( WPER (TYPICAL) L , I STRUCTURAL U (TYPICAL)AILS ---- - - - - -- - ----- - - - ---� --------------_ _ _--_ I ASED ON O W r— — —— — — — -- - -__---- _ i I FIN SHEDPLANS FLOOR OF HDRAWN BO SE BEING co n I I — I 28 A50VE FINISHED GRADE. ' I — —— ——7 i ACTUAL HEIGHT ABOVE GRADE TO BE U ♦ , 8" GONG BLOCK ( r _ _ - - - - - - --- -- - - ---- - - ---- - � =u� _`� I I DETERMINED ON SITE BY BUILDER v FOUNDATION WALL I 1S„ f—VERIFY ; I r i PRIOR TO„CONSTRUCTION. FIELD ADJUST ON CONC FTG PER ( IN FIELD I Cc i I I STRUCTURAL I I (TYP) � L _ J PLANS A5 NECE55ARY. Lu ENG'S DETAILS I ------------------------------- W z __J I (TYPICAL) I i SLOPE FOR DRA NAGE 4” CONC SLAB I 0 W J PER 5TRUGTURAL _ — ——— — — — — —— —— —J I I I/8" / -0" ENG'S DETAILS SEE ATTACHED Q I 32" SILL I I I - N - I e ENGINEERS DRAWINGS o 11 E- 5'-4" 4'-4" 19'-S" I8'-S" 4 DEI AILS FOR FIG mP0 1-0 DEEPEN ; DEEPEN EDGE I— — —— EDGE (TYP) i I i W/ ROD CONT SIZES AND LOCATIONS PER ENG'S V'xa" ER I DETAILS (TYP) ON CONC NFTG IPER - O I I I -----------�--------------- I—— STRUCTURAL DETAILS v cn J 1 I I o L - - ---- -- - -- ---- - - -- --- -� - L— J Plan K1573 --- -- ---- - - -- ----- - -- - - -- - - - - ------ - -- - -- - — - - — 0 �t STOP BLOCK T RECE55 SLAB ' Iuj z _ I E PROVIDE -' Job #: 16-1148 4" AT SHOWER 2 I o o� �, I SILL FOR 36 3 FLAN A51 L"° — EXT DOOR A61 4 4" GONG SLAB SCALE: 1/4" = 1'-0" IT-0--f W/ TURNED EDGE 71 34'-4" 2'-ID" 55'-4" 8'-8" 4'-0" 24'-0" IK A2m 1 92'-0" S21-011 0a..a �U 0:0 � C< 55'-4" 24'-0" w_ _owl 6'-10" 14'-6" 4'-4" 4'-2" ow« �C UTILITY YARD !2 I I I I PRIVACY FENCE I ��''�'°�°F n N (VERIFY LOCATION z O n<o _ I 36" UTILITY I I INFIELD) I owNin<cic I I 2 I 1 I GATE YARD i 1 36" I �ci Ed<M g z TANKLESS I I I I 131 _ GATE W w U A✓.1 GAS WAER .1 HOSE I OA 1 I HEATER I I A/C I A/C BIBB O O O O O O e 2x6 ,a In (n g if�tD � w/s 2x6 W 2x6 WAL 2x6 WAL WATER W z v5i y�vwi 4j" n, 16"d x 20"h SOFTENER a c TILED SEAT LOOP _ S g Q M 20"h TILED a 0 0 (TYP) m SEAT/LEDGE 4211h WALL W/ GLASS OVER 121 _ 5 TI-IU �� 2'-10" Yo� � ToW-w APF 5'-4" 2' 4" 13'-4" O •1'-0" I 4 24'-0" =N Q 1', 9'-0" CEIL 0Xic'CIS OWNERS 3 4° 0„h j _ BUILT-IN cE11-)2x6 w AT SHOWER rr�I,LL DOWN 0 N K`+ � 8., , 119 � = I ATTIC STAIRS I 3 i A �t 1 LINEN CAB r- -,r-- -� L-----� W (10 I CEIL) �'��'TH �6 SEAtp I N PER BLDR _�0 WALLS CABS 3 N 1 (I0-1” CEIL) I D W M _ 1 U— S CNIA5.1 - — I SlllT `3 I GAs II I I --- ,a5a LL N 1 m o r HOSE (10'-1" CEIL) FLOC J I ELECTRIC wo a 411 BIBB 114 118 I 1 128 DRAN® I PANEL Q M 6'-4" 6'-0" 17'-8" 4'- " 2'-2" 6'-0" 2' 4" 13'-4" 2'-14" 5'-0" 2' 6" 24'lo F- -0" < M O O _ I� 36"h BASE j U) o c I 3 111 1_� CAB W/ p O O "� __ ____ _ d) I `� 129 SINK - tt - a J � - -- ---- - ----- WALIG-IN 126 x& w 0 - - e Lu W a D Q m < I ( �� - II 116 - ----� I U 120 11 130 U = <w,No Lu 2x4 FRAMED 4 I ( AATTTIC STAIRS I I LL DOWN1 �' CEIL -�' /3/4 THIR PROVIDE STEPS /� /� O U m F N i PARTITION (TYP) O w RS ————-i AT LAN DR 4�� DOWN AS NEEDED GA ACS �� _ � <v► I N I I ' I t 11 _ � AT LAUNDRY '` I HOT TUB SUI E y (lm'-1" CEIL) I I 123 D „ (10'-I" M HT) o 1n<A oc (RISERS NOT TO o •r EXCEED "1Lz EA) (AFF FIN FLOOR OF HOUSE) Q o ( I BY OWNER - (10'-1" CEIL) `�' I 1 (SEE OWNER iA ———— ——— J I 121 I BATH 02 rn o, FOR SPECS) 112 115 ( ( BUILT-IN (10'-1" - I — — ——— CCA55 PER 124 CEIL) - 0 � BUILDER � � n N I 1 `—� ll'-8" -1'-4" 1 3' 10' 3'-4" 4'-4" �'-8" 4'-6" 5'-2" 24'-0" 'n W w Z PAVERS WALK-IN 02 OVER - ( N ~ C3 I I I coNc SLAB a `� (10'-I" CEIL) 1 I � N rT- N -------J I �4 (10 -1 CENTRAL Q M CEIL) iI —i ±i �n 18"d x 20"h VACUUM J E I I xb Sly I T02 TILED SEAT = ,� �— w U- O o 113 BUILT-IN (10'-1" CEIL)to xr6ox C/V 04 < -0 U G � —— ——— ——— —— I PROVIDE GAS n 14'-3" ®—® N DAOOR$ 1 132 133 w Y 1 O �� PROVIDE STEPS I I STUB FOR GAS WALL HT _ ® ® HOSE Q z TO GRADE AS I I FIIRE-ISI WRIFY \9 GAs RANGE W/ 125 I 3 iv I BIBB xb x& m (n - Q l OT TOA EEX(RISERS CEED I I BUILDER)CH) - O <I HEN N `�' I I I I `t C �;+ Z o Ili �Q VENTED HOOD � ?� �,��,'I O VERIFY IN FIELD 1 ( IN INCA (VOLUM . CEIL) > a 7 1 �C I ( 2x9p WALL 2x6 N Q w a M (1x6 t CEIL) „ y _ = p� J Q C 0 Ln (VOLUME CEIL) 28 d _ _ (1x6 TEG CEIL) I I SOFFIT I(BTTm122 'n (1 � _ I t O 11 1 0 = w cn J N 1 D/W I alp)-I �, O CEIL) , I I �r > df cc W rn I I 5140 _ a L__-I 10-1 O I I I CEIL O , M rn I I O C�`I -3 1 - - - z (I0'-1" IE HT) a ————— —— — —————— — 1 r 8._0.. -1 4._0.. 2._6.. d�_4„ 6._2.. 3._8.. 5._0.. 1 1 2._ ._0.. 2'--1 �� g�_0�� 9._0.. 2'-7 �� 8'x4' ISLAND Z z �� 100 - 3 PLANS ARE DRAWN IN m c4 I I OPEN TO 4" 1 CUPOLA 1 `� PROVIDE STEPS 1=0� `� I i - ACCORDANCE W ITN -- ENG' BEAM I ABovE---I } a 4 TREX I I TO GRADDED RISERS 5 I°ED I TONU C2 14� CODE _J BOXED t0 I I (VOLUME CEIL) � TO GRADE AS I I WIDTH OF L------ - -- ---- -J llx6 r<G GEIL) 0 U I COLUMN � z= ----'----- - DECK � � NOt TO EXCEED �$I DENT I AL I I (TYP) - - "� �) I I VERIFY IN FIELD }- 1 I LU Cr $8so11 %0X�o a a AT - FRONT - - NN - U 001"I 3 ORC I I COLUMN m - � PLANS ARE DRAWN BAS D oN I S 11.F (10'-I" M HT) I I FINISHED FLOOR OF HOU BEING _ z Z 0 (TVP) (V LUME GEIL) ' 2 28" ABOVE FINISHED GRADE. BAR-TOP (1 6 T<G CEIL) 101 110'-1" CEIL) 0 - -- - ---�-I - -- ACTUAL HEIGHT ABOVE GRADE t0 BE Q 42" AFF 12„ O DETERMINED ON SITE BY'BUILDER ll'-8" l'-0" 11'-2" 12'-10" 8'-8" 1 ENG' BEAM PRIOR TO CONSTRUGTIOtA FIELD ADJUST m BOXED TO PLANS AS NECESSARY. V) U WIDTH OF W ISOKERN VENTLEss GAS (TYr — - - I I Co PUMN 9 36"h EXTERIOR I I I ICE ( 14'-3" FIREPLACE 'A O _ ( 1 I „ „ 1�- A L EXTERIOR WALLS �11a DRAWN AT 6" v ❑ I I ` 0 IO2 NOMINAL t0 REPRESENT 2x6 STUD FRAMED Q BASE CABS O WALL HT in I I 8�, x8 2 z I I n O I ( COLR�MN WALLS. INTERIOR WALLS ARE DRAWN AT 4 O W SINK - NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS 0 I I SAR N .43 106 r- N , 2x& WALL xb i i (TYP) (UNLESS NOTED OTHERWISE). ACTUAL SIZE, 2 SPACING AND GRADE OF LUMBER TO BE USED I I (10'-1" IE HT) 6' - -1 SHALL BE DETERMINED BY BUILDER PRIOR TO U U I 12'-6" 10'-2" 18'-8" L______ _ J 1 N 24'-0" - - - - CONSTRUCTION AND SHALL GONFOR�1'1 t0 ALL ---- LOCAL BUILDING CODES. U/c I DESK BY �., r'� PROVIDE STEPS PROVIDE STEPS i i 2 - ATTIC ACCESS t0 BE 2X30" MINIMUM (SEE W 7 I I REF Q© GAS OWNER V ( -1 DOWN AS NEEDED TO DRIVE AS BUILDER FOR PULL-DOWN STAIR FRAMING MM L I BURS r pC .4 (RISERS NOT TO NEEDED (RISERS I I �QUIREMENTS). W Q I EXCEED 11/2" EA) NOT TO EXCEED x6 — /� p /� - 108 BUILT-IN GAB 3"h Wg i ARA VER FIELD- I 1 - 3 - GARAGE-TO-HOUSE INTERIOR DOOR TO BE: O W J D DOOR W/ 1j" MIN THICKNESS C4 O 5AT1-I 104 - PER BLDR S'U I T #4 n N 103 0 I I - OR, SOLIDOOR HONEYCOMB CORES EEL N1— (10-1 fE Ht) O Q (10'-1" CEIL) �4 10� (10'-1" CEIL) O (p ( I 0 -OR 20-MINUTE FIRE-RATED \ II E (ANY DOOR CHOSEN SHALL HAVE A O ' 1 COVERED ( ( SELF-CLOSER) � ' � Lo 0 = TO SFIXED0"GLASS AFF 'n 105 I 1 ( m U �Q HOSE 4 - ALL SHOWER GLASS (FIXED GLASS, 5'-6" �'-2" 16'-0" O 2'-18" 24'-0" (1m'-I" B HT) 1 ( PARTITIONS t DOORS) A TO BE TEMPERED �— BIBB _ 1 ( I I ( i GLASS (SEE BUILDER FC>ll"2 PRODUCT SPECS). ui ai v O 9-m CEIL � O `" I I I ( w. ,� c v 0 AT SHOWER I 104 - ---- - - _ \ 0 0 U) J xb w L 2x6 L 2x6 W 2x6 L �T AhrTILED O I ODI O I G I M 1 Plan #. K1573 NOTE: , 1 2 , 2 ' 4,x4, 3 I I Job #: 16-1148 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN ,q,( 1 A5.1 STOOP A6.1 1 FLOOR P�A t I /� t . t0 PREPARE THESE DRAWINGS t0 COMPLY I I I I ` SQ. FTC . I A5ULf 4 1 I ON WITH LOCAL BUILDING CODES, CONTINUOUS I 1 1 1 I I �� SCALE: 1/411 = V-011 CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND 1 �'-2" 8'-6" 10'-4" 10'-4" 14'-6" 4'-6" 8'-4" OR CHANGES TO THESE DRAWINGS TO MEET V 3049 FRONT PORCH 212 CODE COMPLIANCE. POSSESSION OF THESE BACK PLANS ACKNOWLEDGES THAT THE PURCHASER 55'-4" 8'-8" 4'-0" 24'-0° GARAGE 6� HAS BEEN INFORMED OF THIS INFORMATION m, AND ASSUMI=S THE }�SP�ISIBILItY TO G'6'RAGE 2 304 1 PROVIDE ALL ADDITIONAL tE BILITY NTSTO 92 _O" TO AL C DRIVE 110 TOTAL COVERED 4984 A3 ■ 100, OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. 0 CL �U g0c~- - w a'< o a b U W W- -oWiE lo 24'-0.. iEiK55wF-U. w��r f0 0~ m N N m mo Fa-F�- ZOW 11 c WOW<��S(aZJ O W =_ �p V A5.1 I ' �-- -- ----- -- - --�-- -- ------ - --i oF)C4V) aN do ------- ---- ---- ---- ----L- - ---- -------------- -- ---------- ----- ------ -----I I ui bI II LINE of STRUCTUREI W ZD I ' I 5ELOW (TYPICAL) 5 N C t=S - I = a8 e 2x4 FRAMED I U o I rI I 6► CUPOLA WALLS +1 =(n 21'-4" 21'-4" (TYPICAL) ( I � I i w ,A N 0 ( Z I I m `i _- _ I fu- I A5.1 L S LL -IC4 N 0000 1 Q M A iu - - - O O - - - - - - - I O "' DC I r N —� � � I ATTIC _ I a. J I r- ------ ------ ---- _ N � I _ - W W Q cc I i a STORAGE N� _ - - - 0 0 - - - - - 0 m —�- - - _ Z) Q 2jwm < I \ (UNFINISHED) I / 0 .-K.� I —Kv w w 0 c+1 V = <w p Q \\ (PROVIDE r cv = �' PLYWOOD a a c8 I LINE OF STRUCTURE I _ \\ DECKING) O O — - - - — I - - Q a*w w BELOW (TYPICAL) I \\ ( // r-� Wp I �'' o N C14 O '� I p VAULT \ ( / VAULT 7� \ / _Now DECORATIVE ° 1/12 INT \ / 1/12 INT I 5R,4CKET "A" I PITCH \ / PITCH i (TYPICAL) I °C o Y (p I z M CD HVACI HVAC I I Q N I I o m I «2 co _ ,,, F t�('-0" t10'-0" (ATTIC STORAGE) t1'-0" - coy �— —— ———— ————— ——— —— —— —— —————— —— C Y � t0 BE DETERMINED BY 16-° I TRUSS MANUFACTURER 0 I a r-- ---I I } O Q L Y I10 TO BE DETERMINED 15Y TRUSS MANUFACTURERI I I ( I o U) L--- -- -- - - - ---r- - -------- - - - � W o Z ' > w °� a Q o o CC N 2'-33.. 2'-� �� 2'-�1 '-1 1 2'_3 _ ————— — — — _ 0 I 3 -3 3 -3 0 i 2,-3„ q. 2,_3„ _ "' w o 3 I I i I I I I ( I I I I I gn 6CDW 9 - - rn Zrn I I I I I I I 24'-0" --------------I o _ I O _ PROVIDE PLYWOOD O O O O O I I DECIDING AT ATTIC STORAGE 0 I Q OPEN TO CUPOLAMWALLS = 'dco --r- - - - - - - - GREAT ROOM (TYPICAL) 0 5ELOW +- 0 5RACKET DECORATIVE"All O I J (TYPICAL) G 0 0 0 0 0 0 v I O I - I i w 0 I 3 a I ui - i 3 tQ I I I I I I I I _ 11 I 2 _31 2'-12 3'-3.. 2 11 3'-3.. -'1 2 3j I W U I I I I j Q W �- ------ - ----4------ - ---- -- - --- ------------ --- - ------ ---j V U i I I I w 2 I I m z I 3 i I Q r- -- ------ -- ---- , I r- o w p oN I I L` MLn i m L (0 LINE OF STRUCTURE I I o I 5ELOW (TYPICAL) -I I cU O I ( I I v o V) _I I----- ------ --------------- --- ------ -------I- -- - -- ---- ---- ---- - -------- ----L----- ---- -- Pian #: K1573 Job #: 16-1148 2 CUPOLA ATTIC: FLAN A5.1 SCALE: 1/4" = 1'-0" 12'-8" 2'-8" 81_811 41-011 14 24`-0" A3m2 �wwooN w W Q J W U i u i u u i u i u �� -0 0 Ix a� DOOR SCHEDULE WW--�W� iS F_5 W4 F_ = OZW<�U?� t0 SIZE TYPE OPERATION MANUFACTURER REMARKS a w o 0 cn V-0" CEIL 100 (2) 3'-0" x 8'-0" ENTRY SWING PER BUILDER <<0 AT SHOWER �a�a v~i v~i Z, T OW.Wwm8O -- 101 (2) 2'-6" x 8'-0" FRENCH SWING PER BUILDER W} <}m v OPEN - OPEN 20 MINUTE RACED F I6"d x 20"In - 102 2'-8" x 8'-0" EXTERIOR SWING PER BUILDER W/ CLOSER TILED SEAT (P 0 co rn5c,2< WALLED 103 9'-0" x 8'-0" GARAGE OVERHEAD PER BUILDER �-- z N 00 is U N-oto 104 3'-0" x 8'-0" m EXTERIOR SWING PER BUILDER W z�' �N �QI0 lit— s <=1 ---- - JOE; 2'-o" x W-0" INTERIOR SWING PER BUILDER = d F N RECESS SLAB U o o oin 4" AT SHOWER in 10(o 2'-8" x 8'-0" INTERIOR SWING PER BUILDER w 0 10-1 V-8" x W-0" INTERIOR SWING PER BUILDER w N cc I W n 1O8 V-8" x W-0" EXTERIOR SWING PER BUILDER LL o LL N a6 a 8 12 109 4'-0" x 8'-0" FRENCH FIXED PER BUILDER Q M 110 16'-0" x 8'-0" FRENCH GLIDER PER BUILDER 0 U) Re a -J `� 111 4'-0" x 8'-0" FRENCH FIXED PER BUILDER Lu W Q m II Q mw< 2 -4 31-011 112 8'-0" x 8'-0" FRENCH GLIDER PER BUILDER L)u.j = aw, _ <�NF- 28"d SOFFI ' _ 113 3'-0" x 8'-0" INTERIOR SWING PER BUILDER U <M W TO CEILI ; 28"d SOFFIT oC <�i w TO CEILING Q o cn 114 3'-0" x 8'-0" INTERIOR SWING PER BUILDER N m OPEN I I I 115 2'-8" x W-0" INTERIOR SWING PER BUILDER TO U) co HALL -� I I 0 0 0 116 (2) I'-4" x 8'-0" INTERIOR SWING PER BUILDER W w II iA A REF 11"1 2'-8" x 8'-0" INTERIOR SWING PER BUILDER ~ C7 ro II 0N< ch U J 11$ 2'-8" x 8'-0" INTERIOR SWING PER BUILDER W U- p U ° moo BUILT-IN CABINET 119 (2) 2'-6" x 8'-0" INTERIOR SWING PER BUILDER O J a m DOORS TO PANTRY V 120 2'-0" x W-0" INTERIOR SWING PER BUILDER } Q Z C13 0 I- oaC Lu Z p 121 2'-0" x 8'-0" INTERIOR SWING PER BUILDER p ' rn FIXED GLASS > W p ch TO 8'-0" AFF cr. Q ° o � 122 2'-6" x 8'-0" INTERIOR SWING PER BUILDER a - jr N i W co N 123 2'-8" x W-0" INTERIOR SWING PER BUILDER > df ac w 0)� 3 w U) 124 2'-6" x 8'-0" INTERIOR SWING PER BUILDER z rn 125 2'-6" x 8'-0" INTERIOR SWING PER BUILDER � p _ LT) 126 2'-8" x W-0" INTERIOR SWING PER BUILDER 12'1 2'-6" x 8'-0" INTERIOR SWING PER BUILDER M 12$ 2'-6" x 8'-0" INTERIOR SWING PER BUILDER --------- - RECESS SLAB v 4" AT SHOWER 129 3'-0" x 8'-0" INTERIOR SWING PER BUILDER PROVIDE 3/4" THRESHOLD 20 MINUTE RATED 130 3'-0" x 8'-0" EXTERIOR SWING PER BUILDER W/ CLOSER W INTERIOR DETAILS 131 3'-0" x W-0" EXTERIOR SWING PER BUILDER U ZZ SCALE: 1/4" = 1'-0" 132 9'-0" x 8'-0" GARAGE OVERHEAD PER BUILDER W 5 00 TRIM DETAILS NOT SHOWN 133 9'-0° x 8'-0" GARAGE OVERHEAD PER BUILDER W U (VERIFY TRIM DETAILS W/ BUILDER) C _ ` U ZQ ow = co WINDOW SCHEDULI� vU CC �. MODEL " WIDTH HEIGHT TYPE LOCATION MANUFACTURER MODEL REMARKS W Z m Q O2856 2'-8" 5'-6" SINGLE HUNG HEAD • 8'-0" AFF PER BUILDER p W J O I 2030 2'-0" 3'-0" FIXED HEAD i W-0" AFF PER BUILDER O \ II CO 2030 2'-0" 3'-0" AWNING HEAD • W-0" AFF PER BUILDER ( WET AREA) m \ s Jul) O 305(0 3'-0" 5'-6" SINGLE HUNG HEAD Al W-0" AFF PER BUII,.DER ai ai c v v O Iiii- 2616 21-9,11 I -bilFIXED HEAD , 8-6 AFF PER BUILDER 3 N J v HEAD a 18'-4" AFF FO 2646 2'-6" 4'-6" FIXED (VERIFY ON SITE) PER BUILDER Plan #. K1573 O 2636 2'-6" ON S 3'-6" FIXED HEAD • AFF PER BUILDER (VERIFY ON SITE) Job 16-1148 HEAD • 12" BELOW O 2020 2'-0" 2'-0" FIXED CUPOLA TOP IE PER BUILDERtolivil 1.14 (VERIFY ON SITE) Q 2030 2'-0" 3'-0" FIXED HEAD • 8'-0" AFF PER BUILDER TEMPERED (WET AREA) O 2646 2'-6" 4'-6" SINGLE HUNG HEAD 0 8'-0" AFF PER BUILDER TEMPERED (WET AREA) A3m3 _ � I }o W� 00 12 12 - 8w6 � W5 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - Z am O ~ 1- X Q NOTE: EXTERIOR C-RADE -( � Q 1 8a w ww w ALTHOUGH EVERY EFFORT HAS BEEN TAKEN PLYWOOD 70 PREPARE THESE DRAWINGS TO COMPLY PANEL (TYP) w w- -o w WITH LOCAL BUILDING CODES, CONTINUOUS * to CODE CHANGES MAY REQUIRE ADDITIONAL o w w o DRAWINGS, ENGINEERING SERVICES, AND m w o N Nm�us V1 OR CHANGES t0 THESE DRAWINGS TO MEET ox CODE COMPLIANCE. POSSESSION OF THESE DECORATIVE <w►`- Z w PLANS ACKNOWLEDGES THAT THE PURCHASER BRACKET "A" / GALVALUME o wi a M HAS BEEN INFORMED Of THIS INFORMATION (TYPICAL) —/ METAL ROOF w N m}8 o AND ASSUMES THE RESPONSIBILITY TO (TYPICAL) w d d w o-Z o YI ALL ADDITIONAL REQUIREMENTS 12 12 FS W 5 5` wx }`�a� U PROVIDE L OF LOCAL BUILDING OFFICIALS TO MEET "1 COMPLIANCE. 12 12 oN��0 HARD I-SHAKE SIDING (TYP) � � Q � � V ��g�� 00 2x6 FRIEZE :3 W z N inr�vi (TYP DECORATIVE U 0:N SHAKE) L� BRACKET "A" 5;:5 a S (TYPICAL) = Y m 12 12 U g w N :1E :1E_ W w ® � � N 3:W m N GALVALUME � 12 METAL ROOF � W (TYPICAL) u_ o LL toN 10'-i" lE Ht 10'-1" M HT Q M 8 - - - - - - - `- 0 a 0 0 as [i a J U� DECORATIVEEL I I i l I I I I I `� W o 0 BRACKET "B" DECORATIVE HARDI-SHAKE � _ m (TYPICAL) (TYPICAL) SIDING (TYP) U m ave"xavz" BOXED I I 1 1 1 1 1 1 I ( 2x6 CORNERU <a 0 COLUMN (TYP) FIXED SHUTTER TRIM (TYP) 0 ' cc 63,m*w (TYPICAL) 2x8 OVERIml Q oAE m 1x6 P.T. BAND cn 0[2 (TYPICAL) H H I 11 - FIN FLOOR- — .. 11 11 11 11 11 11 1111 11 11 ..11 11 11 11 11 11 11 11 1111 11 11 11 111 1 • 1. 1 11 111 ..11 — FIN FLOOR- C'' FIN GRADE .. . FIN GRADE `�' Z ct) N HARDI-SHEET SIDING W/ STEPS TO GRADE STUCCO FINISH Q M 1x2 VERTICAL BATTENS AS NEEDED OVER EXPOSED _ -J E OYER-HANGS WITHIN 5' OF PROPERT ' LINE G 16" O.C. (TYPICAL) FOUNDATION (TYP) w U- $ (PROVIDE ALTERNATE FIRE-BLOCKING IN-LIEU-OF FIRE RATED MATERIALS FRONT ELEVATION Q � PER VARIANCE °V-15-11) Q w lo SCALE: 1/4" = 1'-011 5/4"x& HEADER Ix6 HEADER Q SECTION 4/A&.l TRIM TRIM m <u) - Q ATTIC STORAGE TRUSSES 0 oC (SPACE AVAILABLE TO BE 0 Z O DETERMINED BY MANUFACTURER) 5/4"x4 SIDE TRIM 1x4 SIDE TRIM w M � Jao0 - d - cc ---- -- — (!1 fn (n NN W -------- - —————————— —————— ————————— N I 5/4"xb BottoM 1x6 BottoM U w J o 060) r I TRIM TRIM co CDrn AT HARD I -SNAKE AT 50ARD � ,ATT N Z - I � E � _ ATTIC STORAGE TRUSSES ;...;:: � r � I OVER GARAGE : ( PACE AVAILABLE t0 Eim ?� -? .-.-"--- r -. .' - . .: DETERMINED Y MANUFACTURER) UER) T O Yf= W R : .. . . . . t � 12 12 2 /1 _On SCALE: 1 1/12 _ EXTERIOR GRADE co �... ..:.. ... ............:.:........ . . . . . . � ( PLYWOOD x/12 PANEL (TYP) -C141/12 i c..:..._.. . . : J /12 I PLANS ARE DRAWN BASED ON U GALVALUME —DECORATIVE FINISHED FLOOR OF HOUSE BEING METAL ROOF BRACKET "A" 28" ABOVE FINISHED GRADE I (TYPICAL) (TYPICAL) 12 ACTUAL HEIGHT ABOVE GRADE TO BE W DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST V �- -------- ------ PLANS AS NECESSARY. Z Z 12 12 W HARD I-SNAKE SIDING (TYP) O I I2 x6 FRIEZE i 3/12 I - - I i r I I DECORATIVE (TYPICAL) V J V — ——— - — I B I �)"Al, W M I I I r I I I ROOF LINE LL I -- 1/12 1/12 -- I (TYPICAL) V I I I I 12 Z Q LINE of 1 I r --- -- I 3/12 i STRUCTURE O W —� (TYPICAL) coI 12 12 GALVALUME rMETAL ROOF [ ' I I I 1 BRACKET DECORATIVE (TYPICAL) " 3F1 ® VENTED HOOD 3 (TYPICAL) = V I I N I I ( RIFY LOCATION DECORATIVE < ESICsN W/ r ( "G" 10'-1" fk HT z I I i I 10 -I }E HtBRACKET BUILDER)- (TYPICAL) W Z m II--- ------ ------ -- -------- —� I , o W .J N Q HARDI-SNAKE \ II I---- -- N I I SIDING (TYP) 1x6 CORNER TRIM (TYP M Lo cin I I 2x6 CORNER TILE • SHEET BACK , m \ I I B TRIM (TYP) SIDING) 0 I I I 2x8 OVER ui N —— ———— —————— ———————— — ---- ---- -----�- -- - Ixo P.t. BAND v v O (TYPICAL) 3 0 N J v 0 _ FIN FLOOR _ _ _ _ Hill I ---------- FIN FLOOR OVER-HANGS WITHIN 5' OF PROPERTY LINE - — - - - - - Plan #: K1573 (PROVIDE ALTERNATE FIRE-BLOCKING _ #: 16 1148 IN-LIEU-OF FIRE RATED MATERIALS FIN GRADE :. . : - ... .... PER VARIANCE "V-15-11) — - - -- :. .. .. " ' E N - - -- — FIN GRAD SECTION 4/A&.1 HARDI-SHEET SIDING W/ 8l,21,x8%z" BoxED STEPS TO GRADE STUCCO FINISH 1x2 VERTICAL BATTENS COLUMN (TYP) AS NEEDED OVER EXPOSED 16" O.C. (TYPICAL) FOUNDATION (TYP) ]ROC)F FLAN REAR ELEVATION, SCALE: 1/5" = V-O" SCALE: 1/4" = V-m" ■ "SEALED ROOF" W/ NO VENTILATION N}O WW� y- 2t-0 as NOTE: a-WW6ww ALTHOUGH EVERY EFFORT HAS BEEN TAKEN 1- WW- -pW TO PREPARE THESE DRAWINGS t0 COMPLY FZ�UUW�� WITH LOCAL BUILDING CODES, CONTINUOUS 12 12 O MAY QUIRE ADDITIONAL < m o CODE CHANGES � m DRAWINGS, ENGINEERING SERVICES, AND -1 mqqz::� O CHANGES TO THESE DRAWINGS t0 MEET *~ o a ��N R ��HHZow ZT3 CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER DECORATIVE <Xa m N HAS BEEN INFORMED OF THIS INFORMATION BRACKET "A" w ir J J z 2 O Z AND ASSUMES THE RESPONSIBILITY TO (TYPICAL) }} PROVIDE ALL ADDITIONAL REQUIREMENTS U w OF LOCAL BUILDING OFFICIALS t0 MEET COMPLIANCE. ITF- CZ4OM2 12 12 V cn-gt METAL ROOF iii jr g GALVALUME Lu 3�ch z (TYPICAL) = 5;!S<V a g U � M 0 in HHDECORATIVE Q Ir BRACKET "A" HARDI-SHAKE 12 12 (TYPICAL) c I SIDING (TYP) "1 p W n LL I LL LL 8 m GALVALUME o METAL ROOF m o (TYPICAL) p Q r�i 12 12 M i u DECORATIVE �, 3 2�-�� (� M� L.��. 5RA,CKL.T 115fE Ht 11 a (TYPICAL) w > 101-11, fl' HT10'-1" _ DECORATIVE - - - - W 52i BRACKET "C" Q w < (TYPICAL) w = a W o"w 1x6 FRIEZE _ a N N DECORATIVE (TYPICAL) � C �o a a BRACKET "C" G a' (TYPICAL) = Q M HARD I-SHAKE ��v~i rn�' i SIDING (TYP) 0 Ix6 CORNER TRIM (TYP 2x6 CORNER SHEET SIDING) TRIM (TYP) iLu �u 2x8 OVER 2x8 OVER � Ix6 P.T. BAND 1x6 P.T. BAND W w (TYPICAL) 11 (TYPICAL) Z u Li M FIN FLOOR o FIN FLOOR N - - - - - - - - - - Q M t1 — w u E - 8 .. . .. N FIN GRADE — FIN GRADE (� G CC o Q HARDI-SHEET SIDING W/ STUCCO FINISH STEPS TO GRADE Saiz"x8�z" BOXED >O w Y 5/4"x6 HEADER 1x6 HEADER m Z OVER EXPOSED AS NEEDED COLUMN (TYP) Q 1x2 VERTICAL BATTENS TRIM TRIM p <u) � I- +� 16" O.C. (TYPICAL) FOUNDATION (TYP) LEF5/4"x& ELEVATION w Zp , rn SCALE: 1/4" 1'-0" p "' W 5/4"x4 SIDE TRIM 1x4 SIDE TRIM cr J Q a Q � o- - 0 N W (n (n N U w _j v rn > 06 � 5/4"x6 BOTTOM 1x6 BOTTOM w 12 12 TRIM TRIM a rn DECORATIVE 0 _ BRACKET "A" TYP WINDOW TRIM (TYPICAL) SCALE: 1/2" = 1'-0" FE HHH1 H7H W 12 12 J '1 -( GALVALUME U METAL ROOF 12 12 (TYPICAL) � , W � DECORATIVE U BRACKET "A" 7 (TYPICAL) - 12 12 HARDI-SHAKE W Z) SIDING (TYP) Q O cn U GALVALUME W T METAL ROOF c 1 (TYPICAL) 12 ' Ow 10'-1" fP HT �� ' 10'-I" fE Ht V U EEJ t-- 1x6 FRIEZE DECORATIVE Luz HARDI-SHAKE (TYPICAL) BRACKET "C" _ SIDING (TYP) -u IE (TYPICAL) _ 2x6 CORNER 0 TRIM (TYP) O W IIII 0 _ 1 UTILITY YARD 11- ----- -�- - -- - -- -- -- --- -- O 2x8 OVER iLL LtLJLLLII PRIVACY FENCE 8Lz"x81/2" BOXED N F— xb P.T. AND (VERIFY LOCATION COLUMN (TYP) (I ' (TYPICAL) IN FIELD) 1 m ♦^ Ito .- moi✓ FIN FLOOR .. .. .. I FIN FLOOR a:• 1 3 to J n FIN GRADE FIN GRADE o STUCCO FINISH HARDI-SHEET SIDING W/ 2x8 OVER STEPS TO GRADE OVER EXPOSED Ix2 VERTICAL BATTENS Ix6 P.T. BAND AS NEEDED Plan #: K1573 FOUNDATION (TYP) ® 16" O.C. (TYPICAL) (TYPICAL) Job #: 16-1148 RIGHTELEVATION NUMBER SCALE: 1/4" = 1'-0" PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR t0 CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. A4m2 a ZZa.w do cn Qa. MU §C�.WVW Ujw WW~~pWF- ox 20: n. OW�%81--o 12 12 w N (nF- m�N ® U' HpN 1- owmdIX �� ww0eLI— U a5UziW A ENCS ROOF TRUSS 12 12 to C N M 0NOMco PER MANUFACTURER Z 8-00 (TYPICAL) -I 1 W Z F N n ATTIC TRUSSES PER w i ' cwi pm 12 ATT I C MANUFACTURER = 5 a< Zi 5 STORAGE VU) PROVIDE PLYWOOD w N DECKING Q C: Im'-1" 1E HT -Vd'-I" 1£ HTN7 ce c N -- - - W LL $ ILL N O 130 O N pp OWN 2x FRAMED Lu M M O L�tN RS �-FIXED LAUNDRY # WALL (TYP) ^� > M o EXE I SAAR GLASS SUIT ,_ 3 CARAC� 1 0 a � e 8 w W r-----nr-----i DC m v 2x FRAMED I II Q =w WALL (TYP) F_ j 0 = m 11 I ww�� W W Z In mFN� FIN FLOOR I li i — _FIN FLOOR U o<? w NZ 1111111111 1— — . = = _ —_—_== =� 1 1T=1 I 1-11 j= — 4��ca�c SLAB 1T =1 I — < d: F�d s Crlu FOUNDATION III11I 1-1 1 11 I —III —I I I_I I—I 1—III I I I=1 11 I I-1 I =1 I;1111 I I=1 11=1 I I1 11- II 1=l 1 11 11=1 11=1 11 I -1 11=1 0' FIN GRADE _ _ —III=I I I_I I RECESS SLAB I- 11 1=1 1III—III—" PER ENG'S DETAILS FIN GRADE `r SIZIII—III— WALL ON CONC FTG 4 AT SHOWERI —I I I—I II I—III—I 11=1 I IIII—III I I III 1-1IIIIII—III—III—III—I _—_ _ 11 1-1 1 1 PER ENG'S DETAILS ii — (TYPICAL) I =1 1 � I —I I—I 11 111 I 1 1=1 111 —III un =1 I III I Iil I I I;III=III— —IIIIII—III—I - —I �- cc W W 5ULDING SECTION IF- Z M � o SCALE: 1/4" = 1'-0" ��j' .� 0< N M JE LV W O (� ° moo O J (O LLJ Y �- a z NOTES W c p (D Z Qrn J r ° M 0 oa a Q ON 1 - INTERIOR TRIM NOT SHOWN - VERIFY TYPE AND LOCATIONS w v, N 12 12 - > 06 w CD 2 CABINETS SHOWN ARE FOR REFERENCE ONLY. La- 3: (VERIFY FINAL LAYOUT WITH OWNER) u o ------------ 0 rn A63 W ! ATTIC TRUSSES PER I I MANUFACTURER .� 12 1 12 U ENG ROOF TRUSS 1 ' PER MANUFACTURER (TYPICAL) `�--- ----- W U oC 2 Q 12 W Z 63 i i 12 12 ,m e-' ry\ ATTICQ ENG ROOF TRUSS ENG ROOF TRUSS 12 STORAGE (T PER MANUFACTURER I I PER MANUFACTURER 1 1 I PROVIDE PLYWOOD I = (TYPICAL) 3 I HVAC DECKING I I U ------ - GREAT ROOMZ _ ' 10'-I" B HtC �IG _ DIN�NITCIN _1m'-1" IE HT Q "� O L1J - 2x FRAMED U WALL (TYP) U WALK-IN *2 HA OWNERS = W ~ = G� RACE #2 - 5ATH e m z 8 S'x4' 1 q ISLAND 0 W J 2x FRAME I = WALL (TY ') 0 Q oII FIN FLOOR - — _FIN FLOOR m � \ _—== 113 — =1 11 1 I I-1 11 11 I -1 1 11 11=1 1 11 11 1=I 1=I I1 I=III1 I1 I I ,III 11=I L=1 1= 1=1 i=1 i 11 i1 I=1 11=1 I— I I— II—III—I 1 I � 4" CHIC SLAB —I 1= I III—III— I 1=1 1=1 I(= I =1 I� INTERIOR FOOTING -I I =1 S" CMU FOUNDATION O 11= FIN GRADE FIN GRADE — _— — _— — — 1 1=1 1 ( —III=III= I (=III- _ - - O 111 I (- PER ENG'S DETAILS —1 I 1III=III=III- PER ENG'S DETAILS I_ WALL ON CONIC FtG PER ENG S DETAILS =I I Ii 3 0 cn _! =1 I 5=1 ' (TYPICAL) oI ,III I 111 I I— _� I I—III—i' I—III- 5ULDING SECTION Plan #: SCALE: 1/4" = 1'-0" ��, Job #: 116-116-11 48 SHEET NUMBER PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. A5m 1 0 cit ado v uwif_'' OCLW��WW ww-_Owp� wa o O IS z N H f m E N N ZZ»3pw WE <�yy U0. �I'W W28Z ww jsW f - N3�� ENCS ROOF TRUSSES PER TRUSS MANUFACTURER 000p< GALVALUME METAL ROOF 0 8,11 'n PEEL < STICK ENG ROOF TRUSSES PER ENG ROOF TRUSSES PER W =)=n z ROOF SHEATHINGTRUSS MANUFACTURER TRUSS MANUFACTURER �- w N N GALVALUME METAL OOF a� NSHURRICANE CONNECTOR GALVALUME METAL ROOF o oAT EACH MEMBER PER PEEL < STICK PEEL t STICK oENGS DETAILS ino 12ROOF SHEATHING 12 ROOF SHEATHING ww 2x FIRE BLOCK T TOP TO MATCH ROOF PITCH) HURRICANE CONNECTOR ANE CONNECTOR VARIES HURRICANE Q -( V-0" AT EACH MEMBER PER AT EACH MEMBER PER c to I 2'-0" OVER-H 12 ENG'S DETAILS ENG'S DETAILS W 2x4 NAILER © ', 2'-0" o :.. ::. :... �l to 2'-0" OVER-HANG ::. .. . .::•::•:: 21- 2'-0" OVER-HANG o < 2x4 LOOKOUT ' 4" O.G. co < 2x4 NAILER SPRAY FOAM : : ::: m ado QALY EA DRIP SPRAY FOAM INSULATION p Q "� o 2x4 � :: NAILER w INSULATION 2x4 LOOKOUT 24" O.G. < t2 IN ROOF C EMENT :::� :•:::•� 2x4 LOOKOUT 24" O.G. >> � ;,� W/ PEEL t STICK ........... ............ . 65 GALV EAVE DRIP :::::::: (2) 2x6 TOP E LAPPED VER �- a _.j '�'� ------ IN ROOF CEMENT 1x2 EAVE RIP W/ PEEL t STICK w W 2„ SHEETROCK (2) 2x6 TOP IE LAPPED OVER QALY EAVE DRIP � Q m< o: (WALLS i CEILING) (2) 2x6 TOP 1E H xw < Ix8 FASCIA, OVER IN ROOF CEMENT 2x4 SUB FASCIA 1/2” SHEETROCK 1x2 EAVE DRIP -- W/ PEEL t STICK w = 6 w fdo w X1/2" SNEETROCK Z N fE HT (WALLS t CEILING) 1x8 FASCIA OVER (WALLS 4 CEILING) �—LAPPED OVER = V <NNF7 Ix4 TRIM 2x4 SUB FASCIA 1x2 EAVE DRIP U < 8 n HEADER FRAMING cc o w MARDI-S IT PANEL PER ENG'S DETAILS HEADER FRAMING Q s M<4 o: (NO VENTILATION HOLES) 1x4 TRIM PER ENG S DETAILS Ix8 FASCIA OVER �,$N o e INTERIOR TRIM t0 2x4 SUB FASCIA 1x4 TRIM BE SELECTED MARDI-SOFFIT PANEL INTERIOR TRIM TO BE SELECTED Ix4 TRIM 1x4 TRIM 2x6 FRIE WINDOW UNIT PER HARDI-SOFFIT PANEL V� MANUFACTURER'S 2x6 FRIEZE cc SPECS 1x4 TRIM W w 1x2 VERTICAL BATTENS Z PROVIDE FIRE CAULK HE WT * 16" o.G. 2x6 FRIEZE �' � o N AT ANY GAPS BETWEEN HARDI-SHEET SIDING lx TRIM Q WINDOW UNIT M 1x6 TRIM PER -JE FRIEZE AND BIRD STOP/ MANUFACTURER'S GALV FLASHING W/ - "' U- SPECS q FIRE BLOCK AT OVER- GALV FLASHING 10'-1" LF�DWOVER V G HANGS WITHIN 5' OF w/ HOUSE-WRAP 1E HT a (a I PROPERTY LINE �� /� �� LAPPED OVER m Q Q z i u) LLI WALL SECTION 2 >0z U) W p M 0 Ix& TRIM N SCALE: 3/4" = 1'-0" ,�Arco]Arco] °C Q ° o. _FIRE 5LOCKINn 0 W W o 2x6 STUDS (SPACING > ,� 06oC C3)DETAIL AT OY�� N�V PER ENG'S DETAILS) - — Ix2 VERTICAL BATTENS W � ® 16" O.G. C/) rn R-19 INSULATION 0 d HARDI-SHEET SIDING z W 1( 1 t H I N 5 ' OF f 'R0F L I N 4 HOUSE-WRAP Q SCALE: 3/4n V-011 2x6 P.T. SOLE IE p _ = ,LS,(o.1 BASE TRIM TO BE SELECTED 1 4" CONC SLABO W PER STRUCTUR)IL W 2x6 STUDS (SPACING ENG'S DETAILS PER ENGDETAILS) HODS FLASHING W/ 'S FINISHED �� HOUSE-WRAP 10'-1" OPTIONAL HARDI-SNAKE SIDING EL: +28" FLOOR -__—41--- LAPPED OVER U 1E NT R-19 INSULATION �Tr�nT=rn=nT II 5/4"x8 CONT BAND HOUSE-WRAP II` OVER 1x6 P.T.NAILER �.. ' =1 I ISI 11I I 1—III II a 2x6 P.T. SOLE IE WALL SHEATHING STUCCO FINISH OVER W BASE TRIM TO BE —II11 I I-III— j1 FOUNDATION WALL V L- SELECTED — I I III—III it 1- -1 1=1 II I-I N =1 I III-III it STUCCO SCREED Z Z S" CONIC BLOCK all GONG BLOCK ituj FOUNDATION WALL FOUNDATION WALL =III-I II FINISHED GRADE Z) PER ENG'S DETAILS PER ENCs'S DETAIL$ ,�I i� Q GALV FLASHING W/ O HouSE-WRAP EL I - = =1I I. i� I _i I- 4" MIN (n V $� FIN FLOOR 4x8 BEAM -�- ^ .� LAPPED OVER W T €, 0 USE 1"r 5/4°xPER ENG'S DETAILS 11- II III -L VERTICAL RoDs 1741OF HO8 CONT BAND Al Lu II <a • IIS '• CONIC FOOTING W/ , LL EXPANSION JOINT I OVER 1x6 P.T.NAILER ; ISIII- ° �1 =� a ( CONT RODS PER v 4x4 - 1 4x6 4 ? 4" CONIC SLAB ' ii . STUCCO FINISH OVER I_�Tim m I I _ - =III ENG'S DETAILS Z MR STRUCTURAL a FOUNDATION WALL 1 1 II II I I-1111 I I—III 1 1 1 Q e i a tt 1_ uI END'S DETAILS "" -I 1 1�I 1 I 1 1 I I I I I 1 I O MW -n /y 3 �'' STUCCO SCREED �� W p�� CUT FROM 4x6 FINISHED GRADE TYf= I - STORY V U ro 7777777 — 11 II WALL ' S CTION 1 WBfi�,ACKt IIT -1 1111 I=11 I I I le Z VERTICAL RODS 111 II „ i-i i i- u . I1=1II_ 11 PER ENG'S DETAILS d� n� ° � CONIC FOOTING W/ SCALE: 3/4t = 1 -0 60' III a1�-_-, , I— CONT RODS PER f-�elD.� r W Q 2" 111 11=1 �- - I 1=1 I END'S DETAILS r _ III—III —__ __=III= o Q BRAC K -� M II ' ' ' 111��IIII��IIIII�III1111111��III-1 ' ' U-L/ 211 TYP I CAL CSA E m �. u") WALL SECTION 3 u o u) a ,4CK T "CI SCALE: 3/4" = 1'-0" NOTE: o ' •� ALL STRUCTURAL COMPONENTS SHOWN p MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED Plan #: K1573 ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. Job #: 16-1148 DECORA i I . . 5RACKET DETAILS PLANS ARE DRAWN BASED FINISHED FLOOR OF HOUSE BEE ING SCALE- 3/4" = 1'-0" ,dt(o,� 25" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. A6 . 1 0U W + w cLXw0 '��i-F= Q HURRICANE ANG OR AT EACH MEMBER w w==8iF w W PER ENG'S DETAILS at w-a t�,. 2'-0" ow«U?O GALVALUME METAL ROOF 2'-0" OVER-H <d d w o o 2x6 LOOKOUT ® 24 O.C. m~ `' `'m�cn a FEEL t STICK �� rcw��zaiw � ROOF SHEATHING NALV EAVE ROOF GEMENT W/ m0:w o z mv�rn}0o. O J J�� PEEL t STICK w w j5 55 w M c) LAPPED OVER m 1x2 EAVE DRIP �/ ::::::::. m N M :::::::::: 1x8 FASCIA OVE z N� SPRAY FOAM ' :::::: 2x6 SUB-FASCIA ! , �w 8 M INSULATION �'::':::::::::: :. V -�S rz 1x4 TRIM W z N N ENG ROOF TRUSSES ::`::::: : a PER MANUFACTURER �'::::::::: HARDI-SOFFIT P L f— S g c<►�t a g 1x4 TRIM _ D Vx ii 2x6 FRIEZE � o v Q w (2) 2x6 TOP IE HARDI-SHAKE SIDING c m co � HOUSE-WRAP W n WALL SHEATHING U- 8 W// HOUSE WRAP PER MANUFACTURER04 GALV FLASWING ENG OPER MANUFACTURER p 0 LAPPED OVER GALVALUME METAL ROOF GALVALUME METAL ROOF a < GALV COUNTER > (n G < FLASHING OVER PEEL t STICK PEEL t STICK 0 "F FEEL t STICK ROOF SHEATHING ROOF SHEATHING W W c 12 m HURRICANE ANCHOR HURRICANE ANCHOR m AT EACH MEMBER 12 AT EACH MEMBER w = W Z W 3 cn 4" 2'-0° PER ENG'S DETAILS ©3 4" 2'-0" PER ENG'S DETAILS U U a�III F 3 2'-0" OVER-HANG 3 2'-0" OVER-HANG Q c M D*ow �O �ot-off' O -i 2x4 NAILER i — 2x4 NAILER try HARDI-BEAD BOARD 2x4 LOOKOUT ® 24" OC. FINISH CEILING OVER ::i 2x4 LOOKOUT • 24" OC. PLYWOOD SHEATHING GALV EAVE DRIP I GALV SAVE DRIP IN ROOF CEMENT W/ IN ROOF CEMENT W/ cr_ ------ PEEL t STICK ------- PEEL t STICK W w LAPPED OVER LAPPED OVER Z � 1x4 TRIM � � 1x4 TRIM _-.,,, -_._,_ � � � Ix4 TRIM 1x2 EAVE DRIP Ix2 EAVE DRIP (2) 2x6 TOP }E _1 2x6 TRIM _� 2x6 TRIM Q0 - M 1/2" G W B 2x6 TRIM MARDI-SHAKE SIDING Ix8 FASCIA OVER HARDI-SHAKE SIDING Ix8 FASCIA OVER _ w E 2x4 SUB-FASCIA 2x4 SUB-FASCIA ° (WALLS t CEILING) MARDI-BEAD BOARD p L FINISH CEILING OVER (� o I4 TRIM Ix4 TRIM Q PLYWOOD SHEATHING x >, (2) 2x6 TOP M (2) 2x6 TOP fE w m MARDI-SOFFIT PANEL MARDI-SOFFIT PANEL O ENG BEAM ENG BEAM m � Q Z 1x4 TRIM + 24" O.C. Ix4 TRIM 1x4 TRIM p V) Z TO FORM CEILING 1x10 TRIM OVER 1x10 TRIM OVER w p PANELS 2x FURRING 2x6 FRIEZE 2x FURRING 2x6 FRIEZE 0 (n Z DECORATIVE Ix10 TRIM OVER DECORATIVE 1x10 TRIM OVER 0 cn J Q p QO ,n BRACKET "B" 2x FURRING BRACKET "B" 2x FURRING a ' 1x2 TRIM Ix TRIM OVER 1x2 TRIM Ix TRIM OVER U w v � r- 0 3/4"x FURRING 3/4"x FURRING ca w C14 F" 811/2"xgIt"z' 1x4 TRIM * 24" O.C. 8i/z IIx81/2 11 L rn BOXED COLUMN TO FORM CEILINGBOXED COLUMN rn 10'-1 "10'-1" PANELS Z M HT tE HT tz p &1/2 9 V/2 REFLECTED CEILING \n 6x6 P.T. POST �^ — 6x6 P.T. POST co 1x2 VERTICAL BATTENS cl.1I ULJ t4 2x6 SCUDS (SPACING , 16" OG. ix TRIM OVER ix TRIM OVER PER BUILDING CODE) 3/4" FURRING 3/4" FURRING J MARDI-SHEET SIDING ( ' R-19 INSULATION v HOUSE-WRAP REFLECTED CEILING 2x6 P.T. SOLE M GALV FLASHING BASE TRIM t0 BE W/ HOUSE-WRAP SLOPE FOR W SELECTED LAPPED OVER DRAINAGE " 4" LONG SLAB W/ 5/4"x4 TRIM OVER I/8" / I'-0" Z Z 1x4 P.T.NAILER PAVERS 6x6 10/10 W.WP1. (VERIFY THICKNESS) W ON 6 MIL YISQUENE 1x6 BASE TRIM Q 2x8 P.T. NAILER 4" CONG SLAB O OVER GLEAN, WELL T X DECKING COMPACTED, TERMITE 1x2 TRIM TREATED FILL 4" CONNECTOR PER4" v, U ENG'S DETAILS IxlO CONT BAND OVER 2x8 P.T. NAILER FIN FLOOR W T -=� OF HOUSE 1x6 BASE TRIM STUCCO FINISH OVER -�- -1Tr=n•r—Tn=rTr—nT=-rrl �r EXPOSED BLOCK PAVER GROUTED ON —III —III—III—I I1 N -� 2x8 P.T. DECK JC ISTS EDGE W/ 2" PROJECTION Z a III—III III—III=IIII DETAILS iENISTUCCO SCREED A PER EN —I 1/ I=1 I I IIII—III _ STUCCO FINISH OVER O W =1 I —I 11=1 I II =1 I-1 I I-1I 1=1 I I-1 1 111 1=1 I1 I— FOUNDATION WALL = m s CONIC BLOCK —I I I I =1 JOIST HANGER gyp. — 11=1 1 1 1 1 1 1=1 1 1 1 —III I FOUNDATION WALL PER ENG'S DETAILS 2>8 P.T. IE i� FINISHED GRADE N _ STUCCO SCREED V U W/ CELLS FILLED SOLID • ii ii 8" GONG BLOCK - =III �Io" FINISHED GRADE t FOUNDATION WALL M VERTICAL RODS —III=I I na �IQ PER ENG'S DETAILS f— 1� PER ENG'S DETAILS 1/w 1-111=111=w , ii " —i i — — - i lI 1=1 I a — —_ =1 111 1=1 11 I1 I =_ ___ _ __ _ _ _= I ' I II VIII JI —I 1uj 4�, MIN Z III—I I—III 11-1 l I —I I—I I I= I I—I I 111 11 I-1 I I—I I I—I I —I I III—I I I I I I—III—III—� I=1 I 1=1 I I1 ` CONC FTG W/ RODS I I—I i =III III—III=IIIIII=III III=III v° III=III=III=III-III VERTICAL RODS I1 a I—I PER ENG'S DETAILS x =1 1 =III=1 I Ott_ •< I 1=1 I CONT PER ENG'S DETAILS 11= I=1 i I III=III=111=1 I I— — — =III=111 1 i . i� CONC FOOTING W/ o W I—III- < . �i _ GONC FTG W/ RODS I I I I I I a _ V I I I ENG S DETAILS R cV —III—IIII 8' CONIC BLOCK I—III I Ib4 I;III I — — ` a a p = Q I—III—III— e III—)I1- ATION WALL _ III=III=1 I I=1 I 1=71= 11=1 I 1=1 I I—I I 1=1 W CELLS FILLED SOLID `• ° �_ ' I I=1 I I=1 I CONI PER END'S DETAILS ' , III—III—III=III- 1 III=III—I I � �� —1111 1=1 IIII—I 11 1=' ' ' 1 I =1 I IEEI I 1=1 I I— �I= I I�i I I=1 I I I S I m �� PI RTICAL RODS -I i l ! _III-1 I- l l l Lo R ENG'S DETAILS i � LOCO � FRONT FORCH SECeTION 2 5ACK FORCH SEC' TION 1 NOTE: o � � —� ALL STRUCTURAL COMPONENTS SHOWN SOLE: 3/4" MAY VARY DUE TO ENGINEERING = 1'-0" x(0,2 SCALE: 3/4" = 1'-0" A&.2 REQUIREMENTS. SEE ATTACHED Plan K1573 ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. JOb #: 16-1148 PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR t0 CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. A6m2 "O d 19 W ffa� wv W Wc�a aFF�WW / GALVALUME METAL ROOF X X 6�QW¢ E aW<<Vf-O PEEL t STICK « W us fO (nH m*tn N I ROOF SHEATHING z >>c 5 rcW<<ZOW ix CL Wm 2 -0" OVER-HANG Ix 28Z CL L I } ` (TYP DETAIL) _ SPRAY FOAM y L)(3} - U WW Wd I 12 •::r''" I INSULATION 1 ENG ROOF TRUSS NNmQ W/ HEEL PER 0N O^ro ...•� - I MANUFACTURER lu 02a C4I - sem — 7Lu aanSz Ix 5g� :3 1x6 T<G FINISH f scn CEILING OVER 8 2x6 FRIEZE 1/2" G.W$. DECORATIVE 2x4 TRIM i w `j BRACKET "A" 04 (2) 2x4 TOP IE W WINDOW UNIT PER 0 LL 8 MANUFACTURER'S SPECS INTERIOR WINDOW ' LL 04 TRIM t0 BE SELECTED >- $ I 5/4"x SILL I p Q M 00 5/4"x8 TRIM I °_ I— a "' 2x4 STUDS (SPACING > (n < GALV FLASHING x W/ HOUSE-WRAP PER BUILDING CODE) a J �- LAPPED OVER 2x4 BOTTOM fE i x W m z< GALV COUNTER Fes- _ 2i m < FLASHINGS OVERI W w W,N w PEEL t STICK I = ! 1 M N N04 cn GALVALUME METAL ROOF ... .. I Q t� PEEL t STICK G o N Coll G! ROOF SHEATHING 12 :.r'r1/211 G.WB. ENG BEAM OR r*00 GIRDER TRUSS I W w SPRAY FOAM I F _ Z c Ix& TRIM0 INSULATION I Q N J E W LL O " Ix6 TTG FINISH CEILING I C Y L OVER 1/2 G.W.B. I U Q 12 O °' ca ENG ROOF TRUSSES PER / J 0 ' z TRUSS MANUFACTURER / m Q - Z Lu Z p � cnrn Qoo � ENG ROOF TRUSSESGRE � 001� a cr a PER MANUFACTURERw cl N uj GALVALUME METAL ROOF Cl� 'OJ... DE TA I rl_"� > oC W rn PEEL < STICKui SCALE• 3/4" = 1'-0" cn ROOF SHEATHING z E HURRICANE ANCHOR < _ 12 At EACH MEMBER ° 3 PER END'S DETAILS 4,121-011 21-011 L L 2'-0" OVER-HANG 2x4 NAILER GALVALUME METAL ROOF 2x6 SCABBED TO PEEL 4 STICK EACH TRUSS PER ENG'S DETAILS ROOF SHEATHING J (NOTCHED AT PLATE AND 4x8 BEAM) U _,J ------------- — '- 1x4 TRIM GALV EAVE DRIP �IN ROOF CEMENT W/ / 11 21-011 2x6 TRIM— PEEL t STICK 2'-0" OYER-HANG ':::. W LAPPED OVER (TYP DETAIL) i U HARDI-SHAKE SIDING Ix2 SAVE DRIP ( 12 ;Y HARDI-BEAD BOARD .. .y/ ' FINISH CEILING OVER .:.:. � ' SPRAY FOAM W IxS FASCIA OVER I 1 L """""' INSULATION PLYWOOD SHEATHING : :::::::: Q (2) 2x6 TOP fI= 2x6 SUB-FASCIA I ::•::::h Q ENG BEAM BOXED Ix4 TRIM I I O PER PORCH DETAILS HARDI-SOFFIT PANEL I :•::•::i MW DECORATIVE( 4x8 BEAM I ENG ROOF TRUSSES PER I..L BRACKET B HARDI-SHAKE SIDING :•::•:: :;:, I TRUSS MANUFACTURER U Ix2 TRIM HARDI-SOFFIT PANEL GALV FLASHING HURRICANE CONNECTOR 812"XS��Z 11 lx4 TRIM t COUNTER FLASHING (o I At EACH MEMBER PER O W BOXED COLUMN PER TYPICAL 12 EN1G'S DETAILS T 2x6 FRIEZE FLASHING DETAILS 1x6 TTG FINISH CEILING y ' 12 I OVER 1/2" G.W.B. U U DECORATIVE I BRACKET "C" I 3 1x6 TRIM 1/211 G.WB. W z 2x(o STUDS (SPACING CO PER END'S DETAILS) O W fE Ht n -17 _�. 0 - 04 o Q LM u')5RACKETED TAIL - DOWN, GREAT m 0 CD DETAIL AT FORCHES 3 SECTION DE 11.... 2 ~ SCALE: 3/4" = V-0" v Aro. SCALE: 3/4" = 1'-0" r4�.3 NOTE: 0 o � V) ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL Plan #: K1573 COMFNX4ENTS TO BE USED. Job #:11 16-1148 SHEET NUMBER PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE t0 BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION- FIELD ADJUST PLANS AS NECESSARY. A6m3 INSTALL METAL ROOF OVER ~ FLANGE AT HEADo d _ GALVALUME METAL ROOF w w (INSTALLED PER 0-w w W MANUFACTURER'S SPECS) w w= —o w F_ OVER PEEL t STICK F-4 5 MOw F5W OPTIONAL - PROVIDE LEAD VENT OVER PLYWOOD SHEATHING O W%%§�_O BOOT WITH INTEGRAL FLANGE (PER ENG'S DETAILS) <<Ix d w _� OVER ROOF MEMBERS .1a�m g� C VENT STACK - SEE BUILDER FOR Z�3> SIZE t LOCATIONS w ra.z o a n cn rn a WINDOW INSTALLATION (METHOD A-I) PRE-FOND FLE ISLE BOOT p W J J<� WEATHER RE5ITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING W/ INTEGRAL FLANGE a cwi�rii�S v FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SET IN PLASTIC CEMENT --------- W W V V wa.Fw_ SECTION A INSTALL FLANGE OVER cc STEP THROUGH WINDOW JAMB (DIN WATER SHEDDING FASHION, METAL ROOF AT BASE _ STARTING AT THE BASE OF GALVALUME METAL ROOF o OO M 40 THE WALL 4 WORKING TOWARDS --v- N THE TOP,INSTALL THE WRB SEALANT BEAD (INSTALLED PER °�M TO THE FACE OF THE BEHIND MOUNTING SHEATHING. FLANGE. Q APPLY SILL FLASHING MANUFACTURER'S SPECS) _ N A PE {y� Q APPLY BEAD OF SEALANT OVER PEEL < STICK Z n OVER PLYWOOD SHEATHING 0.4 FAT BACK LANGE SOr NDNDOW us1NG ,,- �� (PER ENG'S DETAILS) ,, g a SEAL THE WINDOW FRAME TO PAN HEAD SCREWS TO OPENING. APPLY A bl."NOM. , OVER ROOF MEMBERS , = (L FACILITATE INSPECTION. DIA.TO THE BACKSIDE ———— — S (INTERIOR)OF THE WINDOW ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY SOTS. —[pl\ \ 24" WIDE METAL VALLEY O 5 SIDE JAMBS.EXTEND S)S" PRE-PUNCHED HOLES OR L o FLASHING J / \ O� N FLASHING OVER PEEL t STICK 8 N ©APPLY JAMB FLASHING SEALANT BEAD BETWEEN �' �5 JAMB FLASHING FLASHING AND MOUNTING Ix (o APPLY BEAD OF SEALANT APPLY DONT.SEAL TO THE MOUNTING FLANGE. AT HEAD FLANGES AT THE TOP(HEAD)AND �'/ / 04 N ©APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND ® NOTES: ' SEALANT AT JAMBS 5,16"ABOVE / THE R.O.AT HEAD.EMBED JAMB / IN ®'A�AL PREVIOUSLY APPLIED FLASHING INTO SEALANT AND / 1 - INSTALL IN STRICT ACCORDANCE WITH W tl- FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASWIW. i \ i' p APPLY NEW SHEATHING TAPE GOES OVER SEALANT). MANUFACTURER S WRITTEN INSTRUCTIONS OVER DIAGONAL CUT-SEE LL O DIAGRAM. SECURE WRB AT HEAD 2 - APPLY ROOFING CEMENT OR SELF-ADHERING 04 a$ I FLASHING OVER FLANGE AS HEAD ONLY °a N L Q M FLASHING AT HEAD 0 H < EXTENDS I"BEYOND ® JAMB FLASHING. O- O \ OHEAD FLASHING • VALL y FLANSHINn J EMBDETAIED BOTTOM OF THE °C � \\ HEAD FLASHING AGAINST W UJ pJ = 9= THE PREVIOUSLY APPLIED � U SEALANT \ SEALANT(FLASHING GOES Q' i OVER SEALANT). EXTENDDETAIL : VENT SCALE: NOT TO SCALE = Q �W < \ / HEAD JAM RING BEYOND U 2 <w,O4 8 / ca EACH JAMB FLASHING. /� FASTEN IN PLACE. SCALE: NOT TO SCALE ~ U m Z N� _ <vii Ik' a �0)< QB JAMB FLASHING I I G EXTEND JAMB FLASHING TO OVERLAP SILL I I FLASHING. EXTEND JAMB FLASHING 6V' \ I J ABOVE ROUGH OPENING AT HEAD_ U)gn I / co TUCK TOP OF / V/ JAMB FLASHING \\ I // SEALANT cc UNDER THE FLAP \ OF WRB AT THE HEAD.SEE DIACsRAM. I ,r.� SILL FLASHING © -\ +'"•- SHIM AND ADJUST WINDOW TO ACHIEVE 5=ARE, Z M ® PLUMB,AND LEVEL CONDITION. USE CORROSION C3 RESISTANT FASTENERS. FASTEN WINDOWS PER 0 — CV O /d i WINDOW MANUFACTURER SPECIFICATIONS. Q M LU J a II I WEATHER RE5I5TANT r, ,"`••�\�Jj I BARRIER(WRB) Y O y\ I CC O AT A 45 DEGREE ANGLE,CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE a -+ / TOPEDGE OF THE BARRIER UP AND TAPE THETOP CORNERS AND CENTER TO THE EXTERIOR � O W J d. Y U1R8 SURFACE ABOVE. >= - Z a INTERIOR VIEW �/� TOP LEFT CORNER OF WINpOW 0 V J W '^ Z O � Vl M W Q o o � a — ir N W 0 N U x w _j o oV w 0) W 0 Z '- DOOR FL,ASHINCx INSTALLATION WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE DOOR INSTALLATION, 0 STEPS (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP,INSTALL THE WRB TO THE FACE OF THE SHEATHING. co 0 CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB 3 INSTALL DOOR PER O MANUFACTURER'S INSTRUCTIONS ®APPLY JAMB FLASHING ©APPLY HEAD FLASHING / W U F- ZZ FLASHING AT HEAD ui \] 4" EXTENDS V MIN BEYOND 1/4" O® JAMB FLASHING. B � O 05 HEAD FLASHING MIN� APPLY 4"WIDE WALL SHEATHING SELF ADHERING MEMBRANE FLASHMG,OVERLAPPING PER END'S DETAILS W DOORFRAME 1/4" q� EXTEND SELF ADHERING APPLIED WOOD ��" .• •° ' MEMBRANE FLASHING I"MIN ; S •\ `"� •• \ U BEYOND JAMB FLAHING FINISH (SEE ELEVATIONS) 114" OVER APPROVED �;�•• WALL FINISH ASSEMBLY ��Tj Q O APPLY 4'HI a WEATHER BARRIER >�,\ ,I..AP WEAtHER BARRIERS -� �J \\ O Lu SELF ADHERING MEMBRANE .. >'� .• .. FLASHING,OVERLAPPING EXTEND PEEL t STICK co DOORFRAME I/4" VER NAILING FLANGE UP WALL Z" (MINIMUM) x2 GALV FLASHING O INSTALL DOOR 4 THRESHOLD I LAP WEATHER BARRIER INSTALL DOOR PLUMB, I OVER FLASHING AND SECURE �` KICK-OUT FLASHING LEVEL AND SQUARE PER MANLFACTURER'5 i WITH STARTER STRIP tISEE DETAIL) v W WRITTEN INSTRUCTIONS I I ..... SET THRESHOLD IN I GALV COUNTER-FLASHING OVER i 110' /� ' "... BED OF SEALANT '� LI "F ® APPLY SEALANT Z EXTENDED PEEL t STICK ODGOFREO \\\ VA � .O� W EFRONT �' METALROOFIN = _c'4 Z I PER MANUFACTURER'S 3 i WEATHER RESISTANT — BARRIER(WRB) �' I SPECIFICATIONS \ ' � � II ATA 45 DEGREE ANGLE,CAREFULLY GUT THE ` EXTEND KICK-OUT BARRIER ON A DIAGONAL. GENTLY RAISE THE I GALVALUME METAL ROOF ''� TOP EDGE OF THE BARRIER UP AND TAPE THE i /% FLASHING Z" M r�^ TOP CORNERS AND CENTER TO THE EXTERIOR OVER PEEL E STICK BEYOND FASCIA WATER m �y,� OVER PLYWOOD SHEATHING \ / WRB SURFACE ABOVE. ` �..:.�.'.�;:•; �' / O CUT WEATHER BARRIER AND FOLD (PER END'S DETAILS) SIGHT / IN AND AROUND DOOR JAMB OVER ROOF MEMBERS ./Y••• •.. . ..�...:.• SEAL F-- o v GALV FLASHINGPLYW D SHEATHING O NOTE: 3 V _I OVER PEEL e STICK INSTALL KICK-OUT FLASHING A PER ENCS S DETAILS BOTTOM OF ROOF t WALL ROOF CEMENT FEEL < STICK INTERSECTIONS UNDERL4YMENT Pian #: K1573 GALV EAVE DRIP Job #: 16-1148 P.T.FURRING COPT - SEE WALL SECTION) FASCIA TAIL : WALL FLASHING A Af I ' DETAIL : WALL/<c<_ 0uT FLASHING. FLIED WOOD FINIE SCALE: NOT TO SCALE A7ml SCALE: NOT TO SCALE ELECTRICAL L ZuWZ �� O IX V V Ix X a Ua��OW W i WW- -pW� PRE WIREFF�oowFS ® 220V OUTLET p W E BRACE z' U o CEILING FAN � 110V OUTLET <~ppm�� o W/ LIGHT 88,5 N 11 13 - 110V OUTLET oz W'a <z o� ~ UTILITY PREWIRE kms- IN CABINET �w-1 N<Qa 95 `� W J J�O YARD E BRACE ��-_ X>-IX- o - WP WEATHER PROTECTED W W O O W IL- CEILING FAN Q110V OUTLET ��iEI TANKLESS , -N WP (NO LIGHT) GFCI GFCI 110V OUTLET W/ GROUND GAS WATER A/G A/G � m 14 AIR FLUOR LIGHT �o N�a HEATER r1 t GFCI FAULT CIRCUIT INTERRUPT z N� WP DISC DISC ` 3 u 46' 46' 46' g f 1!Ma GFCI W/S �_� , AFF AFF t3 AFF 15 UC UC UNDERCAB RIBBON U ' \ ----------- 1IOV OUTLET LOCATED Z N F ABVCB � LIGHTING � W ABVCB ABOVE CABINET + GFCI WATERSOFTNE ---- \ S g VFCI�\ GFCI ��I� � _`\ - LOOP R . CEILING EXHAUST = a � 110V OUTLET 4 TELEVISION JACK � .� I \\\ FAN/LIGHT FIXTURE ON WALL (VERIFY HEIGHT) U o CEIL) ��' � ll0'-1" CEIL) '- _" =N \ cel AI \ CEILING EXHAUST FAN c p - _ I --- H3 `\ LJ I �\+ � GARAGE DOOR OPENER Q 0_ �\ / I �' `\ ' CEIL) ``,-_ + pig O N `. , • ` r P.C. IN �- , i LIGHT � ( N Xll I ' ' I i GFCI ® FLOOR PLUG W N ' ► GFCI ATTIC ��' , DIRECTIONAL RECESSED ' � ' O WNERS�`� \`\ i i I I - - �--- --J o — -41 - I LIGHT FIXTURE o \ \ i , D W AVC 1 EQUIPMENT OUTLET LL. N BATH i I + I I I I GFC -. `\ L�'�'S JL——J r CEILING MOUNTED (VERIFY POWER NEEDS) m o HOT TUB BY OWNER _ (10'-I" CEIL) \ + I I \ I \ I , (VERIFY POWER , iii �\ `\ �\ ( ® —ELECTRIC LIGHT FIXTURE o Q M o REQUIREMENTS \N "N" I PANEL r Qw CEILING MOUNTED W/ OWNER) _---- ' I -__'' I • \ �` i/ ( \` I i' PENDANT FIXTURE SWITCHES a>-C � U 1 ( + ® - i $3 3 WAY SWITCH a ` I ® / ' - -Q- WALL MOUNTED w W - ---- - -------- OWNERS -----� /, `w— T LIGHT FIXTURE �D DIMMER SWITCH mW WALK-IN 1 I I ® co 3 3 v a :m 14 -- I I ----- \ \ _------ DOUBLE 5 51 00 JAM SWITCH � = m z W i (10'-I" CEIL) \ P.G. IN L , . � ,_ _ . FLOOD LIGHTS I I ATTIC -`�� I I I ---- �. - _- ,` GAR,�t, E 4 � V Q Q c^� I ___ , , ;_;, --"' - _ DATA OUTLET a ►� , (10-I IE HT) p o'*W I ( � (10 1_CEIL) I I �\ - (AFF FIN FLOOR of HOUSE) ® (PHONE GABLE) ® SMOKE DETECTOR ;0 IL I ,,'' `� ; � --- ---- -� I `\ BATH �'2 �� • ` \ I I ` % ► ' + ' ' / °° ` --Q TELEPHONE JACK DISC CEIL) \ \ GD.O. GDA. \\ \�\ '' ' ' \` I -- �' i/ i \ \\`------" �} TELEVISION JACK DISCONNECT SWITCH ry � / r —— I I 1 `� , �/ I ( I 1 1 �� - �i GFCI , W W \ CARBON MONOXIDE I I i i /' ( I ` \ ` i L.IF. LOCATE IN FIELD CO DETECTOR ALARM Z cY, cl) 0 04 F— WALK-IN 02 I I PNTRY � , ► ; v, "' I I ► 1 ' , _ ' 1 ' ® ff (10'-1" CEIL) ; i GFCI VCENTRALACUUM W U- 0 Y CC O C/V / GFCI d b] w \ WP ® � _-� , r --- -_= -¢ SUITE #2 w Y GFCI + uc uc uC uc' I ' � O a z 1 ® © ` (10-1 CEIL) � Z EQ EQ - I - ELECTRICAL NOTES o 0 � < � jj , I I `, I o Z o `N I / \ ( 1(d-t ABOVE _------- --- ABOVE 0 M 1 O_ J 'I DOOR DOOR C J Q a to {—{ 1 PO CH i I r GAS RANGE W/ GDISP SWITCH I I I GEIL H (10'-1" IE HT) 1 1 VENTED HOOD / IN CABINET i ( i W - cr I ALL ELECTRICAL WORK TO 5E IN ACCORDANCE a ( i WFP I I ;' WITH NFPA �- - 2011 NATIONAL ELECTRIC CODE. W co o o i I D/W I ; (1m t CEIL) I I OLS ac GENERAL CONTRACTOR TO CONFIRM THAT ALL > w � TO REAR DINING \ GFCI I I GFCI / __'/ / w th I ) ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, LANDSCAPE cn (VOLUME CEIL) - _ ,, ,,_ ,, `- -, __ __ INCLUDING BUT NOT LIMITED TO: OUTLET SPACING c� 1 LIGHTING _ _ _ ( 1 - ' + > LOCATIONS KITCHEN \�; � 'I \` /� OUTLET/SWITCH LOCATIONS IN WET AREAS, I OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. _ rLe (VOLUME CEIL) i ——— - / � ' r--- -- ---- ---- ----------� \\'"' % � \ �`` ` / `\ I I ;' 2 - PROVIDE ARG-FAULT CIRCUIT INTERRUPTER (AFCO � it J ; I I PROTECTION THROUGHOUT, WITH A LISTED II . ' j `� I i L IGHT ING 4 AFCI, AS REQUIRED PER 210-12 (A) , (5) 4 (C) I , AND F5C 83902.12 co - ; - - i--- - - - - - - ` S !tel I TCH INCA NOTE 5 D 3 - 1009'6 OF ALL PERMANENT FIXTURES TO USE > I ® L.IF. OPENLA I > I=OY '----- J I ABOVE I (VOLUME CEIL) ; I I HIGH-EFFICACY LAMPS PER V L— —————— —— — ————————— 1 - ALL RECESSED LIGHTS IN SLOPED F5C - ENERGY CONSERVATION 840.4 ' ---- ,, ___-- FRONT I I CEILINGS TO HAVE SLOPED W AT � CEILING ADAPTERS FOR 4 - LAYOUT: THIS DRAWING 15 DIAGRAMATIC IN U// 90 LIGHT ANGLE. ,., '_,------� �,-'' -..,, NATURE AND SHOULD NOT 5E SCALED. ELECTRICAL Z Z 1 I Room J, STUDY (10'-1" M HT) EQUIPM I ; `\ ► (VOLUME CEIL) ---_ + ` \ `�\ ` ,_ „ �' _ GENERAEL CONNT TRACT R TOWN 18 IN PERFORM WALK-THRU ERAL LOCATION. W � I ; +\ __-------- '\\ + (10 i CEIL) I I 2 ALL SWITCHES TO 5E DIMMERS 0 O - _ � `, �,_ � I I EXCEPT CLOSETS 4 PANTRY � THE HOUSE WITH THE OWNER PRIOR TO -- i INSTA .LATION OF OUTLETS, SWITCHES, FIXTURES, V '-------- "' � '1--_---- , THERMOSTATS, ETC. W 3 - 5ATHROOM EXHAUST FANS TO 5E r _ ON TIMERSVIENV I I `\\ v r ; �, ; ; ; ; \ I I 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS Z Q I I A O ( ICE I' WP i C%46 FI SS O W GAS FIRE \\�` i \ I I (10'-1" le HT) I�I' GFCI --'' ' P- wP `, I I WITH OWNER PRIOR TO START OF WORK I 1\ 4 ®® 4 GFCI 1 - ► 6 - SMOKE 4 CAR50N MONOXIDE DETECTORS: _ ----- ---- I f ► s ,"----___ +� GENE"L CONTRACTOR TO VERIFY THAT DETECTORS V U `\ GFC / ,-' ' ARE ROVIDED AND INSTALLED IN QUANTITIES AND ------------� AVCE LOCATIONS AS REQUIRED 5Y CODE. I I I P REFI WP ®® ' \ I-� GFCI I • \ �___- ,__ ` / - GOO INATION: GENERAL CONTRACTOR TO AB CB fi BVCB 1 \\ ' 1 j IGFC \� \�` % I ( - \ \ \\ �\ �\ �\ I I GOOi INATE THE WORK OF ALL MECHANICAL AND o W 3 3 4 I I ELECTRICAL CONTRACTORS TO ENSURE WORK DOES o _ T GARAGE *2 + N I I NOT doNFL ICT WITH OTHER TRADES. \ a �" Q _-- G.D.O. I 5ATH 04 I I I 8 - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO °M° N � CU — — —— � cel-11 I COVERED I I HVAC; NOTE. PROVIDE A CENTRAL DATA CONTROL 50X FOR DATA _ - I' SUITE *4 I � ' (lm�) i I PHONE, AND CA5LE WIRES TO 5E RUN. PROVIDE � -0 -6 � ~ WP O O GFCI '-' \i GFC (10'_1" CEIL) i GFCI /-`\ ; U HOME-RUNS TO 50X FOR ALL PHONE AND CA5LE WIRES. 3 o cn _..I (SEE DATA COMPANY FOR LAYOUT) o IDA -------__ 1 - PROVIDE TWO (2) HVAC UNITS o ' —————— — (LOCATED IN ATTIC STORAGE CPI OVER OWNERS CLOSETS) S - FIXTUI HEIGHTS/WEIGHTS: GENERAL CONTRACTOR Pian #. K1573 TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND Job #: 16-1148 W/ DISCONNECT SWITCHES PROVIDE 5LOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR : ' ZONE 1: NORTH WING ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL ELECTRICAL ZONE 2: GREAT ROOM 5E CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION t SOUTH WING OF ROUGH 50XES. SCALE: 1/4 ' = 1'-0" (VERIFY ZONES IN FIELD) 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR 2 - VERIFY THERMOSTAT LOCATIONS AT MAIN PANEL. ■ WITH THE OWNER All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA -------------------- -----------T------------ ------------ -------------------------------------------------- --------------------------------------------------------------------------------------------------------------- ------------------------- --------------------------------------- ----------------------------------------------------------------------------------------- -------------—---- -------------------------- Rcof Floor I i -- ---------------------------- OFFICE COPY ------------ Top Chord Live Load 20.00 4000{ p.s.fi Top Chord Dead Load 7.00 10.00 p.s.f., 55'4' ------------ Bottom or Live Load 0.00 0.00 P.S.f. I---- -------------------------------------- ---------------------------------- ............. ----------------------------- - ------------------------------------------ 10.00 3 5.00 p.s.t 12'8" 43'4" i Bottom Chord Dead Load C'----------------------- -------------- -------------------------- ---------------------------------------------- -------------- ----------i -------------------------------------- ------------------- ------------ % x 0" '0 2 '2-0%2'9- A I Total Load 37 55 p.s.f 4z --Bb20)- JOTA -----------r,----------------------- Duration Factor 1 1.25 1.00 ----------------------------------- --- 01A:'i J09809) 021B JO& ---—------------------------------------------7-7 Building Code FBC 2014 RES 11 J03 A8 ■ Wind�1 G01 Standard ASCE 7-10 A41- of TO" G0•2 Wind Speed 130 m.p.h. rA°Ao1Asxsx 7 !7- 3 Wind Usage RES.CAT 11 Al Building Exposure C 2 A03i r, 4 , -- ■ .I G04 2'0"�Z q' Closed 6" A Building Type ---------- co ■ 6,9, ---------------------------------------------------------- --------------- ------ G 5 ;it A05 NOTE ■ ■ dU it is the responsibility of the building designer or architect to 62 A06 provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special bi �G04 bl' considerations for mechanical equipment and/or plumbing(and th -4 their connections)in truss space must be diagrammed by the G03 builder an approved truss layout prior to fabricator. Hui G& Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WI 1-1995 4 C4Hru 1-62 (sections 6.0 and 7.0).Accordingly it disclaims any i responsibilities for the the construction design,drawings, Hb3 H, 2 J03A bl documents including the installation and bracing of trusses 4-0" 04 b'! manulkdtired byManning,B ildin SU1P#Wes---- � I yJ b__g_ R 4 H 2B ;JOA Warning: ------------------ 61 J0iA Conventional training,,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or < truss manufacturer Persons erecting trusses are cautioned to H1# seek professional advice regarding erection bracing which is I PO 6) uz6 L) 0 always required to prevent toppling and dominoing during 8'8" ------------- S 1 7 Is �1 b 0" '0"?'0' '0"+;'0" '0" 2'(" '0" erection;and permanent bracing which may be required in ?Ajr specific applications.See"Bracing wood trusses commentary U) HWM and■ recommendations(BCSl 1-03)for further information. Luuxs Trusses shall be installed in a straight and plumb position. vi d b Mere no sheathing is applied directly to the top and/or bottom 3: chords,they shall be braced as specified cn the engineered K01 HO� 18'S" 17'11 112" design.Trusses shall be handled with reasonable care during 7 M. erection to prevent damage or personal injury. UJ 24 ---------- b OVERHANG ADDED BY OTHERS Approved truss anchor by builder. < 2: 2x4 minimum top and bottom chords. i2' 2'0' 2 -0 2,_(r�2'_0",,,2'_0'__ 0 i Square cut overhangs. Z b 12 K01A -U— LCU> U, < X 3& 7 Wiv Hruzs -------- 45116 5 �,CR41 iII ----------- T. 5112. 12 4 24" X Hatch Legend Uti -Unlesinotid- 02 0' 0" otherwise +z 0' 10-1 1/8"PLATE HEIGHT� 2 ;ir --------DO�(qj....... HTU2a +k-; ki ------ 3"PLATE HEIGHT J 14 Typical Truss Ends -------------------- TYP_--------------------------- -------------------------------------------------- ector F[04C Truss Conn Tot uit ------- J'� Engineer of Record: a Manuf Product N- -------- Qty- Hb5 8" &� 18'5" N HGUS26-2 3 FL PE ----------------- Hob f -N------------ ........... ---------------- ------ Derek Murray, PE -2 HGUS28 4 LEDGER ATTACHED TO WALL #71457 HTU26 89 ------------------- H7 J64 4745 Sutton Park Ct#402, A Jacksonville,FL 32224 J64 ------------------------------------------------------ bo 1'8"t2'0",2'O"i2'0"�2'O"i2'O",2'(Y'� 2-01 2'(" 2'0x.2'0' 2'0" J621 J62 u Manning Building I Supplies, INC. J 161 H19(3) ca M 11155 Philips Parkway Dr.E. -------------------------- Jacksonville,FL 32256 4'4" 55'4" 8' Phone:(904)268-8225 Fax:(904)260-2981 'NMV,NlaS-00RP.00KA Customer. J 0-N2 6 3 OR J03A 2 JO�A Jul \H J" 104 J, ■ J 2 62 Jo 1 J 1 6 re IS Riverside Homes ------------------------------------------------ Job Name: Berichon Residence --------------------------- -------------------------------- �65/ /ABCC i scale: Owe` ------------- FLORIDA PRODUCT APPROVAL CODES: I ITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993 ... BLUELINX ON-CENTER BLI-JOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N.T.S. 13/28)2017 JK 1 1 J170030 ------------------------------------------------------------------------------------------------------------------- -------------------------------------- --------------------------------------------------------------------------------------------------- -----------------------------------------------------L----------------I------------------- ---- --------- r-- ------- ------- ------------------------------------------------------------ ------------------ _____ All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA _ __ ------ __ Roof Floor j Top Chord Live Load 20.00 1 40.00 p s f. i OFFICE COPY Top Chord Dead Load 7.00 10 ps.f. j __4�--- - __ Bottom Chord Live Load 0.00 0.00 I p.s.f.' ch ;•a M Bottom Chord Dead Load 10.00 5.00 p s fj --------- -- -- -- - --- 1 Total Load 37 1 55 p s f Duration Factor 1.25 1 1.00 1 1 - -- - - ---- -- --1 J13 J13 Building Code FBC 2014 RES M01T Wind Standard ASCE 7-10 A Wind Speed 130 m. h. j p. io 'Wind Usage RES.CAT II iv Building Exposure C b Building Type Closed M01 c� ---------------- - --- -- ------ - ------------------- NOTE It is the responsibility of the building designer or architect to 1 provide an appropriate connection for trusses to supporting J13 J 13 structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and M :V M their connectionv in truss space must be diagrammed by the f— `� builder an approved truss layout pnor to fabricaton, Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WFCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses i_manufactured by.Manning Building Supplies_____________.__._____ Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is 1 always required to prevent toppling and dominoing during erection;and permanent bracing which may be required in specific applications.See Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. Wbere no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. -- -------- ----- - -- d truss hor 2'6" 2'6" 2x4 min mum op and bottom cdhords. --v -- Square cut overhangs. 12 N,, 4 5116"J13 ( 5112BRG24lVess noJ15 tiotherw se,J 15 - -- -- ---------- 21 -- - 2'0r 2'0" 2'On 2'0" 2'O" 2'01' Typical Truss Ends _ ---- -- - J13 - - r - -- J13 - - - _ -- --- - --- - - -- Engineer of Record: -co'n B t�o2(s� �- M Derek Murray, PE - FL PE o fir #71457 19'0" -- ----- ------ ------ --------- -------- --------- —---- 4745 Sutton Park Ct#402, Jacksonville,FL 32224 ------- - -------- Manning Building --- --------------------------- -- Supplies, INC 1 Hatch Legend pp -------- - -------- 11155 Philips Parkway Dr.E. ! Jacksonville,FL 32256 f/,f 10r- 1 1/8mm PLATE HEIGHT; 1 Phone:(904)268-8225 r8ns- i Fax (904)260-2981 ' k ;114'-3" PLATE HEIGHT WNWMas coRP.con1 _ _._ JAXTRSa Customer:-_ ------- - _ --- -tJa- -- —- - Riverside Homes -Job---Nam ----e:---------------------------------------------- - ! i Berichon Residence j -------------------- --1 65/ /ABCC FLORIDA PRODUCT APPROVAL CODES. MITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993 ... BLUELINX ON-CENTER BLI-JOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 Scale: ere: Drewn By Jodi Nurnbec - ---------------------------------------------- ------- --------- -------- -------- ------ - —- -------- -------- ----— --._ - - - — ------ —------------------ ------_ -------------------------- - - - -------- -- ----- -------- -------- ------ ----------------------- -------- --N.T.S. - --- --- —' S 3/28/201 f JK �':J170030 - -- -- - ------ -- - .. -------- ----------------------- -------- All claims for error or defective mater al must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA -- - - --- - ----------- M02 Roof Floor ll - 'Top p oChord Dead Load - 7.00 10.001 p S f, 1� Y �Tp I OFFICE COPY 4'6" Bottom Chord Live Load 0.00 0.00 ps.f. ----------------- Bottom Chord Dead Load 10.00 5.00 p s f v: - -- Total Load -" - + 37 55 p s f. - - - - ` Duration Factor 1.25 i 1.00 G04 --- - - - - ------ _- -- \\ Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. - --- - -- — - -- -� I Wind Usage RES.CAT 11 j Building Exposure C - i Building Type Closed GARAGE j NOTE j O { It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment andlor plumbing(and their connections)in truss space must be diagrammed by the bui ved truss to '--- --__-- -----_.. _ _.-__- -----._ _ _ -- ---- -------__ _ --_- ___, Manning Building Sup lies spa trussrma manufacturer whose 8P rer { responsibilities are limited to those described in INTCA 1-1995 24'0 (sections 6.0 and 7.0).Accordingly,it disclaims any. ------—-_-- ----__-- -_._ -__._.___ —_-- -___--__-__- responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses manufactured bYManning- uppfiea_-____________--___1 -- Warning: Conventional framing,erection and/or permanent bracing is not I the responsibility of the truss designer,plate manufacturer,or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always requited to prevent toppling and domino ing during erection;and permanent bracing which may be required in r - - -- -- --- --- specific applications.See"Bracing wood trusses commentary L01 - - Hatch Legend j and recommendations(SCSI 1-03)for further information ---- --_-- ----- - H§ 10'- 1 1/8" PLATE HEIGHT Trusses shall be installed in a straight and plumb position. T Where no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered 14'-3"PLATE HEIGHT design.Trusses shall be handled with reasonable care dunng F \\\ _ ------_- ---_---_ ----_.-__ ------- erection to prevent damage or personal injury. - - \ - truss roved \ E02 2x4 minimum top and bottom chords. ---------� 2 ......... - O Square cut overhangs. 12 / 3-213116" P05 C04 C 12 K01 K01A U7 ORG. 7 - A v �� ` � v � � � 5112 /J -- 3�1? 24 — \ \ Unless noted") ------ 5 - - 1 _..--- ! 2X FLAT i\ othernnse, Y Typical Truss Ends— l D01 D05 ,f l(� Engineer- of Record: Ii I i Derek Murray, -PE FL PE {I #71457 FOYER 1 ' M' --- �` " ___ ------------- - l'jRo1 4745 Sutton ParkCt#402, GREAT �! DI ING / { l ---- - -- ---- ___-- -_---- --- { Jacksonville,FL 32224 M ROOM KITCHEN ! -------- - ------- -- .Manning Building Supplies, INC. STUDY - PWDR pp r SUITE 211155 Philips Parkway pr.E. j (, Jacksonville,FL 32256 Phone:(904)268-8225 Fax:(904)260-2981 'NP JW.MBS-CORP.COM - i l { '! _ ______ -. ,' JAXTRUS1, MBS.CORP_COM Customer.. _I Riverside Homes ----- ----— - ---- Job Names 30'0" 11'0' 8'0" Benchon Residence ----------------------- ------ -- -- -- - --------- ------. ..- - - - - ----------- - - Lotams tv '65/ /ABCC ScafeIAater---------------7wawn By --;Job Number: -- I FLORIDA PRODUCT APPROVAL CODES. ITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993 ... BLUELINX ON-CENTER BLI-JOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N 7 - -------------------------- — - ----- -- - - - -------------------------- ----- -------- ------- ----------- ------ ------ ---- ----- ---- ------- ------ ------------------------ -------- ------------------------------------- ----------------------------------- -_ -- -— --- --------- ---- -- - T S 3!28/201 JK J170030