The URL can be used to link to this page

1730 E Park Terrace addition permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 - INSPECTION PHONE LINE 247-5814 z wl O? RESIDENTIAL ADDITION MUST CALL BY 413M FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: lob ID: 17-RADD-3080 Job Type: RESIDENTIAL ADDITION Description: residential addition & interior renovation Estimated Value: $200,000.00 Issue Date: 2/24/2017 Expiration Date: 8/23/2017 PROPERTY ADDRESS: Address: 1730 E PARK TER RE Number: 172020-0394 PROPERTY OWNER: Name: Moore, Paul Address: 1730 Park TER GENERAL CONTRACTOR INFORMATION: Name: C E M Builders, Inc. Craig Steven Gallup,CBC047846 Address: 10143 Bishop Lake RD Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration,including sod, is required. Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. All runoff must remain on-site. Cannot raise lot elevation. Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ny p an c ange mus esubmitted as a KeVision to the BUIlding Department. FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $390.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $780.00 STATE DBPR SURCHARGE $11.70 STATE DCA SURCHARGE $11.70 BD PLAN REV. 2ND $50.00 SUBMITTAL Total Payments: $1,393.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES ytf�� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) �- R, `i 800 Seminole Road 19AM— 3910 Atlantic Beach,Florida 32233-5445 I Phone(904)247-5826 - Fax(904)247-5845 Data routed: bt laylap19 p E-mail: building-dept@ceab.us City web-site: hftp://w .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1.3c7 PCLj)( 2t(ac..L F�+Is{ ;Fire rtment revi" wired Yes o :fir Applicant: C6,+A TJU.t�I%N-.� '`"fY� n & on 1 dminis m or Project: cQ�sldt.M�al udd.t ,l l7n °� t /i�YWorks Utilities � f Q n�lafionS Safety ervices Review tee.$ .Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept.of Environmental Protection Flodda 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. (Circle one.) Comments: n Q BUIL G /IV'IU PLANK G&ZONING Reviewed by: Date:d '�7"yam TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised D6114109 �S City of Atlantic Beach APPLICATION NUMBER jr Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 11— �� —�s'o0S � Phone F pg j (904 826 Fax 4)247-5845 E-mail: building-dept@coalb.us Dl�ayla�l� Date routed: i City web-site: hhp:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 11 ZU PCtIV,-Vt((aQ tCAS4 Department review required Yes No Qu In Applicant: C6M att.t�dta(sl �'Y\L.• Plannin & onl Tree Adminis or Project: Q6,16CO CO 6LAIU AID fly 4- %Me44 Public Works j2tlWp-`11D/1.SUtilities Public Safety Fire Services Review fee $ Dept S1gnature; ....aY� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [-]Approved.� / Denied. (Circle one.) Comments: SriCIgoA,rit! BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ®Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: / FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 ?S. • �� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 1+ ?-AM- 3080 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-564 Ot la'Aapo E-mail: building-dept@ooab.us "" ' c Date routed: Chyweb-site: hitp:IAw .coab.us tad APPLICATION REVIEW AND TRACKING FORM Property Address: j-A3O PC.L(��aUL�s De artment review re aired Yes No u m Applicant: A I -Planning&Zon7RJs ��,•• ,^,ll ,l ,l wle ' Tree Admims ra or Project: ry � t{}ltT�l ttdd-t 1T 17(� tTc.t4 Public Works ® ( Ln DJC'ti0AS Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review- pt eview or Receipt Date Of Permit Verified B Flodda 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: ❑ hLl Approved. /, Denied. (Circle one.) Comments: -lee "[.cWW BUILDING PLANNING &ZONING Reviewed by' Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied.6, og f // PUBLIC WORKS Comments: delve da' 490dv'o'4 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: -Ag;� Date/10 112 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0514109 yf,•Li�, City of Atlantic Beach APPLICATION NUMBER oT Building Department a n„; (To be assigned by the Building Department) `> 800 Seminole Road y 12 Vfr� J�p Atlantic Beach, Florida 32233-5445 _I F FrS 300'Ue V Phone(904)247-5826 Fax(904)247-54M 25 2017 Date routed: �t 1a41ap19 E-mail: building-dept@coab.us Cityweb-site: hap:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I93(7Pcu��f(U(-2 C-A&( Department review reuired Yes No Applicant: t,-�1"1 {�U.t� l �rytL• Plannin 8 on Tree Adminls ra or Project: QS1t6 Rt (tddl1V (\ 4- Inc ( Public Works ® (ent�afionSe Public Safety Fire Services Review fee $_ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: AP LICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING /j/ PLANNING 8 ZONING Reviewed by: Date:.- • /C7 TREE ADMIN. Second Review: ❑Approved as revised. []Denied. 4WORKS) Comme ts: 8LICTILITIES - /- z.S-/7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 f1 CITY OF ATLANTIC BEACH 800 Seminole Road OFFICE COPY Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 I D REVISION REQUEST SHEET l'7 Received by: A'� Resubmitted: Date: 1- R- Permit Number: Original Plans Examiner: Project Name: Project Address: r OW Contractor: l_Fn%botlA Irrt. Contact Nanne: V19 Contact Phone :�t�-S2r•A00 e- ' c I • ( ml Q Revision/Plan Check/Permit Fee(s)Du $ Sd•e9U DescriNon of Proposed Revision to ExisNn Permit: vfe Cmls Kt o Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print nun.) affirm that the above revision is inclusive of the roposed changes. S / n/ $Igrt OfContractor IAgent(Cmtnm mug sign it iMnug,in Wumion) Date �f Orfia Use Wily. Dm.: 2 - 1-7' 17 App usgi- _ K.*uL: Notions!by: Plan Review Comments: Department review required Yes No /y�r� - m zn' W n a Zonin Tree Administrator Plans Examiner blit Wo�1cs PuW-U ai0es /7 '! 7 Public Safety Fire Services Date CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION UEST SHEET Date: Received by: L3 Resubmitted: Permit Number. Original Plans Examiner: Project Name: Project Address: r Contractor: C9M I elr. Contact Name: r C a C v Contact Phone: R6q-5ZY-aVff7 Contact e-mail: ! I e .rrcasJ•n¢ Revision/Plan Check/Permit Fee(s)Due: $ Descri tion of PEgposed Revision to Existin Permit: G V` Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(pdm mme) affirm that the above revision is inclusive of lbe roposed changes. Big Fa of Contractor/Agent fcwa or most sign itis..in vnlmii.) Date V Office U.Only ReJ.1 d: Nmifiviby: Plan Review Comments: Department review required Yes No / larflihig& onin —' Tree Admims ra r Plans Examiner .Wor s c Public Safety Fire Services Date q.wrnmr u+.x S�ir}r ECE,VE,. CITY OF ATLANTIC BEACH o ) 800 Seminole Road FEB 13 2017 Atlantic Beach,Florida 32233 �+ Telephone 904 247-5800 s) FAX(904)247-5845 Jl J� REVISIOVMUEST SHEET Date: .?- '?- Received by: Resubmitted: Permit Number: rl•9ADD-3080 Original Plans Examiner: Project Name: Project Address: r Contractor: CEM �OrllL} Inr. Contact Name: rw' CaUv Contact Phone: 3" -SZT•NOT Confac[a-mail: C I v moos/.n B Revision/Plan Check/Permit Fee(s)Due: S Descri tion of Proposed Revision to Existing Permit: i e C e .rase cull Additional Increase in Building Value: S Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prim name) affirm that the above revision is inclusive of the mposedchanges. /�,, Z-9—/-7 $rgn8 OfCOnh'aC Or/Agen[(Cbnlmcmrmu#sign ifincrtase in valueiim) Date ///(//�/� Omce UR Only Own: ApprQvel((e% Rejec¢d: Nmiaed Ey: Plan Review Comments: \� Department review required Yes No m la m a oning --- Tree Admimsra rans Examiner :Isbilo wor s -PublEITUffilihe—s 2 L $3 Public Safety Fire Services Date �E;V FEE CITY OF ATLANTIC BEACH FEB 13 2017 800 Seminole Road sit, J Atlantic Beach,Florida 32233 Vr Telephone(904)247-5800 FAX(904)247-5845 �F1i31�� REVISION RWUEST SHEET Date: .2- (7 Received by: �� Resubmitted: Permit Number: 11-RAPQ-3080 Original Plans Examiner: Project Name: Project Address: /730 P.g.K 1f.erro-cv' c Contractor: CEM BddlLy Jnr. Contact Name: CrAi3 CA(l.v12 Contact Phone: 9Gr{-SZr•AGfS3 Contacte-mail: CPM II rn}?p CGtwe;iRs Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to ExistinPet 70A lon� vie jEU711111 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(prior pine) affirm that the above revision is inclusive of the proposed changes. '1 -P Z-9-n SignalifiWofContraC r/Agentfconlnw mnsr sial if bmrense in vdueaon) Daft C/ / mol Use Only 7 ppmrsa A : V Xs"�� RejwW N I leaby: Plan Review Comments: -U-TI -, tr/ h4l/`o V Department review required Yes No 1�^/!� J In t✓ Wiling goning Tree Adminis m or Plans Examiner Iic Wor c blities (J Public Safety Fire Services Date �wersan en.v 'I1 OTICE OF COMMENCEMIM State of County of Tae Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stetppd in[his NOTICE OF COMMENCEMENT. Legal Description of property being improved: ,3 e1'8s d9-z$ - Z9 � 6El.VA /vlc}K1F/t4 JAJ 8 4Zr1—ZIS OLK 12n— _L Address of property being improved: /7.30 Papl< TefMUr P E f /17-lWMC UeAlk 0 F . 3,21-33 General description of improvements: AcO O'evi / R rAlOVY1TIO.VS Owner: QAt 1- 15 irrhe l p r31p04e Address: /73V Park Ter-Ace —P i4f it%L Och R—32z Owner's interest in site of the improvement: y Fee Simple Titleholder(if other than owner): Name: Y Contractor: CrYtt f3dllc�f�3i IVIG �cai� SGnllvP Address: 15803�"� Whtkt Herm P41 . Jack-5M Vi(1e 1=L 3zzz Telephone No.: Qc2'/' 5L5--1NJ83 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: 41 Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is / specified): IVL' TERS SPACE FOR RECORDER'S USE ONLY OWNS - ,Signed: Date:--Y--r-'fi'-` Before me this c0 d of m the County of Duval,State Doc N 2017044851,OR 3K 17669 Page 1566, OfFloride,hes personally ape �O w.r.._ Number Pages1 personally Known:,y or Recorded 07/24/2017 at 11:10 AM, produced Identification: COUNTVRonnie FusseII CLERK CIRCUIT COURT DUVAL Notary Public: Fap5c 01 Q!X11 RECORDING$10.00 My commission expires: EDITRS NAAWELL ;•p`, Nataly Public•Slate of 1`Io11da Commission Y FF 905696 Ny 601Am.Enplua Au026,20,10 .,... "' blMewYMIWIrMe4MM�L . ?S�lrri CITY OF ATLANTIC BEACH >� l 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 OFFICE COPY `. (904)247-5800 -DA BUILDING DEPARTMENT REVIEW COMMENTS Date: 1.26.2017 Permit#: 17-RADD-3080 Site Address: 13803 White Heron Pl,JAX Site Address: 1730 Park Terrace East Phone: 525-0083 Review. 1 Email: cembuilders comcast.net RE#: 1 172020-0394 Homeowner: Paul& Michele Moore 616- 9944 Applicant: CEM Builders,Inc. Correction Comments: These comments are from 1 of 4Departments that are reviewing this application. f6 ition - Existing Building, choose a method of com liance and level of alteration. This nee s o on page e e SIGN CRITERIA. P ea res ion on it. 2 Jv� Please submit a Manual " comp lance report to complete the energy culations. FBC 5a Edition—Energy Conservation, R403.6.1, R403.6.1.1 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 'ErnQ; l-e0! &L/iPw �omvren �'S l -ab- t7 S'YOP'�' m� 1 ZONING REVIEW COMMENTS City of Atlantic Beach js Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 R q? Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 2/8/17 Permit: 16-RADD-3080 Applicant: CEM Builders Inc Review: pt Address: 13803 White Heron PI,Jacksonville,FL 32224 Site Address: 1730 Park Ter E Phone: (904) 525-0083 REN: 172020-0394 Email: cembuilders@comcast.net Correction Comments 1. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". The measurements provided for the front porch only leaves 6 inches for a roof overhang beyond the outermost post and the elevations show the roof extending more than 6 inches. Please show that this requirement is being met or revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 3. Site Plan: Section 24-67(c)requires a site plan showing setbacks. The measurements shown on the site plan are different than those shown in the plans.Please provide a site plan consistent with the plans. Derek W. Reeves Planner dreeves@coab.us U� CITY OF A TLAN TIC BEACH ACH DEPARTWI OFFUBLCWORKS 1200 Se *W Lve Atantic kFL 3334318 TEEPHONE:( )247-5834 FAX( 0 )249-5843 w . ob.0 0);j"S') � CONTRACTOR: DATE: 1-26-17 CEM Builders,Inc. 0 PERMIT# 17-RADD-3080 13803 White Heron Place ,� ADDRESS: 1730 Park TerraceEast Jacksonville,FL 32224 Y/%Adantic Beach,FL 32233 Email: cembuilders@comcast.net 7 PERMIT APPLICATION FOR AD ION AND INTERIOR RENOVATIONS Your permit application has been deeied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904247-5834 or email swilliams@wab.us. PUBLIC WORKS CORRECTION ITEMS: / omit the folioning information to the Public Works Department) 1?•* Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit js required if using right-of-way for construction parking. ✓** rovide drainage plans showing site topography(flow arrows,etc.). (F• Provide erosion and sediment control plans with installation details. le/Provide impervious surface calculations for entire lot(existing and post construction). t Section 2466(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or ore impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). v:*1111 runoff must remain on-site. Cannot raise lot elevation. P'n' Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' contours. *• Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. ** Provide detailed plans showing proposed water retention. PUBLIC WORKS CONDITIONS OF APPROVAL: (The fopowing comments%W be printed on your permit as Conditions of Approval) *• Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. •* All runoff must remain on-site during construction. ** If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. ** Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. ** Full right-of-way restoration, including sod,is required. ** Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. •* All runoff must remain on-site. Cannot raise lot elevation. •* Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. ** Any plan change must be submitted as a Revision to the Building Department. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: cembuilders@oomcast.net Cc: Williams, Scott; Gindlesperger,Toni;Johnston,Jennifer Subject: Plan Review Comments for 1730 Park Terrace East Attachments: Plan Review Comments 17-RADD-3080.pdf Permit application #17-RADD-3080 for 1730 Park Terrace East is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams(dcoab com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904) 247-5834 ioerrone(acoab.us 1 • ` ?„ Comp. By: SRW Date: 219/2017 Public Works Department City of Atlantic Beach Permit No: 17-RADD-3080 Address: 1730 Park Terrace East Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Suhdivsion,and Land Development Regulations requires that the difference between the pre-and posldevelopmenl volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 14,966 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) C. M C. Impervious 3,590 14,966 1.00 0.24 Pervious 11,376 14,966 0.20 0.15 Runoff Coefficient(C)= 0.39 Runoff Volume V= 0.39 x 14,966 x 9.3 / 12 V= 4,546 ffa Postdevelooment Runoff Volume: Lot Area(A) = 14,966 ft2 Runoff Coefficient Area Lot Area DescrlPtlo (ff2) Ift2) VW"C" Impervious 4,80fi 14,966 1.00 0.32 %ISA= 32.1% Pervious 10,160 14,966 0.20 0.14 Runoff Coemclent(C)= 0.46 Runoff Volume V= 0.46 x 14,966 x 9.3 1 12 V= 5,299 R2 Reaulred Storage Volume DV= Posldevelopmern Runoff Volume-Predevelopment Runoff Volume DV= 5,299 - 4,546 DV= 754 ft, R Wrnon Pah Terrace East1730 2912017 Comp. By: SRW # Date: 2/9/2017 Public Works Department City of Atlantic Beach Penna No: 17-RADD-3080 Address: 1730 Park Terrace East Provided Storage: Elevation Area Storage (ft) (ft') (ft') 7.0 644 0 BOTTOM 74 X 6 20 X 10 7.5 864 377 TOB 75 X 0 22 X 12 Elevation Area Storage (ft) (ft) (ft') 0 BOTTOM 0 TOB Elevation Aim Storage (ft) (ft) 1 (H') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 864.0 d=depth to ESHWT= 4.0 pf=pore factor= 0.3 Inground Storage= 1036.8 ft' Required Treatment Volume= 754 ft3 Supplied Treatment Volume= 1,414 It Ra%M on Pah Terrace East 1730 282017 z z z r �l' z L r l' 3 4 . BUILDERS, mc. Residential & commercial Contractor February 6,2017 IMPERVIOUS SURFACE CALCULATUIONS (1730 Park Terrace East) Lot size 132.1 x 110 = 14,520 sqft 8 x 110/2 = 440 sqft TOTAL 14,960 sqft Existing Impervious Calculations House 2,235 sqft Front Porch/SW 172 sqft Covered Concrete 277 sqft Concrete Patio 101 sqft Driveway 875 sqft AC Pad 16 sqft TOTAL 3,675 sqft 24.57% Proposed Impervious Calculations House 3,194 sqft Front Porch/SW 175 sqft Covered Patio 542 sqft Driveway 875 sqft AC Pad 16 soft TOTAL 4,802 sqft 32.09 Williams, Scott From: Komorek,Cheryl Sent: Friday,January 27,2017 2:23 PM To: Williams, Scott Subject Permit for 1730 PTE Scott-Craig Gallup,525-0083 stopped by to speak with you Re:comments for Permit App for 1730 Park Terrace E. He has a few questions. Please call. Thanks-Cheryl i TREE & VEGETATION AFFIDAVIT _______ City of Atlantic Beach r,, Department of Community Development Planning&Zoning Division BOB Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 SECTION I-APPLICANT INFORMATION p Owneds) r Legal Authorized Agent' NAME OF APPLICANT Ply I �de� NAMEOFCOMPANY �J ADDRESSOFCOMPANY /7, - ACK—/ Cet"er- E,I,ri ATLWriv Tclf PHONE CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESSTA%RECEIPT NUMBER SECTION II-SITE INFORMATION �J STREET ADDRESS 0F PROPERTY /730 IAKK Tr)m+c4F EASit ATLhN7TG ,��Ac(fr FL3 z33 i, Nan daresshosmtaeenasagrcdro Mls ProaM•ranroathe Aaeuadgnryurtmenros f90g2v).58Mrorrqubran dares LEGAL DESCRIPTION 3'iL83- Oq-25-Zq)= -SEL✓A MAPINA OMITS L6Z6aLK 12_ LOT BLOCK SUBDIVISION REAL ESTATE NUMBER I72OZO-0311`4 LOTOR PARCEL SIZE: / 62 SOFT ' &-FO AC RESIDENTIAL k�' COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of chapter 23, "Protection of Trees and NotW Vegetation"of the Municipal Code of Ordinances fm the City of Atlantic Beach,FL and/or I have partidpated in a pn wpplkation meeting with the Administrator of those regulations. Subsequently,I alarm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent properties in conjunction with Mispm/ect. �r��- SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and/sem/pm before me mee on this day of /7,by State of Identificatlon verified: J, y0i cam_ Oath swom: n yes P--N-o If i Notary 51ature REV-TVA-0012 My Commission expires: +S" EMM i MMXLL " MF amm Aq t7, MAP SHQIYING BOUNDARY SURVEY OF LOT 28 BLOCK 12 AS SHOWN ON MAP OF I NO. 8 AS RECORDED IN PLAT BOOK 34 PAGES 85 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIE0 FOR: PAUL & MICHALE MOORE PARK � NO303647'V 110.00' g% 1. Mor1e•Fo bbue gl�9tJ s 2aO' 1a3 PROPOSED-1 COVERED 00 176' � . PORCH N a PROPOSED m (na Ow^1 ADDRION 23.3" O r - O 27 COV. C CONC. Eo' ONE Y AIC STUCCO STORY Og 1 1 1730 e O J 9 dv�r�er 2a.Y N COV. ry D/W . N d3' a 14 21.P 274' e 30' aR.L.o C. 5 PaL�ildi COVEREDENTRY trl� APPROVED R=4804.65' &, 00-30'34"E 110.00' 18' ChG PARK TERRACE EAST (6D• R/W) RECERTRED h PLOT PLAN r-3-2017, ON MAP N9/ 2016-924 THE PROPERTY SHOWY HEREON APPEARS TO UE WMN FLOOD HAZARD ZONE--X—AS SCALED FROM FLOOD _ .__ --- — n ro A nems N-3-9013 AND MAP SHOWING BOUNDARY SURVEY OF LOT 28 BLOCK 12 AS SHOWN ON MAP OF SELVA NA UNIT NO. 8 AS RECORDED IN PLAT BOOK 34 PAGES 85 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: PAUL & MICHALE MOORE Ae PARK 103'36471R .110.00, 7.C' e.e OFFICE COPY FEB — 9 2011 �s w =ZAPS TATs WPRFNWS APFA xov.¢uu A. HYIo,f 57w ].] ].O GJ mY. 2D � GVIC PATIO- TO _ o Vpv 3I AIL PAO. le b K' / 10.0' 280' ].SPROPOSEDJ COWEREDD O e, 17.6' as N n PROPOSED P0.5' A p AODInOV ~ 27 y DNC. 7- . 7. ?" CONCOVC. (775) \ O Q N 17.4' Q O ONE STORY A/C R e STUCCO 1 .7 tq I f730 F.F.E . R92 01RA0: ZV F.F.E - &27 aA5 w CONC. O - 7.9 17.4• M2' COV. N Day &J NS 8.3, 8. 21.7' &2 30' B.R.L. o CONC. S / f0.0' u PROPOSED) CNIRY b ENTRY NEw to' NAk V 0� PA IRE£ - 9.28 MAW 6B OAIUII/� A=110.00' R=4804.65' - S00'30'34T 110.00' e TOPOGRAPHIC & DETERMINE IMPERVIOUS SF,' W.O. F017-88,• 2-2-17PARK TERRACE EAST RECERDFIED R PLOT PLAN f-3-2017, ON MAP NU)' 2Of6-924 (60' R110 THE PROPERTY SHONN HEREON APPEARS TO UE NTTHIN FLOOD HAZARD ZONE_A AS SCALED FROM FLOOD INSURANCE RATE MAP 4D7 FOR DUVAL COUNTY, FLORIDA, DATED 6-3-2013 . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CERDFCADOO OF SAME. TRI-STATE LAND SURVEYORS, INC. 5875 MINING TERRACE 0209, JACKSONVILLE, FLORIDA 32257 (904) 880-2535 LE c BEARINGS BASED ON R 'W UNE AS SHOW ON OXJC MOV P 7i ProE THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. N9 R®AR R7w pONT-rr-wnr NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL DS1WIV 90Ew'ALIf OFA FLORIDA LICENSED SURVEYOR AND MAPPER. 9/W ORIWII'AY cyy, �pyEp,p ASA EN SURVEY BASED INDN DESCRI ACT F FURNISHED, AND WITHOUT o-R1ERUNE BENEFIT OFA nTLE BINDER AB57RACT OF DRE AND OR DEED RESEARCH • A/C A O nWWG PA ,GL'OyPtEIE 1' = 20' N M. BROA�JA S NO. 58[4 EAI, EASEMENT GD ROA* � RRL EwldNc nrslmcnw REGI •, ✓ u]r ELD WORK DA TE:4-16-1991 . REGISTERED SURVEYOR AND MAPPER, PORT°c"W GNATURE DA 7E.- 4-17-1991 STATE OF FLORIDA (LB 04921) PT PONT OF TANO]VCY F.B. PG. mF 9r-7w ORDER NO. 0. 00' - a� J r Q V OUSRNO SQUARE FOOTAGE OF IMPRERWOUS AREA HOUg 22,3,5 FT. PORCH d S/W - 172 COV. aWC m 277 ea, CCWC. PARD - 101 x D/W a 875 A/C PAD - 16 it cr I,0' 28.0' I �. Heol. 1+ Mu< yd+i.•s In 6{wtlOJ To GQ Inaf4d.d V4 PROPOSED ADDITION qoa sq++ d•,P as ir) lad cnH.J• V 27 ONC. 7.4 2. 0 a (7.75) (J� 3. 0' A/C / x ti 1 .7' q ti GARAGE x F.F.E. = 8.27 C C. d O p1 _ 4" 21.T 274' ' 4L2 CONC. S W -t A APPROVED BENCHMARK (� NAIL IN 10' p71J�,1G i4/N M MEE EL.L= 9.26 WNw �G>Lcry1 0a p4v� NAW 88 DA TUM .00' 0 1^ 17PARK TERRACE EAST - lvu03136'47"E 1 5.5 r Ih 4 7.3 b ' s fC 7.5PROPOSED-1 COVERED 00 . 5,E 7.6' " PORCH N MY O �h 23.3' COV. CONC. O 70' N .97. Y b a a ' ONE STORY 0� STUCCO co ;f 1730 F.F.E. = 8.92 8 N 24.5' N .9 174' X. 2a2' NL, COV. N N N 5.7 `a 8.3' 30' B.R.,L. o o c PROPOSED COVERED ENTRY A=110.00' R=480 S00.30'34 T 11 0 18" C& TOPOGRAPHIC & OE7ERM/NE IMPERWOUS SF,' W.O. ,{2017-68,• 2 RFt(FR71FIFn Az PI OT P/ AN 1-_3_?917 nK•uAP WnJ -2nfa-o-2e MAP SHOWING BOUNDARY SURVEY OF LOT 28 BLOCK 1_ AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 34 PAGES 85 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR. PAUL & MICHALE A40ORE PARK NO3'36'47$ 110.00' r a' �n 2H0 PROPOSED 9�O G"D�p bl KL COVERED OO 17.6' zo.s' PORCH ^+ a. PROPOSED M'1.'4Aci0N: y ADDITION (T 233' C 27 COV. ONC. CONC. O 7.0- ry JZ6' - H y A/C Cq O ONE STORY R 4`- STUCCO 1 .7' ( )� O ' • 1 11730 � IT'2F y j � 2 ' n C C. �.IZ4' COV a D/1V Z4 N r _ e 8.3' B st.]' 2,7.4' 30' B.R.L.Q c N CONC. S a .I �n PROPOSED ENTRYD APPROVED / il A-110.00' R=4804.65' W eP ��J4h 14 s00.30'34'E 110.00' 18" C&G PARK TERRACE EAST (6D' R/W) RECERTIFIED & PLOT PLAN 1-3-2017, ON MAP 1401 2016-924 THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD iONn14_AS SCALEDFROMOM FLOOD INSURANCE RATE MAP_lQL FOR ATLAN77C BEACH, FLORIDA, DATED IS SHOW AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CER77FCA77ON OF SAME. TRI—STATE LAND SURVEYORS, INC. 5875 MINING TERRACE *209, JACKSONVILLE, FLORIDA 32257 (904) 880-2535 ��D BEARINGS BASED ON R/W- ONE AS SHOWN. a caNc u w � IRr>H nPE THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. RB RE Rlp1T-�'T- -WAY W NOT VALID INWT THE SIGNATURE AND THE ORIGINAL RAISED SEAL R/W S/w 9"w OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o/y M"Ar THIS SURVEY BASED UPON DESCRIPTION AS FURNISHED, AND W IN WT ' COY. C06fl2"D AREA RCH- E CENTERLINE BENEFIT OF A 77TLE BINDER ABSTRACT OF 177!£ ANU OR DEED RESER A/C AIR CL anWINC PAO (R) dSTANGF CALF. �� , iyFA/I�/ M. P. NO. SB14 ESM'r EA EASEMENT B.R.L BIq G RESIRICREW LINE ELD NORK DA IE 4-16-1_091 REGISTERED SURVEYOR AND MAPPER, PC FaNT L1`WRW GNA7URE DALE: 4-17-1991 STATE OF FLORIDA (LB 14921) PT Pd NT G` TANGENCY ORDER NO. - F.B. PG. ;a,_�u MAP SHOWING BOUNDARY SURVEY OF LOT 28 BLOCK 12 AS SHOWN ON MAP OF S VA IN UN NO 8 AS RECORDED IN PLAT BOOK 34 PAGES 85 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FI£D FOR. PAUL & MICHALE MOORE PARK 103°3647'x' 110.00' 1.0' O.L. U 0 �I0 0 fao' tax) 28,0' PRCOVIERED OPOSED-< 17.6' p.5. ORpI "+ m PROPOSED I odod ADMTION x O O T. 23.3' 'O O y COV. Y CONC. C' 27 2 0' O ti sze' y O ASC W ONE STORY u STUCCO 1 Y 69I O q� 11730 z 5' r CONa T.4' 1 7.4, 20.2' COV " D/W z1.r 27.4' 30' B.R.L.o c CONC. S O p K PROPOSED •� '° °T ENTRY ? r� N A=110.00' R=4804.65' S00°30"34"�F 110.00" �j r6' c&c PARK TERRACE EAST (6o' R/W) RECERTIFIED & PLOT PLAN 1-3-2017, ON MAP WO/ 2016-924 THE PROPERTY SHOW HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE AS SCALED FLOOD INSURANCE RATE MAP_g7 FOR AT,�ANRC BEACH, FLORIDA, DATED IS SHOWN AS A COURTESY ONLY AND'DO£S NOT CONSTITUTE A CERTTFCATION OF SAME- TRI-STATE LAND SURVEYORS, INC. 5875 MINING TERRACE #209, JACKSONVILLE, FLORIDA 32257 (904) 880-2535 Lso BEARINGS BASED ON R/W LINE AS SHOWN. cM c a MDR 1P yea+ THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. IM RE6 RIV Nc r-QF-WAY NOT VALID W17HOUT THE 9GNATURE AND THE ORIGNAL RAISED SEAL siw sDex OF A FLORIDA LICENSED SURVEYOR AND MAPPER. D/W DPoYEWAr THIS SURVEY BASED UPON DESCRIPTION AS FURNISHED, AND WITHOUT cov.. DOHRm ARCA • g cCMTCRUMe BENEFIT OF A TITLE BINDER ABSTRACT OF TIRE AND OR DEED RESEARCH A/C AIR C RQ G PAD (R) RAaa. asrAMre CALF 1' = 20' BR O�14 ca+c celfae�rr Cg I7 [A,.¢MMfl/i 9.R.L BDILdNG RESIRIGRDW tR� ELD WORK DATE.-d-fs-19'Ui REpSTEREO SURVEYOR AND MAPPER, Pc Pa MT cr"U ONATURE DATE.- 4-17-1991 STATE OF FLORIDA (LB {4921) PT MMT OF TAR D] ORDER NO. - F.B. 764 Pa .°7-Tw BUILDING PERMIT APPLICATION a (IjCITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach FL 32233 ' Office:(904)247-5826 • Fax:(904)247-5845 Q / Job Address: 1730Pr�' lot+ar Fncf &T(gn1.' t�aar3t t FL 3223 3 Permit Number: 14— RAOD-3080 LegalDescriptioA3 -_ 9-L5-z9-_ vadi nn U.,}f� f4 4IIRE# IUZO -0344 Valuation of Work(Replacement Cost)$ Zta4lOddroo Heated/Cooled SF WNon-Heated/Cooled� • Class of Work(Circle one): New ditio Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed stmcturo(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Descri'be in detail the1 type of work to be performed: �// J / AM {tin GAO ZeL30Kf41t Yin EX15'FnS /A�NEW� reAq 11✓✓�G Florida Product Approval# for multiple products use product approval form Property Owner Information Name: PaI C f4icltelt MdOKE Address: 1730 &rk TeMtcE City AriaggIa Rem StateELZip 3u33 Phone 4,q- (el(o-49 E-Mail Owneror Agent nfAgm[,PowaofAaonq,m Agency Leaararyuimdl WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIUE OF COMMENCEMENT. Contractor Information: Name of Company: CEM l3✓t l cl+rJ I n e. Qualifying Agent: Gra i SCR Address:/?M? a {k erw L City J AC1 raev N I e State Zip Fe 5 Z2 Office Phone -- 4'2S-00 R 3 Job Site/Contact Number - Lr-00 State Certificahon/Registration# C13G 47 S$(a E-Mail /e/vi 01 M3At t Architect Name&Phone# Engineer's Name&Phone# /nu�V En*jf,, P,;', lne GO Worker's Compensation ' xemi: usurer a cop oyee: ;;; Exmmo. ate Application is hereby made to obtain a permit to do the work and installotions as indicated 1 certify that an work or installation has commenced War to the issuance ofa permit and that all work will be performed to meet the standards ofall laws regulating construction in this junsdicaon. is permit beromu null and void if work u not commenced withm six(b months. or ijcorunuction ar work a suspended or abandoned(or a period afsix(6)months at any time after work u commenced. 1 understand(hat separate permits must besecuredfor Biectrical Work,%umbing, Signs, IVs/ls,Pools,Furnaces,Bollerreers,T,asnks and Air Conditioners,ete /,-y ,// Signature of Property Owner. Y6�-�/ 07J�`� Signature ofContrac[or: ` �!+ thisZo mDa of 20 1 Before me this/.?_Day of /7 Le Y Notary Public: Notary Public: m••w EDITH t H/d1WELL 1 this a ' I he by. ra WuAlard application and know th s '�+ t � row ns of laws and ordi p s nn t 1 e complied with whether spe o ab dJ emit does not P T 'Ruth _ `�a � the provisions of any other r c structian ar the 1'e'f° •°t;T^ °MY *..a E�nE Aql Ilk lel am"emPMnWa lEu lwtswoomar 14/16 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Review Result (circle one): Approved Disapproved Approved w/ Conditions i Review Initials/Date: T- Development Size f e-gS �.F {gv Habitable Space d Non-Habitable 9 r.F• Impervious area Miscellaneous Information Occupancy Group Type of Constructiony Number of Stories Zoning District S7 —L Max. Occupancy Load Fire Sprinklers Required_ Flood Zone X Conditions/Comments: I Residential Equipment Selection Summary EnergyGauge The Moore Residence 2/21/2017 1730 Park Terrace E. System #1 OFFICE COPY Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F ...................................................... Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH 55 % ...................................................... Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F Summer Wet Bulb: 66 F ...................................................... Water temperature (for water-source equipment) Late Winter: F Late Summer: F Design Loads Heating: 44 Sensible Cooling: 32 Latent Cooling: 6.4 Air Flow Estimate Cooling CFM: 1400 Equipment Information - Heating Manufacturer: Goodman Type: Electric Heat Pump Outdoor Model: GSZ16048 Indoor Model: ASPT049 Nominal Capacity: 44 E ui me n rmation - Cooling Manufacturer: Goodman Type: Central Unit Outdoor Model: GSZ16048 Indoor Model: ASPT49D Nominal Capacity: 43.9 1 hereby certify that Prepared by:&,n the equipment selected is in accordance with ACCA Manual S. Date:__ -.21'17 PERFORMANCE DATA OFFICE COPY GSZ1W391B'+AS BI4A'+T%V GSZ1802419'+ASp1298141'+T%V CDNDmoNs:W'F IBD,6]'F IWB @600 CFM CDNMIIONF:W T IM$7'FBNB @ 800CFM 75 19,3W 14,089 9,211 1,120 75 25,700 18,761 6,939 1,490 80 19,050 14,189 4,862 1,185 W 25,403 18,919 8,482 I,SW 85 181%0 14,288 4,512 1,250 85 25,1W 19,076 6,024 1,00 90 18,400 14,164 4,236 1,325 90 24,550 18,898 5,652 1,765 100 12,500 13,820 3,680 1,480 100 23,350 18,440 4,910 1,970 105 17,000 13,030 3,403 1,560 105 22,700 18,160 4,540 2,080 110 16,550 14,850 1,700 1,655 110 22,050 18,175 3,875 2,205 115 16,100 16,IW 0 1,750 115 21,400 18,1% 3,210 2,330 WACaNDMM6%•DDDB,%•IDWWW036 WACDNDmDNi@9SODDB.7YIDMWWWB 95• 17AW 13,74G SA54 1AW %' )3,103 19,249 4,851 1,803 CUIWW19•+A5M7C14A'+M G 113618•+MM7C14A'+7NV CONDITIONS:80-F IBD,67 41WB @ 975 CFM CONDTIONS:80'F IBD,67•F IWB @ IND CFM 75 30,900 22,557 8,343 1,770 75 36,700 26,424 10,276 2,090 W 30,500 22,717 7,]84 1,803 80 36,250 26,637 9,613 3225 85 30,100 22,876 7,224 11990 85 35,8W 26850 81950 2,360 90 29,450 22,670 6,780 2,110 90 35,000 26,592 8,408 2,505 103 28,000 22,112 5,888 2,365 100 33,250 25,926 7,325 2,815 105 D,200 21,7W 5,440 2,500 105 32,300 25,517 6,783 2,980 110 26,450 21,W3 4,648 2,603 110 31,403 25,569 5,832 3,170 115 2517% 21,845 3,,455 2,820 115 30,500 25,620 4,880 3,30 WACON-.@9VClDDB,R•NDBG3•IDWB WACDNDmwas@%•0008,%•IDDB63•IDWB %• DAW 21,962 SAN 2.241 95' ]fWl 2303 6521600219'+AVI4]D1M'+TIfV G521606BIB'+ASPI49014A' ♦TXV CDNYWONS:W T IBD,0T IWB @ 1140 CFM CONDITIONS:W•F IBD,67•F IWB @ 1403 CFM 75 41,800 28,842 12,958 2,40 v 413,8% 34,160 14,640 2,803 80 41,300 28,905 12,395 2, 50 48,203 34,454 13,746 2,975 85 413800 28,%8 11,832 CO a5 47,603 34,748 12,852 3,150 0 39,903 28,719 11,181 ,803 90 46,550 34,437 12,114 3,340 103 3],903 28,035 9,865 ,205 ID9 44,250 33,fi18 10,633 3,,740 105 36,030 27,600 9,203 ,390 1 43,003 33,110 9,890 3,950 110 35,803 27,720 8,080 ,615 110 41,803 33,201 8,599 4,200 I15 34,81 27,840 6,90 840 115 40,603 i 33,292 7,308 4,450 TFACOF4DOp95@%•ODD9.)5•IDOBG9•IDWB --- NACONgNDNF@%'OD DO.,75'030663'10 WB %' 37,403 0.924 91m 3 %• 01900 33.968 103% 3 6531606016•-CAPM%10fi0'+T%V/MBVQODOA6IA• CONDITIONS:80'F IBD,6]'F IWB @ 1850 CFM 3. Q .. � , 75 0,603 413,238 16,362 3,610 W 59,850 14,282 15,50 3,440 85 591100 44,325 14,7)5 4,070 0 57,1300 43,915 13,885 4,315 100 54,900 42,036 12,094 4,835 105 53,303 42,107 31,193 5,]10 110 51,903 132,264 9,63,7 5,430 115 5015% 42,420 S,L4b ,51,70 ]vA cODemDIN @%•o604>s•ID m 63•W wp %• 54,503 42,510 11990 430 20 W W W.goodmannifg.00m 55 65216 FORM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include )9 This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level(EPL) Display Card(one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCZB v5.0 1/1]201]10:12:36 AM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: The Moore Residence Builder Name: CEM Builders Street: 1730 Park Terrace E. Penna Ofice: Aflain is Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Paul and Michele Moore Jurisdiction: Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(2930.6 soft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior ROM 1275.80 fo b.Frame-Wood,Exterior R=11.0 1072.00 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 582.75 ft 4. Number of Bedroom(Badnns In Addition) 3(1) d.N/A R= IF 5. Is this a worst case? No 10,Ceiling Types (2761.0 soft.) Insulation Area a.Under Attic(Vented) R=30.0 2 IMI ft' 6. Conditioned floor area above grade(ft) 2781 b.WA R= fl Conditioned floor area below grade(ft) 0 c,N/A R= to 11.Duds R a' 7. Windows(348.6 sgft.) Desorption Area a.Sup:Attic,Ret:Atho,AH:Garage 6 220 a. U-Fedor: Dot,U=0.31 116.39 IF SHGC: SHGC=0.22 b. U-Factor: DW,default 197.67 W 12.Coding systems k&wTr Efficiency SHGC: Clear,default a.Central Unit 47.5 SEER:16.00 c. U-Factor. Dbl,default 22.50ft SHGC: Clear,default 13.Heating systems kBtu/hr Efficiency d. U-Factor. other(see details) 12.00 W a.Electric Heat Pump 47.5 HSPF:9.00 SHGC: other(see details) Area Weighted Average Overhang Depth: 6.368 ft. Area Weighted Average SHGC: 0.543 14.Hot water systems- 8. Floor Types (2761.0 soft.) Insulation Area a.Electric Cap:40;01.960 EF:0.960 a.Slab-0n-Grade Edge Insulation R=1.0 2761.00 fl' b. Conservation features b.WA R= ft' No. c.N/A R= ft' 15.Credits pstat Glass/Floor Area: 0.126 Total Proposed Modified Loads: 58.83 PASS Total Baseline Loads: 59.02 I hereby certify that the plans and specifications covered by Review of the plans and OF VRE ST4jP this calculation are in compliance with the Florida Energy specifications covered by this _ ,- OA Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: f'�?- this building will be inspected for I a compliance with Section 553.908 I hereby ceday that this building,as designed,is in compliance Florida Statutes. with the Florida EnergyCop WE OWNER/AGENT: E��e.. BUILDING OFFICIAL: DATE: 1-1-7-17 DATE: -- • 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. • Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 1/17/201710:12 AM EnergyGaugeOUSA-FlaRes2014 Section R405.4.1 Compliant Software Pager of [fFORM405-2014PROJECT The Moore Residence Bedrooms: 3 Address Type: Street Address g Type: User Conditioned Area: 2761 Lotr: Paul and Michele Moore Total Stories: 1 Slock/SubDivisionnits: 1 Worst Case: No PlatBook: r Name: CEM Builders Rotate Angle: 0 Street: 1730 Parc Terrace E. Permit ORos: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: Addition Comment: Addition CLIMATE IECC Design Temp IM Design Temp Heating Design Daily Temp V 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 Blodct 2761 24849 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2761 24849 No 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpel 1 Slab-On-Grade Edge Insulatio Main 280 ft 1 2761 ft' — 0.2 0 OB ROOF J Roof Gable Roof Solar SA Emst Emftt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) V1 Hip Composition shingles 29918' Oft' Medium 015 Yes 0 Yes g 226 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2761 ft' N N CEILING If Ceiling Type Space R-Value Ina Type Area Framing Frac Tmas T pe 1 Under Attic(Vented) Main 30 Batt 2761 ft' 0 Wood 1117201710:12 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of FORM R405-2014 WALLS Cavity Witlih Height Sheathirg Framing Solar Below Adjacent Spam \_ T. Minas Type t E"an Exterior Frame-Woad Main 11 40 6 8 324.0 ft' 0 0.75 0 `V 2 E Exterior Frame-Wood Main 11 26 6 8 212.0 ft' 0 0.75 0 3 N Garage Frame-Wood Main 11 64 9 9 582.8 ft' 0 0.75 0 �4 N Exterior Frame-Wood Main 13 43 6 9 391.5 ft' 0 0.75 0 � 5 W Exterior Frame-Wood Main 13 28 9 252.0 ft' 0.23 0.75 0 �6 S Exterior Frame-Wood Main 13 31 9 279.0 IF 0.23 0.75 0 7 S Exterior Frame-Wood Main 11 46 8 6 373.3 R2 0.23 0.75 0 8 N Exterior Frame-Wood Main 11 20 4 8 162.7 W 0.23 0.75 0 v 9 W Exterior Frame-Wood Main 13 44 2 8 353.3 IF 0.23 0.75 0 DOORS # Omt Door Type Spam Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main Metal A 3 6 8 20ft 2 N Insulated Main None .4 3 6 8 20W \ 3 N Insulated Main None .46 3 6 8 20ft WINDOWS Orientation shown is the entered.Proposed orientation. Wan Overhang V p Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IM Shade Screening _ 1 E 1 Vinyl Double(Clear) No 0.55 0.7 21.7 ft' 1 it 4 in 2 B 0 in Now None 2 E 2 Vinyl Double(Clear) No 0.55 0.7 72.0 IF 6it4 in 2it0 in Now None \ 3 E 2 Vinyl Double(Clear) No 0.55 0.7 8.0 ft' 6 it 4 in 2 it 0 in Nona None 4 E 2 Vinyl Single(Clear) No 0.95 0.8 12.0 IF 6 R 4 in 2 it 0 in Nona None 5 N 4 Vinyl Low-E Double Yes 0.31 0.22 15.0 IF 1 it 4 in 3 R 0 in None None Nii 6 W 5 Vinyl Low-E Double Yes 0.31 0.22 25.0 ftz 1 it 4 in 3 8 0 in None None \ 7 W 5 Vinyl Low-E Double Yes 0.31 0.22 15.0IY 1 it 4 in 3 it 0 in None None �i 8 S 6 Metal Low-E Double Yes 0.31 0.22 39.0 M 10 it 4 in 2 it 0 in None None �1 9 S 6 Vinyl Low-E Double Yes 0.31 0.22 22.4 M 10 it 4 in 2 it 6 in None None 10 S 7 Vinyl Double(Clear) No 0.55 0.7 15.0 ft' 1 it 4 in 2 it 0 in None None V 11 N 8 Vinyl Double(Clear) No 0.55 0.7 21.0 ft' 1 it 41n 2 it 0 in None None 12 W 9 Vinyl Double(Clear) No 0.55 0.7 60.0 W 10 it 4 in 2 it 0 in None None \ 13 W 9 Metal Double(Clear) No 0.8 0.7 22.5 M 10 it 4 in 2 it 0 in None None GARAGE • Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation �+ 1 620 ft 620 ft 65 ft 9 it 13 1/1712017 1012 AM EnegyGauge®USA-FlaRea2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed ACH(50) .000254 1333.3 73.2 137.66 .1957 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Bictic Duds 1 Electric Heat Pump None HSPF:9 47.5 kBtumr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Black Ducts 1 Central Unit Nona SEER:16 47.5 kBtWhr 1800 Cho, 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Sepal: Conservation 1 Electric Nona Main 0.96 40 gal 60 gal 120 deg No" SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert If Company Name System Model# Collector Model If Area Volume FEF Noire None ft' DUCTS / —Supply Return— Air CFM 25 CFM25 HVAC Is V If Location R-Value Area Location Area Leakage Type Handler TOT OUr ON RLF Host Cool _ 1 Attic 6 220 it' Attic 1108 Default Leakage Garage (Default) (Defeuk) 1 1 TEMPERATURES ProgramablCoolingtfe IThermosett::Jan Y F. 000 DDDD DDDO CeeeiiDlliing Fans:[M:yD70DOd JunDD(0� DDlD� 1D%!� (DX(�� [DX(�] DD(D� Dec VHeating t ng [X�Jan [X]Feban [%]Mesar p(7 APopr [X(May [%(Jun [X)Jul [%)Aug [%(3ep (X7 OctA [X7 Nov IX]Dec 1H7/201710:12 AM EnergyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page 4 of F 014 edule: FlondaCods 2014 Hours 1 2 3 4 5 6 7 B 9 10 11 12 AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 75 75 Healing(WD) PM 72 72 72 72 72 72 72 772 72 72 72 772 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 1117/2017 10:12 AM EnergyCaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1730 Park Terrace E., Atlantic Beach, FL, 32233 1. New construction or existing Addition 9. Wall Types Insulation Area Z Single family or multiple family Single-famity a.Frame-Wood,Exterior R=13.0 1275.60 fP I,Frame-Wood,Exterior R=11.0 1072.00 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 562.7510 6. Number of Bedrooms 3(1) J.WA R= K 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2761.00I 6. Conditioned Poor area(ft-) 2761 b.WA R= fl' 7. Windows" Description Anes c.N/A R= 10 It a. U-Factor: Dbl,U=0.31 116.39 ft 11 Duels R a.Sup:Attic,Ret:Attic,AH:Garage 6 22020 SHGC: SHGC=0.22 b. 1.1-Factor: Dbl,default 197.67 ft SHGC: Clear,default 12.Cooling systems kBtu/hr Efficiency n U-Factor Dbl,default 22.50 ft' a.Central Unit 47.5 SEER 16.00 SHGC: Clear,default d. U-Factor: other(see details) 12.00 R' 13.Heating systems kBtu/hr Efficiency SHGC: other(see details) a.Electric Heat Pump 47.5 HSPF:9.00 Area Weighted Average Overhang Depth: 6.368 ft. Area Weighted Average SHGC: 0.643 8, Floor Types Insulation Area 14.Hot water systems- a.Electric Cap:40 gallonsa.Slab-On-Gretle Edge Insulation R=1.0 2781.00 iP EF:0.98 b.WA R= IF c.WA R= ft' It. Conservation features None 15,Credits Patel I certify that this home has complied with the Florida Energy Efficiency Code for Building OF111E Sri 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: Date: /-/7-/-9 Address of New Home: 1-736 P,rk T rrvr. 9- City/FL Zip: �py„{,.t n Z3=�MGGD WE•R'J Q 3 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/1D201710:12AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Pagel oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1730 Park Temace E. Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. -Q 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553 9085.Florida Statues]requires the EPL display card to be included as an addendum to each Saks contract for both presort and nonpresull residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifiantbns submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. -0 R402A 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, 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply wtth Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4d.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1 A shall be installed in accordance with the manufacturers instructions and the criteria listed in Table 402 4.1.1,as applicable to the method of constructor. Where required by the code official,an approved third party shall inspect all components and verity compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through S.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third pant.A written report of the results of the test shall be signed by the party conducting the test and provitled to the code official.Testing shall W performed at any time after creation of all penetrations of the building thermal envelope. During tediry: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall l e closed,but not sealed beyond intended infiltration control measures', 3. Interior doors,8 installed M the time of the test,shall W open; 4. Exterior doors for continuous ventilation systems and new recovery ventilators shall be closed and Sealed; 5.Heating and cooling systems,4 installed at the time of the test,shall be turned oft,and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-(Ning flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiftrabon rate of no more than 0.3 cfm per square foot(1.5 Uslm2),and swinging doors no more than 0.5 cho Par square foot(2.6 Usm,2),when tested according to NFRC 400 or AAMANJDMAICSA 10111.S.2I O by an accredfted,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 0 8402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be seated to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 US)when tested in accordance with ASTM E 283 at a 1.57 par(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R40344 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate beating and cooling system. �J R403.1.3 Heat pump supplementary heat(Mandatory). Heal pumps having supplementary electrwresistance heat shall have controls that,except during defrost.prevent supplemental heat operation when the heat pump compressor can meet the heating load. 8403.2.2 Sealing(Mandatory)All ducts,air handlers,and fifter boxes and building cavities Mat form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and Sealed in accordance wtth Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by post-construction or rough-in testing below. Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be-substantially leak free by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 chn(113 Umin)Per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturers air handier enclosure.All register boots shall W taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the test If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 dm (85 Umin)Per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 1/17201710:12 AM EnegyGaugeO USA-Repes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) IPJ 8403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as duds or plenums. SFJ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying flubs above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 13 R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. '® R403.4.3 Heat traps(Mandatory). Storage water healers 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'h inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service sister heading systems shall be,equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100-F to 140'F(38-C to 60°C). R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to slecbic service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burnegs) of combustion types of service water healing systems to be turned off. 0 R403.4.4.2 Wafer heating equipment. Water heating equipment installed in residential units shall meet Me minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar wafer healers shall met the criteria Section R403.4.4.2.1. R403A.4.2.1 Solar water heating systems. Solar systems for domestic hot wader production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar colledors shall he tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria. 1. Be installed with a tih angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. 13 R403.5 Mechanlsal"Mlladon(Mandatory). The building shall be provided with ventilation that meals the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or wtth other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Headlong and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACOA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer as"factors,provisions for future expansion or other factors which a0ect 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 Mat its total capacity is not Was than the calculated total load but not more than 1.15 times greater than the total load cekulated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturers product linea.The cogesponding latent capacity of the equipment shall not be less than the calculated latent load, 1117201710:12 AM EnergyGauge®USA-FlaRas2014 -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 salad coolingonty 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 chn 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 relatire humidity used for the load calculation and shall be adjusted for helium side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and mufti-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that bad. 2. When signed and sealed by a Florida-registered engineer,in attached single-and mukkfamily units,the rapacity of equipment may be sized in accordance with good design practice. 0 8403.6.1.2 Heating equipment capacity • 11403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load, • R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural tlreft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1, 0 8403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intemriftent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options'. 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and 6404 of the Commercial Provisions in lieu of Section R403. 0 R403.8 Snow melt system controls(Mandatory). Snow and ice-mel ing systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. 0 R403.9 Swimming Pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as speed in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP45.The energy requirements for Portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All Pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oliAmd pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16.2013 when tested in accordance with ANSI Z 21,56. Pool healers fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump Pool heaters. Heat pump Pool heater shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperalure.A test report from an independent laboratory is required to verify,procedure compliance.Geothermal swimming Pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automnticalhy turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Healers,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public heafth standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery,pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. 0 11403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy far heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. 0 RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of Permanently installed lighting fixtures shall contain only high ethcacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Llghttng equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 8405.2 Performance ONLY. All ducts not entirety inside the building thermal envelope shall be insulated to a minimum of RE. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufftamt space,R-10 is allowed. 11172017 10:12 AM EnegyGauge®USA-FlaRes2014 -Section 8405.4.1 Cam Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Moore Residence Builder Name: CEM Builders Street: 1730 Parc Terrace E. Peones Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number Owner: Paul and Michele Moore Jurisdiction: 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. J Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the \ insulation and any gaps in the air barrier shall be sealed. v 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. \V 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 banner. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl Space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. V 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 factures 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 v 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 V sealed to the sub-floor or drywall. Fireplace An air banner shall be installed on fireplace walls. Fireplaces shall have Basketed doors 1/17201710:12 AM EneigyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: The Moore Residence Builder Name: CEM Builders Street: 1730 Parc Terrace E. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Penna Number. Design Location: FL,Jacksonville Juradidion: Cond.Floor Area:: 2761 sq a. Cond.Volume: 24849 cu 8. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data ELA: HOUSE PRESSURE FLOW: 1 Pa cfm Eq LA: 2 Pa cfm ACH: 3 Pa cfm ACH(50). 4 Pa cfm SLA: 5 Pa CfRI 5 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the parry conducting the teat 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.Erderor windows and doors,fireplace and stove doom shall be dosed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,0 installed at the time of the test,shall be open; 4.Exterior doors far continuous ventilation systems and heat recovery ventilators shall be dosed and sealed 5.Heating and cooling systems,if installed at the time of the test,shall be turned off,and 6.Supply and return registers,a installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, O."E ST4rP performance results demonstrate compliance testing shall be conducted by an 0� with Florida Energy Code requirements in approved third parry.A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party s conducting the test and provided to SIGNATURE: the code official. �OOD WE'�J� PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 1/17/201710:12 AM EnegyGauge®USA-Flaffes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1/1 712 01 7 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference49 r. Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer tem rature difference Total heating load calculation 44028 Btuh Total cooling load calculation 38201 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of ca c h Total (Electric Heat Pump) 107.9 47500 Sensible(SHR=0.75) 111.8�- Heat Pump+Auxiliary(O.OkW) 107.9 47500 Latent 187.3 Total Electric Heat Pum 124.3 47500 WINTER CALCULATIONS Winter Heatin Load(for 2761s Load mmoonent Load carocsceal Window total 349 sq9 7384 Btuh waula+ni Wall total 2522 sq9 9540 Btuh Door total 60 sqe 1033 Btuh wmeos(1sn1 Ceiling total 2761 sq8 3605 Btuh Floor total 2761 sq8 13546 Btuh Infiltration 130 dm 5843 Brun Dud loss 3075 Blurt a.asomU Subtotal 44026 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 44026 Btuh n°orsl3o.eN mm.nJs%I SUMMER CALCULATIONS Summer Cooling Load for 2761 s a Load com onent Load Window total 349 sqR 12049 Btuh Wall total 2522 sqR 6054 Btuh Door total 60 sq8 701 Btuh 4%n) dows(319%) Ceiling total 2761 sqh 3957 Btuh Floor total 0 Btuh Infiltration 97 cfm 2138 Btuh Imemal gain 3380 Btuh Duct gain 3583 Btuh wellufli.m Sens.Ventilation 0 cfrn 0 BtuhBlower Load 0 Btuh Total sensible gain 31862 BtuhLatent gain(ducts) 901 Btuh Latent gain(infltration) 3238 Btuh Doersi8% ntG.n(s8%) Latent gain(ventilation) 0 BtuhLatent gain(intemaooccupants/other) 2200 Bruh InN(14.1 putts(117%) Total latent gain 6339 Btuh TOTAL HEAT GAIN 38201 Btuh EnergyGaugee Syst Sizing lith Edition PREPARED BV: DATE: EnergyGauge&I USRCZB v5.0 Residential Window Diversity MidSummer Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1117/2017 data for: Jacksonville -Defaults Summer design temperature 95 F Average window load for July 6841 Btuh Cooling setpoint 75 F Peak window load for July of Ave.) 9868 Btuh Summer temperature difference 20 F Excusion limit(130% 8893 Btuh Latitude 30.5 North Window excursion Ju 975 Btuh WINDOW Average and Peak Loads 9,500 i i 9.0D0 -•—•-•—•-•—•-•—•-•—•-•—•-•—•-•— -i—•-•—�•—•- 8,000 f \ 7,000 6,500 6,000 5 500 8 10 12 14 16 18 20 - - Window Load (Bkh) -•-• Limitfor excursion — 12 Hour Average Total July Window Load(Radiation and conduction) Warning:This application has glass areas that pmduce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®S Saing for F rida residercas my PREPARED By: a�/•J t l DATE: EnergyGauge®/USRCZB v5o System Sizing Calculations - Winter Residential Load - Whole House Component Details Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Building Type: User Addition 1/17/2017 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F(TMY3 99%) Mint Loads for Whole Ho>. Window I Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, Clear Vinyl 0.57 E 21.7 23.4 506 Btuh 2 2, Clear Vinyl 0.57 E 72.0 23.4 1683 Btuh 3 2, Clear Vinyl 0.57 E 8.0 23.4 187 Btuh 4 1, Clear Vinyl 0.98 E 12.0 40.2 482 Btuh 5 2, NFRC 0.22 Vinyl 0.31 N 15.0 12.7 191 Btuh 6 2, NFRC 0.22 Vinyl 0.31 W 25.0 12.7 318 Btuh 7 2, NFRC 0.22 Vinyl 0.31 W 15.0 12.7 191 Btuh 8 2, NFRC 0.22 Metal 0.31 S 39.0 12.7 496 Btuh 9 2, NFRC 0.22 Vinyl 0.31 S 22.4 12.7 285 Btuh 10 2, Clear Vinyl 0.57 S 15.0 23.4 351 Btuh 11 2, Clear Vinyl 0.57 N 21.0 23.4 491 Btuh 12 2, Clear Vinyl 0.57 W 60.0 23.4 1402 Btuh 13 2, Clear Metal 0.87 W 22.5 35.7 803 Btuh Window Total 348.6 7384 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Ext (0.095) 11.010.0 302 3.89 1176 Btuh 2 Frame-Wood -Ext (0.095) 11.0/0.0 100 3.89 389 Btuh 3 Frame-Wood -Adj (0.095) 11.0/0.0 543 3.89 2111 Btuh 4 Frame-Wood -Ext (0.089) 13.0/0.0 377 3.64 1370 Btuh 5 Frame-Wood -Ext (0.089) 13.010.0 212 3.64 771 Btuh 6 Frame-Wood -Ext (0.089) 13.010.0 218 3.64 792 Btuh 7 Frame-Wood -Ext (0.095) 11.010.0 358 3.89 1394 Btuh 8 Frame-Wood -Ext (0.095) 11.010.0 142 3.89 551 Btuh 9 Frame-Wood -Ext (0.089) 13.010.0 271 3.64 986 Bluh Wall Total 2522 ft 9540 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Exterior, m (0.400) 20 16.4 328 Btuh 2 Insulated-Garage, n (0.400) 20 16.4 328 Btuh 3 Insulated-Garage, n (0.460) 20 18.9 377 Btuh Door Total 60 ft 1033Btuh Callings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented AfticA/Shing (0.032) 30.0/0.0 2761 1.3 3605 Btuh Ceiling Total 2761 R 3605Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 1.0 280.0 ft(perim.) 48.4 13546 Btuh Floor Total 2761 soft 13546 Btuh Envelope Subtotal: 35108 Btuh Infiltration Type BySpaces ACH Volume(cuft) Wall Ratio CFM= Natural 0.31 24849 1.00 129.7 5843 Btuh EnwgyGau9ea/USRC2B v5.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Paul and Michele Moore Project Title: 1730 Park Terrace E. ` The Moore Residence Atlantic Beach, FL 32233 Building Type: User Addition 1/172017 Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM W 0.075) 3075 Btuh All Zonas Sensible Subtotal All Zones 44026 Btuh Subtotal Sensible Heat Loss 44026 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 44026 Btuh EQUIPMENT 1. Electric Heat Pump Goodman 6GSZ16048 47500 Btuh Key:Window types-NFRC(Requires UFactor and Shading coeRcierd(SHGC)of glass as numerical values) 0'-Glass as'Cleae or Tinf(Uses U-Factor and SHGC defaults) U-(Window U-Factop MTM-(ManuaU Heal Transfer Multiplier) Version 8 EnergyGauge®/USRC28 v5.e Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1/172017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference:49gr. ds for Whole House TypeOverhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len HIM Gross Shaded Unshadec Shaded unshaded 7 2 Clear 0.65,0.57 No No E 1.3ft 2.011 21.7 0.0 21.7 25 74 1602 61uh 2 2 Clear 0.65,0.57 No No E 6.311 2.0ft 72.0 39.0 33.0 25 74 3414 Stuh 3 2 Clear 0.65,0.57 No No E 6.3ft 2.011 8.0 Its 1.5 25 74 273 stub 4 1 Clear 0.74,0.98 No No E 6.3ft 2.011 12.0 6.5 5.5 35 91 727 Stub 5 2 NFRC 0.22,0.31 No No N 1.3ft 3.Oft 15.0 0.0 15.0 11 11 162 Btuh 6 2 NFRC 0.22,0.31 No No W 1.3ft Soft 25.0 0.0 25.0 11 27 684 Stuh 7 2 NFRC 0.22,0.31 No No W 7.311 3.Oft 15.0 0.0 15.0 11 27 410 Btuh 8 2 NFRC 0.22,0.31 No No S 10.3f 2.Oft 39.0 39.0 0.0 11 13 421 Btuh 9 2 NFRC 0.22,0.31 No No 5 10.3f 2.5ft 22.4 22.4 0.0 11 13 242 Stun 10 2 Clear 0.65.0.57 No No S 1.3ft 2.011 15.0 15.0 0.0 25 31 375 Stuh 11 2 Clear 0.65,0.57 No No N 1.3ft 2.Oft 21.0 0.0 21.0 25 25 525 Btuh 12 2 Clear 0.65,0.57 No No W 10.31' 2.011 60.0 59.1 0.9 25 74 1543 etuh 13 2lear 0.85,0.87 No No W 10.31' 2.011 22.5 22.5 0.0 31 80 697 Btuh Exwrsion 975 Btuh Window Total 349 s ft 12049 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cw/Sheath 1 Frame-Wood-Ext 0.09 11.0/0.0 302.3 2.8 835 Btuh 2 Frame-Wood-Ext 0.09 11.0/0.0 100.0 2.8 276 Brun 3 Frame-Wood-Adj 0.09 11.0/0.0 542.8 1.9 1030 Btuh 4 Frame-Wood-Ext 0.09 73.0/0.0 376.5 2.4 886 Muh 5 Frame-Wood-Ext 0.09 73.0/0.0 212.0 2.4 499 each 6 Frame-Wood-Ext 0.09 73.0/0.0 217.6 2.4 512 Btuh 7 Frame-Wood-Ext 0.09 11.0/0.0 358.3 2.8 989 Borth 8 Frame-Wood-Ext 0.09 11.0/0.0 141.7 2.8 391 Btuh 9 Frame-Wood-PA 0.09 13.0/0.0 270.8 2.4 637 Btuh Wall Total 2522 ft 6054 Bluth Doors Type Area(sgft) HTM Load 1 Insulated-Exterior 20.0 8.4 167 Btuh 2 Insulated-Garage 20.0 12.4 248 Btuh 3 Insulated-Garage 20.0 14.3 285 Btuh Door Total 60 ft 701 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Al&9Light/Shingle 0.032 30.010.0 2761.0 1.43 3957 Btuh Ceiling Total 2761 3957 Btuh Floors Type R-Value Size HTM Load 7 Slab On Grade 1.0 2761 (ft-perimeter) 0.0 0 Btuh Floor Total 2761.0 s ft 0 Stun Envelope Subtotal: 22761 Btuh EnergyGeugeO/USRCZB v5.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Paul and Michele Moore Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1117/2017 Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.23 24849 1 97.3 2138 Btuh Internal Occupants Btuhfoccupant Appliance Load sin 6 X 230 + 2000 3380 Btuh Sensible Envelope Load: 28278 Btuh Duct load Average sealed,Su 116.0.Attic),Retu n(R6.uAt1k) (DGM of 0.127 3583 Btuh Sensible Load All Zones 31862 Btuh EnergyGauge®f USRCZB v5.0 page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Paul and Michele Moore Project TiOe: Climate:FL_JACKSONVILLE_INTL_ARPT 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1I17I2017 Sensible Envelope Load All Zones 28278 Stub Sensible Duct Load 3583 Btuh Total Sensible Zone I t t S `To 7862 Btu Sensible ventilation UJ6"i 0 Stun Blower Y�p1.V-1— r 0 Btuh Whole House Total sensible 5 �,(_ 5 31862 Stub Totals for Cooling Latent infiltration gain y V 3238 Btuh Latent ventilation gain (Oi l.v"A11.� 0 Btuh Latent duct gain �'� �7�2 901 Btuh Latent occupant gain (i ltwv- ' I in) 1200 Btuh Latent other gain �.� L -- IF— (- 1000 Btuh Latent total gain dLVTo ,( 339 Btuh TOTAL GAIN O ,� (� , t ' ` 38201 Stub RQUIPMENT 1. Central Unit Goodman#GSZ16048 47500 Btuh 'Key: Window types(Panes-Number and type of panes of glass) y 3 4 3 (SHGC-Shading coefficient of glass as SHGC numerical value) 5 / (U-Window U-Factor) a (InSh-Interior B Inds:Assume media(No)color, hds(Bo Draperies(D)or Roller Shades(R)) - For Drepe:Assume medium color, an closed For Draperies:Assume medium weave,half closed For Reshades:Assume translucent,half dosed (IS-Insect screen:en:none(N),Full(F)or He")) (Ont-compass orientation) 0 version 8 EnergyGauge®I USRGZB v5.0 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Building Type: User Addition 1/17/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F (TMY3 99%) Component Loads for Room#1: Main Window I Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, Clear Vinyl 0.57 E 21.7 23.4 506 Btuh 2 2, Clear Vinyl 0.57 E 72.0 23.4 1683 Btuh 3 2, Clear Vinyl 0.57 E 8.0 23.4 187 Btuh 4 1, Clear Vinyl 0.98 E 12.0 40.2 482 Btuh 5 2, NFRC 0.22 Vinyl 0.31 N 15.0 12.7 191 Btuh 6 2, NFRC 0.22 Vinyl 0.31 W 25.0 12.7 318 Bluth 7 2, NFRC 0.22 Vinyl 0.31 W 15.0 12.7 191 Btuh 8 2, NFRC 0.22 Metal 0.31 S 39.0 12.7 496 Btuh 9 2, NFRC 0.22 Vinyl 0.31 S 22.4 12.7 285 Btuh 10 2, Clear Vinyl 0.57 S 15.0 23.4 351 Btuh 11 2, Clear Vinyl 0.57 N 21.0 23.4 491 Btuh 12 2, Clear Vinyl 0.57 W 60.0 23.4 1402 Btuh 13 2, Clear Metal 0.87 W 22.5 35.7 803 Btuh Window Total 348.6 ft 7384 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -EM (0.095) 11.0/0.0 302 3.89 1176 Btuh 2 Frame-Wood -EM (0.095) 11.0/0.0 100 3.89 389 Btuh 3 Frame-Wood -Adj (0.095) 11.0/0.0 543 3.89 2111 Btuh 4 Frame-Wood -EM (0.089) 13.0/0.0 377 3.64 1370 Btuh 5 Frame-Wood -Ext (0.089) 13.0/0.0 212 3.64 771 Btuh 6 Frame-Wood -Ext (0.089) 13.0/0.0 218 3.64 792 Btuh 7 Frame-Wood -Ext (0.095) 11.0/0.0 358 3.89 1394 Btuh 8 Frame-Wood -EM (0.095) 11.0/0.0 142 3.89 551 Btuh 9 Frame-Wood - EM (0.089) 13.0/0.0 271 3.64 986 Bluth Wall Total 2522 ft 9540 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, in (0.400) 20 16.4 328 Btuh 2 Insulated-Garage, n (0.400) 20 16.4 328 Btuh 3 Insulated -Garage, n (0.460) 20 18.9 377 Btuh Door Total 60s ft 1033Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Atic/L/Shing (0.032) 30.0/0.0 2761 1.3 3605 Btuh Ceiling Total 2761(soft) 360513tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 1.0 280.0 ft(perim.) 48.4 13546 Btuh Floor Total 2761 soft 13546 Btuh Room Envelope Subtotal: 35108 Btuh Infiltration Type BySpacas ACH Room Volume Wall Ratio CFM= Natural 0.31 24649 1.00 129.7 5943 Btuh EnergyGauge®/USRCZS v5.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) L1730 chele Moore Project Title: Terrace E. The Moore Residence Atlantic Beach, FL 32233 Building Type: User Addition 1/172017 Duct load Average sealed,Suppty(R6.0-AWc),RetumntaoPAttic) (DLM of 0.075) 3075 Btuh Room#1 Sensible Room Subtotal 44026 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 44026 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 44026 Btuh EQUIP 1. Electric Heat Pump Goodman#GSZ16048 47500 Btuh Key:Window types-RFRs as'Cl(Requires r lint or and(Uses ShadU-Facto oDeand S ient(SH defaults) glass as numerical values) or-Glass ac'Cleaf or Tine(Uses U-Factor and SHGC tlefautts) U-(Window U-Fatter) HTM-(MenuaU Heal Transfer Muttiplbr) Version 8 EnergyGauge®/USRCZB v5.0 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Paul and Michele Moore Project Title: 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1/17/2017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 49gr. Type' Overhang Window Area(sgft) HTM Load Window Penes SHGC U Irish IS Ours Len Hnt Gross Shatletl Unshadec Shaded Unshaded 1 2 Clear 0.65,0.57 No No E 1.3ft 2.Oft 21.7 0.0 21.7 25 74 1602 Btuh 2 2 Clear 0.65,0.57 No No E 6.3ft 2.011 72.0 39.0 33.0 25 74 3414 Btuh 3 2 clear 0.65,0.57 No No E 6.3ft 2.011 8.0 6.5 1.5 25 74 273 Stun 4 1Clear 0.74,0.98 No No E 6.3ft 2.Oft 12.0 6.5 5.5 35 91 727 SWh 5 2NFRC 0.22,0.31 No No N 1.3ft 3.08 15.0 0.0 15.0 11 11 162 Btuh 6 2 NFRC 0.22,0.31 No No W 1.3ft 3.Oft 25.0 0.0 26.0 11 27 684 Btuh 7 2 NFRC 0.22,0.31 No No W 1.311 3.Oft 15.0 0.0 15.0 11 27 410 Brun 8 2 NFRC 0.22,0.31 No No S 10.3f 2.Oft 39.0 39.0 0.0 11 13 421 I tuh 9 2 NFRC 0.22,0.31 No No S 10.3f 2.5ft 22.4 22.4 0.0 11 13 242 Btuh 10 2 Clear 0.65,0.57 No No S 1.3ft 2.011 15.0 15.0 0.0 25 31 375 Stuh 11 2 Clear 0.85,0.57 No 10 N 1.3ft 2.011 21.0 0.0 21.0 25 25 525 Bluth 12 2 Clear 0.85,0.57 No No W 10.3f 2.011 60.0 59.1 0.9 25 74 1543 Blob 13 2 Clear 0.65,0.87 No No W 10.3f 2.OR 22.5 22.5 0.0 31 80 697 Stun Window Total 1 349 ft 11075 Stun Walls Type U-Value R-Value Arsa(sgft) HTM Load Cav/Shsath 1 Frame-Wootl-Ext 0.09 11.0/0.0 302.3 2.8 835 Brun 2 Frame-Wootl-Ext 0.09 11.0/0.0 100.0 2.8 276 Btuh 3 Fran-Wood-Atli 0.09 11.0/0.0 542.8 1.9 1030 Stun 4 Fran-Wootl-Ext 0.09 13.010.0 376.5 2.4 886 Brun 5 Fran-Wootl-Ext 0.09 13.0/0.0 212.0 2.4 499 Btuh 6 Fran-Wood-Ext 0.09 13.0/0.0 217.6 2.4 512 Btuh 7 Fran-Wood-EId 0.09 11.0/0.0 358.3 2.8 989 Stuh 8 Frame-Wood-Ed 0.09 11.0/0.0 141.7 2.8 391 Btuh 9 Frame-Wootl-Ext 0.09 13.010.0 270.8 2.4 637 Btuh Wall Total 2522 ft 6054 Btuh Doors Type Area(sgft) HTM Load 1 Insulated-Exterior 20.0 8.4 167 Stun 2 Insulated-Garage 20.0 12.4 248 Btuh 3 Insulated-Garage 20.0 14.3 285 Stun Door Total 60 s ft 701 Btuh Callings Type(Color/Surface U-Value R-Value Area(sgft) HTM Load 1 Vented Aftic(Wht/Shingle 0.032 30.0/0.0 2761.0 1.43 3957 Brun Ceiling Total 2761 3957 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 1.0 2761 (ft-perimeter) 0.0 0 Btuh Floor Total 2761.0 s ft 0 Btuh Zone Envelope Subtotal: 21786 Stun EnergyGaug80/USRCZB v5.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Paul and Michele Moore Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1I17I2017 InBltratlon Type BySpaces ACH Volume(cuR)Wall Ratio CFM= Load Natural 0.23 24849 1.00 97.3 2138 Btuh Internal Occupants Btuhloccupant Appliance Load gain 6 X 230 + 2000 3380 Btuh Sensible Envelope Load: 27304 Btuh Duct load Awrage sealed,Supply(Re.0,Attic),Retum(RS.OAttic) (DGM of 0.127 3460 Btuh Sensible Zone Load 30701 Btuh Windows July excursion for System 1 975 Btuh Excursion Subtotal: 975 Btuh Dud load 123 Btuh Sensible Excursion Load 1098 Btuh EmrgyGauge®/USRCZB v5.0 Page Manual J Summer Calculations Residential Load - Component Details (continued) Paul and Michele Moore Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 1730 Park Terrace E. The Moore Residence Atlantic Beach, FL 32233 Addition 1(172017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 28278 Stub Sensible Duct Load 3583 Btuh Total Sensible Zone Loads 31862 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 31862 Btuh Totals for Cooling Latent infiltration gain(for 49 gr. humidity difference) 3238 Bluth Latent ventilation gain 0 Btuh Latent duct gain 901 Btuh Latent occupant gain (6.0 people @ 200 Btuh per person) 1200 Btuh Latent other gain 1000 Btuh Latent total gain 6339 Stuh TOTAL GAIN 38201 Btuh EQUIPMENT 1. Central Unit Goodman#GSZ16048 47500 Btuh 'Key: Window types(Panes-Number and type of penes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading Assume medium o l r,half( to Draperies(D)or Roller Shatles(R)) - For Blinds:Assume metl ed color,ave,closed For Draperies:Assume medium weave,hag closed For Roller shadessones:Assume translucent,hag closed (IS-Irises screen:none(N),Full(F)or Hag(M)) (Omt-compass orientation) 0 Version 8 EnergyGauge®I USRCZB v5.0 Page 3 Y w a c a o 0 0 0 v � 9 O N a a b C O 9 a .;mss D O V p 1 3 � A 0 �o .°� go ate" n aKa O f a6 I o tlm 5 � 9+ I c � n Q� v� A �� N .~- O �❑ oa J ❑� to A W' N .-• x' r~+ O �❑ Oo J � u A W N .- "O (p $ o m .n o o ry ° ° o o ❑� o o a a `G C o .jj ° o: toll °' E_ ,ol ❑. Ky ❑ rn 5 �' m m 5. b m` m Oa � b 6 b � tl0 � .�• Cj O C O y�y a• .. rn w �-n 0 n H L' O w^ n c b O C .ni n I y 0 3 d 0 5 O M ri rt I T � r, G 2 I L ry � r u � . . P r a /` § � � } } } { / {� ~ ` ~ ^ � � ) / % \ % / % / ( � \ , / z � / \ EZ ) 4 � > ! , : _ zE > E - [ ; � & t ; & on , ewE = E : ss ~ ! ( � % \ { / / / ( ® � � ° ® ] ( ` ( � ( ! - / , �} ! \ \ ` � ® ) � � � � . ( / . . . { I . \ \ / § ƒ 7 � { 2 E ! ; # & \ _ \ ® ` rz � { � } \ ( r } / � ƒ (\ r xis wr. Wpin u-,a"11e1" nx wuwaa Fec v.a ems sea wP arra s.em d pra Aplean pprpval Iv �M1ppeetien W Seemich Criteria ' RRfineeaamb Cade Version 2019 FL# 13591.6 Application Type ALL Produtt Manufacturer ALL Cstegory ALL Subcategory ALL Application Status ALL Compliance MCMod PLL Quality Assurance EMity ALL Quality Assurance Entity Cmntma Expired PLL Product Madel,Number or Name Pll Pmd utt Description ALL Approved for use In MVMZ P11 A,.ro for use minute MVNZ ALL Impatt Resistant ALL Design Pressure ALL Mar ALL search gsuea- lama EL# y8 Manufattam, ValidatM sr Start.A tt13591- ReNsimn ]ELD-WEN Neutral Aaretltatlon& Approved R11 R :PL13591.6 MaMgamere Institute ;Rl Medetr Deal Prn/Srramlll Pro (809)6845129 Description:Single wittl side lite(s)(),0/O,X/O,X,O)Glazed Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0',Inswing and Outswing Cete %Exterlor Doors Subcategory:Swinging E denor Door Assemblies 'PR rb]MOBGR.Mpm'ak MLPA1 NLIta raNaea]sq TJI1tlMM19CsNv Ma Cn�ni®mXna�MY. 1 ::26x1 Plan Pure Prs]Ttl Manu fL32A9 nvna:BSmdB maerr.MFwa.�..,wvaonndwa.r.....,,"M zoozaor. ::emaubnw.:: M1t PorlG lae,amllaMiaMe PtarrmJs.nyuuM nR wrrty mall Wra rtlase]InrsWmm.PWlttwnN rgW.6a rrt sadtlatrml< nwi mtka MNly.4awa],moa Maoaua Gy rAverc 6/Va]Mmal mn�liyw Nw ary mare.daeaa mYY eso.x).r395.awaum m Yrllm ass 31s lu,norm aanm,rtemwaexw t,zatz,u�i�Bea ea+.,el.d.us,rs.m,xt PeMa,#e merararMx wm.r.r.i.aeea.dm.,Ia..ae.ma ercl4pan]xl nay lw,W hoROY mmnanbtlon MNtM IY ser.Naw�semalla0]evaseraHtraaLLafymax' wlNmax(Ayagwwl Wress, dens WUGtle yv4rr[MMan nuilWaaxMN unMmab aNlebbM Wtllr.Tu Mbnare Xpw saataswuxYOuea055,F.S..dorsa d in,tin PeYnatereralAmatw Cretin safe safe Ilk m- heYIIIIYiw IreN �YRyOYn Na Tcps 4tmIt9N'�P 90baFs4 Ptlolwe FC 8I1 m5lb M4 uNa sre dbpr � �._ .� ,4FaaeeM�pwak R x 83 3 541-811 Wndadon Type Revision Cade version 2014 Application Status Approved (Approved W DBPR.Approvals by DBM shall iR reviewed and ralthed by me POC and/or the Commission If necessary. Comments Archlvtol Product Manufacturer JELD-WEN Address/Phone7Email 37M Lakeport BIYd Klamath Falls,OR 97601 (800)535-3936 L Mc10leid-weAAOM AUMonaed Signature Halide MduaugMln fbcl@field-wen.wm Technical Representative JELD-WEN Corporate Customer Service Address7Pbone/Ercall 37M Lakeport out. gamaN Falls,OR 97601 (800)5353936 custonwrse,ndi gents®leld-we0.cpm Quality Assuranre Representative gddresz/PM1One/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method CeRificatlon Mark or Listing C Mflcation Agency National ACaedRation B Management Institute Validated By National AccreditaWn a Management insMute Referenced Standard and Year(of Standard) Standing 41claE HAMA 1304 2002 ASiM E2B3 2004 ASTM E33o 3002 TAS 202 1994 Egulvalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/16/2016 f Data Validated 09/21/2016 Date Pending Pll Appmyal Date Apposed 09/25/2016 Somme of Products K e NaaeL Numbs or Name Deaorlptlpn 13541.1 Design Pm/Smooth Pro Single(X)Opaque Fltwr9kg Door,3--0'a 6'-B'and Y-O'x a'-O.,0tland,and Ootawing Land"M Ufa Cvtllbtion Agency Certif ate Apprea4 lgr Lie In HVH2:No FL33511 811.L Approved for Lie ordtlde HVIR:Ye 813541 R1 -1 Impact Rebbrd:No QuNityi sarance Contract Expiration Date Design prefatre:+50/-50 03/30/2018 Other: Ideelis- Insuuctlone Fjj� 811— :I 31A S5 'Q! 36.Wf Varlfled By:Herres F.Norm 13118 healed by Independent Tidrd Party:Ys Rale Reports FL136a1 R11 -, '74' < 01a09.26tof heated by Independent Thbd Party:Vas 13511.2 Design Pre/Smooth Pro Single Q0 Glazed Fiberglas Door,3'-0'x 6'-8'and 3-0'x e'-0',Nawing and Obtaining Limits of Use Cart0lutloe enq et9Ji M-R6 MI Ceflgr Apprwetl for useIn What:No F_i t_954.1 C11f ARfGr' NrOf Approved M Lie Node XVNZ:Yes 813541 831 C "(cerebral 21-R5odf Impact Pressure: No Quality Aeunrice DRlrtraat Erolrslea Dal! Otsego Preswre:+50/-50 03/30/2018 Other; TelalYtbn Instructions wed 7y 11tieo Verified By:Hermes F.Nmae,P.Eart 13138 Created DY Independent 1Mm Party:rs Mluetlon aeporu hebad M Irtlgwi0em'Dded Party:Ys'c 13541.3 Dslpl Pro/SrtnoN Pro Douce(XX)DPage Fiberglass DOW,6'-0'z 6'-B'send 6'-0- x ly ',InseV:g and Outsving Limits of Ufa Grtgbtbn Agency CertHM9M ApP .. roved for Lie In Panel I l FL1354 Ito AppraVad Moue anol de NNQ:YelQuality ' Impact Rear sip Aurance Contract Expiration DaleDesignon, Design Preeune:+50/-50 03/30n//2018 Other: Lsalla[ion Instructions Vedfled y: Hermes F. )3115 Orontes b ed by Independentt Thmd TM1IrO Party:Yin Mlwlioo Reports rl_" n120y40B-26.pN canted by mdepen0ent1TIrdA Poly:Ye 13541.4 Dagn Pre/Snloom Pm Douga M)Glazed Fiberglass DWG 6'-0'x 6'-S'aed 6'4'X 6-P,leasing and Ouzsw,q Limits of Ue CerHlluHon Agency Certif ate APprovad Mr use,in IIVIt2:No Rl3`i':. 'f 01-fl5odf Approved for Use,Pension HVHL:ye f11-' :I-RS vdf Impact Resistant.No Quality Assbranee Contract Expiraside Ones Design Pressure:+50/-50 03/3(1/2018 Other: INHlill Instruefiom: ful:,i034M- :26,ocf tad is,BV:Hermes F Norem)3)16 heated by mdependenl Third Party:Ys Valuation Reports FL13S- 2014-09-26 odf C nd by Independent 1Tmd Party:Ye 13541.5 Dsgn ProAinsieth Pen single wed Side IRa(s)MO/OdV O,X,O)Diane"Fibarylav Door,Sist'x 6W and 9'-0'x 8'-0',Imwing and O:ItardM LimiK of Use ADenzy Approved for one In HVHZ:No of 13 '11C C C NI011910 Di-R Ixll Apprs'ed Nor use whable HVHz:Ye ` 3541 "I NI61i9,0-Rzoui Impart Resistant:NoQusRtl Aertnrrda Oelbect bsbauld OaU * erewreW Ps : Other: A lesflalb IMfucti" O[M1ar: Vedfled By: Hermes F.Nomm 73778 Geated by indepmdent third party:Yes i .t$sn lllw t ss 91 pi:uz 6 ee mr Geared by IrpapsMRH Turd Party:Vn 13511.8 DesignPm/SnnaN Pm SMpM wM olds IRe(s)(%,W 0,%/O,%,O)GLsnd FlOerplan Door,9'-0"x 6'-8`aM 9'-0`x 8'-0',insvtm;and Outsnng Limits o/Use CertlfN'atlon Agerry Cert8lca[e Apprmed for use in HVHZ:No Approved Por use mrside HVHZ:yes ImpaR ReFistam:No QuaIM A tsuranre Contract Expiration Date Design Pressure:N/A 03/3/2018 Other: InMllatbn Instluctime 11 13111F,11 c pdr Vedfled By:Hermes F.Nomm 7378 Created by Independent Mind Party:Yn NNuation Reports FLIM° ql_ � L cc N40 -26 odf GBeterl by Independent third party:Vas 13511.) DWgn Prp/Bmpotll Ao e11O�z 6&' aM nberyev Dopy, 2' W- 10` iwMng and Dwnlry, Limits Of Un CwtilMicirtM AYerw7 Omt ft Approved for u!in MVIQ:No V Rl C far 101191.1 -R5.0Gf ImprwM sir un mbide 1[1111Z:Yez F 1`An mimcet Contract Expbatbn Date Impact Resistant:No Qua M oesign Pressured N/A 03/30/1018 Other: Il 1Meuelbns ELINAIR1 F 1 1 O 014-09-2bOf Vsdfled 0.1ed By:Hennes F.NOlero]378 lniwv try independentThirtl Pa":YM EnluAtlon ReP f E me c PE 8 '01+1]1)-26 pdf C,mewtry InOeprdRlt Mind PaM:rev 13591.8 Design Pm/Smooth pm oulple eith Mos,` BW-)zfi-0 Od T Fl -0'x8'-0�,IMrmNn9 and Dul N Limina of Uu Cartllloelan Agi C lftate Approved mr uae in 1MM:NO Fel If Applmed nor um outside MVIIZ:Yes FL13511 RS l impact ReslMn:No Q..w,A Nmce COOtract EspiraUon CAb Design Prastme:N/A 03/30/Mle DUrer: lust tlan lnatructi... c< 019- . FL1354t 711. 09-26.001 Venfied By:Hermes F.NOram,P.E.7M78 Created by Independent"bled Party:YC Evaluation Reports ..;... P271%55-2914_-09-26 odf Created 0y independent Iliad Party:Yn m.RaarO4a v..av»anpm.r.�--•_••,�,>-zo, e.3 dA�..:. wn su.�x::8'atlViL8mf6::BNd-8lvss u�.raul.,,.rmwm®..pnr=,sOmn miu..nw>mm,m.as ia..m �asomrPrar.eer,.e.n.m.ar..ermw. vxmpvr.ae.a.rra4 maaum.omu MWv�orha.nwW w.lfvrWar,.me�ac�mN.eua9n.lpas.�we.nms.mm4ss.Ds 0).FM6 Fm,aFNh PaoEe1,IDr3.Yasbwa weetM1rVaus.F.s.mrt PwNan osmxOrn e,wrYrtlO�xMrrlwoa]ar .,Ws>aMarErmr e.waaaew mm,uryM radalbr wr.�,..nwm�a.Prlxnmaawm,s.anm Wrrp.v.el.mr. drrrr Pvabm!paa�mer Mma�mll WOMiN v,Gmell artlWsa�maPWc TO Jt/nY,e/rw aaab�urYparV aSar F.a.a� h.�Yglagl.r/aD4rs Geol Gard soft a N..a:..3 3 3'�8 ,•`Oo t a3 � N a -�QeA'�]} ^wv MIL[LL $ � 9a 0. 6• W �� E$9 oYN N- O i��g$I} S310N ltla3N390Ntl'S3af1553ad 9� [3 f N91S30'SN011VA3l3 IVJIdkL y $ SFE .�-y�+. , .••`��05� a § q o .. Q a ma LJrdW3-Moa $ u $Ea E11.10 P•• E �gxs yy ' t 3Ln nni Waat00W5/oNe M93S3L1 3WL � $ $ lia� Xg1VJDl 39NIX -A q A$ N .....� � � .IMI MIN Ea $ $ A 3t € L101313WNtl1'YONN o g x x x x 9l/5{Lfi9NIMMI F�)e� Ip! gF 3/[(6:0H1MS1I10 .�� F >>•� � s yy y y y y So / EI W�E5Q5 Y i. F F F 3 i NOLL-139NME FNa a n a A g T n 1X913N3WYw Y01[XW �_ � 77 b b 4 y F N N• Z .flh LB:9MLMS1(10 W 1X913N3ET8: 1MSN1 3 9VSILB�9NIMSXI Rh 1B:9HIM51(q z to 5 a$ sic grl£ 4 it glm N V a Ell; F is oU G a Wu O G mi a j Of city WWI: ssa fyt s pp iWyw y s y ]o to p I a € x n al ling W; O 8�J �s� g "s a35 Wtl �oN .�� Z3$ a § 9 d 3 a go 'z o ry 33 is ?i3 •3 g ^a e "s c �3•;E ' SRON ONtl SWOAtl HOHJNtl tl m1 3u9nnaoua uWoorvs/oaeM�rsaa :avu p ; 9�� ' "^*�"xo f 3 � � � �u E E 1P/l tl(IXJNr3E g 0 89 5� �o Yf eu.9 erL tlowxr Sas 'eu. 7 wr 1N919X l ul'r'o. .9SH Lfi 9MM9Nl = J/1 U�9NIMS1l10 1�ho q� gRp9 � gg , 18 ;e qc� 9 W: 4 gE"p 6 ssf� n o AMS mG �`3 $4d Stl S3daJ o wN$ ow g � F C � � 4� % _ m 22 -&� 2 m .�H | | % °t | M\ XZ IVNO x3ns © =� . x- % , G ! __ __ _ ':* | | IN ! . . gel � | | . ! IW ) | • �! �s�i�z�eN�M u� $ °!e� Jr'``Py.:k b3�"J,��'! ; '� m gqi, S 19^amvio�aamYw�nr N3A4FIT3l 6 : �1�! o r`r .y..my'yr�a a c� ry "o N . a CZ ' 5308WlV 35Stl JI1b3A rY;Y N�.'�•. �• y � p Q m k W7?7nJMdHlOMVYweNwa mu 3 9[ '"�Y�mun" 3 ED .oso W 7Y W m O m { m a a a N5 OR N Uf co YO m C� a o o 0 rn m a fltl �I f y po O aoe ..e h1 .� % � . \ | \ | 2( 2 � S a _ / k \ | 5 k § � | ? rn/ | � % ( \ ellt6) k• ' | to t X k \ k | \} ^ k | \. § | A ` • \ \ lkrr LD,w� | , =-&fes-N� = e ! ` ^ � S ; ! !!| )§ | § g dip § § ¥ .. Oil , | ! », | m_-©- § | all ` \§ In B | a | . § | IL | WE | H ® | § , § # of ) $ [ ] 51 ■ 5 � ;|| B � w ` 2�I / \ �°�� • $ ¥ ! e •� . m__e G ® //\ § _/��__ k | it ■ . ■ \ § \\ � \\ 0 § . ° • ° | |� ! k � ] § | :~ 01 ` \ \ k ( §! }Big J,9 , : a; � • � > p � w cCL . IN 0 | \ � 0 | d . 2 1 - % a- \g P�13 .101 2z cr) 0=8�44.p wv,9oeen�ee � p uv� TMHUVWiOT119ONVSiN3NOdWO3 ' g mR yrewrxoN § � f ''.�H I °R �� l; 31/I lineO dN[O VOee M9 W :3Lu # $ 9je � IV ® 9 o gO e a a n w9 Og m O m $ IYas.eal m'x o S 0 Jo 18A szx N N 43 O� o 0 4=�111�+ be 1I N N 43 d J � to 8 W m aso a� 1Fl j IAA9YAI.YFR IY.uuu w �1Ys1g9f � Ak O 0y. ,ii: . , W. �s SS a ii�!! I miv� WC,g d, � -� 0 � ysgin iss t l - o 6 � Wx f Ilia $ WHO Y ° i yy N \ x O O gl 71 t 11-77 k, rs i.at: F, plaen/�s wp\m. weir La.ammx� :n rwo swM s.a+a saerem nnuw. rec art wssm Mq rmb sera ' paysucb<tppwal . Nmuar >Awemw rah _Bmrch C la > A.n..Irrh Code Va:slon 2014 ile 13511.6 PpPIk Otl Typo PSL PmduR Manufa mr all Catep w ALL S wnegory ALL ApplU,aUm Sfffius ALL Compliance Method ALL Quality Assaanu EMlty ALL Quailty Assurance May fund Expired PLL Produtt Model,Number or Nan. P11 ProduO Dewlp0on PLL Approved Ion use In M Z PLL Approved for use outside M Z ALL Impact RasiatnM ALL DeOgo Raaaum ALL Other P searchm ft-APPIireOooe F4Y TYPa Mppufacturer Y1IW2SEC9Y SSaSrI£ Revision IEID-WEN National Mtredlta4on9 Approved E11 FLP:0.13501.6 Management lnaUftka Hiseory Madel:Dealpn R./Srmom Pro (800)681-5129 Deacriptl.n:Single MM W.Ilt.(.)(X,O/ON O,X,O)Glazed Rba,laa6 Door,9'-0'x 6'-8'and 9'-0'x 8'-D",InsMrp and OWSMing C.tap :Ektad.r Doors suhoropory:SMrgWp Exterior Door AaaanwWa 'Mrx�w1 b rere.kwvelr b ohm mea m iwmad an rmnea b u,e ax a W u nw rmnmlm a�vv. :: as.seznaa rrosmanmml.n..rsa.sewn.r_—,,,. _�-datum :: ::ems::emmabmma Utls ROM1m w..,.a.mi..waR gym.n vm me�aen•saxe-n,r.aaerre m,..w..n.lWM�mm rqx�.m rca...i wma,e as mtlr.eq.uua.e.+.un.MM b que.>be.uaw tura.nq,n..v.e Drab.,q®mrt<esnaef.ues.mn.�.amsrceenus.z>s pl,amm azax.,+Nmw omm.1,mzz,uda..xo.a..e.amass.F.s muf Pwmrh.owmeeP.a o.mil.dasvdw ae..w..m. .axaerova.+m.re.�..er.renus�mi.+a+m amn.lxm..:a.....�r,ae�...cmur�ro nwm m.m.m wwew.�.l.mie. gamewodaesae dase..x.an.�.eM.mr.l.m r.,u.turas d�I>uK ro mini.irw...l�®i.�m.a+m.us,r.s..lraa an— n.aea AFaw.l Amw: K, as ®m Credo Card Sam yi ISI} BLlalb,e Win WrPyWYn XRRM> Sbnh SvtlxiP SGba� Pai4vs laC Alfl ert554My Wb 4sM �r aAFaraa or.a Ra N3501-R11 AppllUflon TYpa Revlalon Code Version 2019 Applhabon Slates AOproved .Approved by DBPR.Approvals by DBPR shall ae reviewed and ratified by the POC and/or the Commission If necessary. comments ArthRed Product Mandeothrer ]ELO-WEN Address/Phone/Ema11 373)Lakeport Blvd MamMh Falls,OR 97601 (800)5353936 IbtlOjeht-wen.wm Authorized Signature Rae0e Mrlaughlin fix1gpe1d-vren.wm Tetlmkal Repndemative J&D-WEN Corporeal Customer SsMos Address/Mona/Email 3731 Lakeport Blvd. Klanwth Falls,OR 97601 (800)535-3936 NMvnrersarvicmgimmWeld-aan.com Quality Assurance Representative a ldreee/Ph.na Emad Catagory Extend,oo0 s Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark Or Listing •r Oertlficabon Ai Nationat Accreditation N Management Institute ValWated By National Accreditation 8 Management Institute Referenced Standartl and year(of Standard) Standard YOU HAMA 1304 2002 ASTM E283 2004 f5lM E330 2002 TAS 202 1990 Equivalence M Produd Standards Certified By Product Approval Method Method 1 Option A Date Submilte0 09/18/2016 t Date Validated 09/21/2016 Date Pending FEC Al ioval DMe Approved 09/25/2016 Gumma of PmduM Model,Number or Mme Decriptlan 13541.1 Design Pro/Smoot Pro Single(X)Ogaden RDerglasa Doo,3--0-x 6'-8"and 3'-0"x 8'-0",Inswing and Outawing unfits of use DetlflraDOa ARarry QNwINAk. A;,prwetl for use M HVHZ:Na R 1 10 1906 01 odf Apprgell few use oetsMe HVIIZ:Yes FL1359 Rll C CAC 1011906- ods Impart ReMlRam:No QuaDq Aearanw Camraa mtpkaWn Dale Danipn Pmawm:+50/-50 03/30/2018 Miner: InstalYtlon IMeudloro a .j AD 0133 A55 U1 U--j,§= Vented B/:Nenmf F.Norm 7V78 Created by Independent Thlra Party:Ya Evaluation Reppb P PER2014-Oe. 6 f Created M IndePa0at mea Party:Ya 13541.2 Design P,o/SmpMe Ra Single(X)tiaetl REarglea D ,3-0'x 6'-8"a0 7-0'x 8'-0" Imwirng wal(Xrtaadng Limits of use OrWnallan Agency DertRba6e ApprwM for use M NVIQ:No FI 11W P11_C fAC Nt011921 M-.R4 rvN Approved Not use orraiEe HV :Ya R1354I RIl C G r 141011921-ItS,dof ImWM Reslaam:No QWIRV AaaMafa CanbaG EPM peke Design Pr sauce:+50/-50 03f30/2038 Otter: Ineallatbn 3alaDrnrDenu r11s5 Vedfad By:HarnlBa F.Niemand,P.E.7W76 Greeted by Independent Thlm Party:Ya Mlraflorn lynch sills- .11 QYM by IndapenaeK Third vany:Y. - 13541.3 Deign Pro/Smood,Pro DouNe(XX)Opeque ROarglaa Doe,G'-O-x 6'-8-and 6'-0 x 8'-0',InsNnq and OWwing Limns of use CatRloNon Agan,,CeraRufe Approves for use in HVHZ:No FL13541 R31 C CAC N1011902.01-R4.0dr Approved for use outside HVHZ:Yes R 135,tlRII C C N1011907A4,ofif Impact Raisam:No QRAllly Ae .CeaaarA Ogkallal Dae Design Preaum:+M/-50 03/ "Is Mtn: InolYtlan InnlNaalem 9- Veined By:Hmwes F.NMam Party:Y Grained by I onamal llad varta lvYra3tbn ' a, n <ary .Pe mf Cnaaa by IrnaapeMent ThIN Party: Yu 13541.4 Design Pro/Smooth Pro Douse(l0()Mesa ROergla s Door,6'-O'x 6'-8•and 8-W,Insydng and DuteMng Limits m Du GeWbtlee AReKy fLeWIFNe Approved for use in HVHZ:No FL1354I All C CAC NI 11008 0 - 5 od Approved for use outsi le HVHZ:Yes 1113541 RIl C CAL N1011908-R5oaf Impact Resistant.No Quality AaeMrnm Ouabaa EgkYbn Dake Design Pressure:+SO/-50 03/30/2M8 Otter: DemallaNkrn IaaDaWpna 1113541 81111 .4010834.4552014-D9_?6 pdf VHHbd 8y:IMas F.Noiam 73 8 (rNa ad b/Indepmdant ThlN Pony:Ya LYalValbn Millennia F1 1 2745 SS 2014-09-26 or_ Gea*d by lndapmMat Third Party:Ya 13541.5 Dagn vm/SrnoMt Pro Angle ova e de IIM(s)(XO/O,)/O,X,O)OWdue Rberglaa Ooar,TW x 6'-8-and 91-0-x 8'-Q',hang and DilunAng Omits of use CerHflwtlon Apaocy OurlYluke Appraued for use in HVHZ:No R13541 RIl C 9 C N10119ID OLRS odf ApprwM for um outside HVHZ:Yes FL1354, Rll N101190- f Impa"R.A.M.:No QYIRp Awnsarno CpRIaR RrgYMbn Dake Design Pressure:N/A 03/30/3018 Other: fma8etbnlMaullbna V 18,tDRRI.F.NgrerR)3118 ueatad by InDtpm YDDO Party:Yin BPal.tlon aapgM 0.te0 by lnlftpR T810 WHY:Y. f 13541.6 Datbn Pro/s.4rDHN Pfo S non wxb HOB IM(a)()p/O,X/OAO)GIaaW iMugDl. o",9'-0'x V-8-&W 9'-0'x8'-0",I. NaM OetwAN Limift M Ute tMIROtMR ADaa4V Owwl ApprwM nor use in HV HZ:No P 13u1 R11 G_ N101192301�R5 Wf ApprwW nor use wt ide HVHZ:Yes 3541 R 1 C G NI01 92g"iW Irn,t Resistatrt:No Q'"w A.anab OonbaR Mobnmian Dab Design Pressure:N/A 03/30/2018 OtAer: 31 Fli6n1 11a 1 nnR31 Il 11 1 Nma 135416 odf VerMW 8y:Herm.F.Noreen 13118 CreatW by In6pRlgpt TIDO tarty:Y. EvalwHpn Rap.b p AF o - CreneO by IndpM t ThIn1";Y. 13811.1 D.Ign Pro/SnootH Pm D.M.w Wi,ate(s)OKO/O,X(/O.XX,O)ow. Hberglaa D.r,12'41'x 6'4"eM 12'-0'x 8'-0',Inawing a.Ou ng uWft a llw C.ODbtbn AgM"t.Lllob Apppstl M uae M WM:No - '-'541 R11 C CAC N1o11911 01-RS Ddf ApprwM for u.oatVOe HVHZ:Yes - I N1011911-RS.Wf MpP RMHAnnt:No Quality Assurance ContrM llbq rt Dab lb sgn Preawre:N/A 03/30/2018 OIMr: Inefallation InslructiMt to Ie ;N c7 -09-26 Mf V bled by: Hermes a nind 13A8 Create0 a Independent ThIN tarty:Y. ILU541 n Reports R3353LR�l.: 't M6= rty:Y9.2fi.Wf GaatW DY Independent ThIW Wrq:Y. 13541.8 Design Pro/Smooth Pro Double wM We Ilte(s)(a,O/O,XI(/O,)MO)fMab0 FlheMla.Dooq 12'-0'x V-8"aW 12'-0'x V-0}I.wing aM Outnnin Limits N U. �A DtrWly 0 - 5 df Approved nor Aae M HVNZ:No °f Appfwed nor Um MlbWe HVHZ:Yes R13V1 RII CCn[- NI01 9 2- 5 ^f impart R.Istant:W Q"ft A.Ir Wup Wt NXPI Mn Da. laew9n Pre M:NAN 03/30/2018 Other: I.Mllatl.t In.rumom F111541 RII It 38 55 2014-09-26 ndf VarMa0 8Y:HtmRs F.Noreen,P.&73118 C W by IMepeMe Th WrtY:Y. l.II.D.I RepR 813561.. 12 I AE Req;7 9 55 2019-09 j¢ydf Cr.eW by Ingapen,! R TIIr0 tarty:Yes [nf mla d Flow n n avao.rdm.r...--„^„��'�P�,• g1m o: ilb.sbmrc::FW WYeO�D enw ObaN l,naroY e]yasa ra Wm[�m.n�MnM wuFywre-mNlaL,eS relmwG in resW,ceNe Wtlic-.�N,n0�a.Lia rce w.lYu4mk nslbtler/IxY.iWM,mrut llw WF bPlo� WN�nva-wl^u0.11ry bw ary Wm[aa.GM,m'!x<BSO N]1395.'Rnaaeb.95a.]]$ D).gyHs y,ny.eRapy hula ".2 Ilm®IImrE vc4lMps 455,F.S,mW ponds Ifn 1!P'Ne<n[D memil ebr pNw Iaw a'a]Iw aa1Y pwNrOmq b,®I M1rdfioal mnm[nutim MnrlMlMsys.Wv.erw w[+II,Wru ae p4e mvJ It yw G:Mv�Me,p[Y/r Yaa1 NMs, tlr Panersw hma,i.n.rznnmwl.emffiwlvn m.bm.l.eKKetl.rou.wait iaauma.aym,.re,r®®.merrnas+ss,r.s,PDa• geWn lrrrml Mugrc FM vi Iv l,.nll Safe I }fp L9W:.Inn.Ne 3 s(„' `'P�.�__a3�t>'O•, € €$ .� e oueeornr,xnXWX N3M.f[73f : a d $ ' •• • �2''' ¢ �� t � S33ONlVH3N3O0NV'S3Unss3Nd ”{ aI� W � q m,3 i NOIS30'SNOIIVA3l3lMIdA1 a@ w H! .��y�ry. . ..•` 5 I b lig 1JvdW 3 3 #PR E a E 3ln nn3 oueWiooWSWwYoaa Nas3a :9uu � $ $ 3y � "fYat,WWW°'•`'' � 3 07 fY31 IN MWJ0fMIN00X YM 2 � 3 4 X011VMl YXINE OLLgOl3UXIN ■■■� i � Q i g — •o B R A N s . e 1X913N 3Wtltl3 YOMVW 1M913 3WWf YOMYw < W 9[ AXLMSNI .9L/EILfi @lIMSNI Ik .p/t 1.[8:9XW1SL10XN uj .B/l L6gXIM9l� In Zm o cx a Wo �ii saig 5Ya53 � � � 5 = Q ` X36 uRi € S !E 110 _ obi a�€ egg9H 9,2291 g '. a IN 99 He— Oz � s� 3 _3a ��v � 's bio �'W� E� n P� n e .� m �. � w 1. .• - lip All 2 SyIV gg MS F�e m ai SIR CVTSW I1G:97W MW :97 IV" 9 ZL M O4 FMME MEI6M W y� L CPN 3� SEE AIICNgIT CM. CCC ,Z p G O • • Y A E I L I •� 9 .. a s EL \ ! g o W .. SEE RIIdOR TR Y z R L12 Q \EEIE MEMIIi„' i i TOLE. MF NPFOIS MMOFOLLUIE _. s i., F`+ ✓ Epyy♦ �. : @I� § NON-IMPAR R FR die G ANCHOR LAYOUTS AND NOTES 0 E } . :0 r�� e s E[.mvEK '"•rnu°"co:v�°i:w °� � T ani 3.. E �^ O ........J^•'9i C E J... d:IwMi-9uv ' $ �L0, � | |F ) , ■ . 2 \ ) ) J.. ° a ! ( | . | ; ! $ � _ = m , . __2 - r _,_m me , @, ___ _ _ . $) ! , ( ; � ...... | o 9 ` § \ \ f \ ( k \ / ( } ki\ AM L} , � § ..... ° % ! © ©—: © 4 ! - ` � £ k Ep \ S ` � a _�__, . z K © § q_; | \ 9 § )�` ; ■ ( � , ��/{% Q . �, , ,� ,y \ 14 .: • q | � § | IM � § !" ` ~& T ^ ' \ E (§ f m � | ! , « i ) !§; I | | § 9 | Q z � § _ — § ' k . . e� %J �§� .�\ 9 \ / ` ` _ � § § ! , ) z , ]ƒ P s Ism ! � . )( ;_ | gig , , [ ® { § / § ) | ■, § , . n | kii zf\ � , r | m _ . " - ®SLS z , | i \ w § � e � w • � ¥ . W , , ; £ � | �� A , �, �� • R . Q . . ƒ % � ;,g % zz + | § � � � _ § ■ I |;. § * \ . , .! | ; || ■ . § $ ° . || w - __ a _� @ $ . | ¥ _,___ & § ®■! |�! ® ` - ® pz z • P , .. �� , . e � � . Ott MIN,EEEE & m MI § | t§ 22 (00 IN IN WE | k | || |! ■ q § $ ~ � © � � o $10 . ^ ° _ ® r § ;/ A$ |§ , - ____a » F mm �m �� , . -JLa r o \ mgg= � \ 3 O R � 0 � P N i D O X P L o I Ln. �O Psx'P'v� c � xmµ'r Rtal y d a • ¢ • 0 P�. O r 0 e L A a 0 gym" 3 �3 $ PPPIPPPLNFFFF 'E N OFAGNP01O15M THPW FULL LN£ NM IMPAR E c 2 .. 0,p.. F SEE e6 ; COMPONENTS AND BILL OF MATERIALS Rx�ep y J poa p ��A 3 �tG':9 " O � aLfETM trartrm. {i��s� o D 3 q G'.,LJ�: ?Dni � �� R 9 uwE uu.uPPwP JEwEr? FM lWs.Em € E' wos paep:p]o::7 .rowwrae Paraaa ms's a'ssr+mao Yqn aaeaq e u m.N.oPrp ei..wd.w w.rvlre..e m.w 4�ww soo.w�.vaa.aoyPro as wnar rwP 'e4V MalaiWaalW W�m{NP��waW uaae(P Mwr�e�v�l-�aArylWM wnWalaum Ml4P4 Pa�F MUPpaatl MPua aaLwvaa[aNll�aa{a Muauq�Pvua YaaW Wor Tw�'s'i'SssnpgJ+Pnp�FwscN Y[oS'[�San Mwya'nawsi[w'([l GR'a5Y LLYP5 Aa�vN�'aY['(Ya'aSl P4mavlY"NAll�ia.luwl ml n I^4P9q<�.wr K�11P�PPlm YauO'YAPa MP W IRu �luiwppual�p yaufpi¢aaalwtlaaleaaA�upa[u YNPvpwa�cn aavaummlM��MP�1vsPaw Pauw'.n apKL4W1 ' Ipp :: ::) :: e - 'vo{lue pp/Jlusugi PaPfaW iZiTZKM9'�A 1 ::WIp1H5 4.e®eaY WmuuodaW P�Fa>Y V M pMP�W patiaeuN InW�aew[9Tbr•I LN]h pManN� wlpuYxsy Yooa aopWN3 6 o1 ioK[da:Aaoa V vooa�opWa9:AadEe00 6opWn0 pue BUNasut'.P.9 z.0-.6"I ,9-.9 s.016-ls:a swl6:apW pamp(0'J!'O M'0/0'X)(smell am NNM a1aM ab wpdypndl �isiH .l wa 9.aw a+d wdowyad u6paq:p:#N aYgiisul N[a 1--n-N 9'tsS NCW gf TT9 peroiddy p uope)d)efDy IeuopeN N9Mdl3[ uoSNan T^�`Tr MSlf9 9 leti IAFSdETnLeP BdICl /iS a`aM -wIN<Y YNse99 TN YwlO -ny anszay u61wa Try )ugslwn Padwt Ttl ZMH W,! -em+ol paft TN ZMH u!am Yy panatldy •1Y uapol aPnpwd iTd eweN l9:apwwa'IepoW pnp iltl waldz pm.a,Al g anueans Aal .0 IN A[ qa..a 4Wnp Tly pop[aW souelldwo0 Ttl s[pei5..=Ilddy Tly Hoch epn5 lltl A:o6we Try )wnDUnueW wn lid WAI uopealpdy 9'199fT apa0 w�•�•ri•a NaalHa 4a:Y98 appIRN9sCtlr»N9oYd w x �,�n a ays soe uo;�x •�nne .aaieca, mw,.�s[wwa omiw �mn�me�n .n a� awl -. - o =u six .11 , Olt y..Ado i p04iaN P.W wlenpddy yinpp A0P YJV.o spepugs pnPwd p»usleA!n63 b6fii ZOZ Stll ZOaZ oEE3 WLSV noz ENZ3 WLStl ZO Y Ttl 366x WJWPUNH (pepug5 4.) .x pue pepups MUWWeN winsui lu9we6zuew 5 uolmiY ,Lw leuoaeN As mePlleA a mmi luawa6...N v uopelipajpw leuoPeN bua6yuoaepUlvu 6.mn yieN mmupaJ pogp,au.,d..D sallQwasstl loon AauaP9 6ul6ulm5 A�o6a1eW n9 W000+puayy A�afiaieJ New3huo4d/ssaippy -,mu..M.N B]uelnshll ATlenp woovam-pl9T®qua6e9ow.wmoisno 9m-SES(W9) L69L6 No'sllej 43eweq 'PAM yodayel CELE I1ew3hu04d/ --IPW eJwe5+..=no M4-I.WU N3M-ala[ anpeWasutlaN 1.lu41a1 wmvam-PIaTOTry uIIV6ne w-posy -1 WU616 P-Po41nb wmvam- 9fses( g) 109G1.1leA Wweq PAM Yodeyel LELE I1ew3huoVd/ssa+PDV NWl IpnllefnueN pnPpd PanlVptl quawwoJ 'Aiessaau 11 uolsslwwoJ aW A./Pu.pod aql A0 Pay4e+pue pamajA a4 I.,Mao A4 sIeA.ddV,Maa Aq P Aptldy. Pa-pddy snl uoPmllddy *W U.,.m-POJ uvv., WAl uoizmiiddv Tin-i45ET11 i ld Pp W I•an+ddvappppw ad -�� el" . S. Is a : Pe 1 ,.. � ( ,� "-'u �,�� .uq»lui�ux uopgleYux uwM1 810VOE/E0 V/N:Wmw,a u6pa0 Wa ugig+ldt9 Ag,111M...so,AMlwO -N:WgTgl—UP -1 _ _ _ j saA:2xl1N apnYp uen m/pa vMJa 1 ISn-„' J ld oN:2NAN ul wn,ol p algPNx+•7 Aaladll ugioyp,a0 -no w mwl- ll 6uIM OPug WIMW1 L0-.9 x,0-.6 Pue.H-.9 x..0-.6'1-0 veldwgld anbed0(0'X'0/X'O/070(s)wl aPls wlu'16.15 ay Vlooug/ad u61wo S-Tb CT .,:A,,WIUL ium.dWul Aq G 1 g4adaM uoxanlgxg WA:Aced WIUL"PuadW.1 Aq pale., HLCEL...N'A so. :AH"UNeA ggglPMYip,I Y Mimul HTOZ/OE/EO 09-/05+:Wng6a,a u6!6w W.0 ug,g,ld'p pg, a ..soM AMI.na oN:WgZgIaM IPgdW] d-00 MIK d sm:D o,pIW„o an,w pgwadde lP 'Sn- 0 J ITH rR= -N: I M ul asn 1%pg.,ddv we,l kgg"W ugnvgmPgO ugn w gglwll Bu:0 pug 6ulAlsul'.0-.8 -..0-.9Pue..9-9x,.0-9' . 10g0 ssgIwgwd P.ge0 % ap0 d Yaod b'LKET WA:AVgd WIUL Impuedepul Aq PNge, WA:AV.d WIYL gwwedgpul Aq WI.WJ HLLEL WWON'd m W:As women guopglsepul gg Mgllg♦rul : ww HTOZ/OE/EO 05-/OS+:Wnega,a usl ".0 ugpa9dg l,gM a .vamrtl AMI..b oN:WelalgaL iledwI II Id so,:DM.p ...n paxaddV 9 - [06 b."T j -N:mm ul asn»d paw,dda - awauN Awa6M gpgaJNlYg'J -nNm-n 6uju o pug 6u!asul'..0-.H x ..0-.9 Pug.H-.9x.0-.9',ppo ssglBlwld enbgd0(lIX)apno0 Wd W.-SIWd U6IW0 E'TKET MA:Augd WNL IWPugdgpul Ag Palen, ,w— u--..ucaW.d"uo,mlW saA:/cued p IUL]u.puadepul Aq polg HLLEL'9'd'ow,ON'd ggutuM:AS RWBA sugwn,wul ugWilmuI :+ww HTOZ/OE/EO OS-/OS+:Wms du6pad gwM uopg46lp gPgAl10'J awwnsgy AMlena ON:wgw!saM i WWI 1 0tl J Tin TKmlj- soA:g "WM.asn,w pgx.ddv fW'lu-W Ilb I WIN JVJ J I I u 141 l oN:MM ul sign,W pa.,dd0 a)lpMlu%AllladM uc,jo,l ..n Io gu.!l 5.W .O pug 8ulusut'.0-.e X.0-.E Pug,.H-.9x,A-.E lima wel6g,uA MOW.16u5 OJd woow5/Wd u6ua0 Z'TKET .A:Aced WIUL iugpuodapul Aq psq . s.A:AVed WIUL Iwpuodgput Aq pale., HLLEL---N'A—W :AS P.µ,aA .Wl , ugla gllwul :,aYIO HTOZ/OE/£0 OS-/OS+:a,nsca,d u6!sag W.M ugNagdgA ,p ..uumpM AMlena ox:WgslsaM 1Pgdw1 n b sa,:mm aPp wn,w paro,Jda ip.'bn-IO 6 6 3 oN:2 mul asn,p/w.ddv aiaMlla,ap AwgOw ggwMMMaO agn w"U'll 6u!upna Pug Bu!usul'..0-.H x.0-.E Pug.H-.9 x.0-.E',000 sselBwgN enbed0(X)a16uIS ad 4Wu-S/Wd u6lg.a T-TOGET upIMINPwO --N,o,wwnN'IgpoM #w .. g npwdw, gw,un9 . . 9TOZ/SZ/60 P.AWddy alga ` IegaddV JHd 6ulpugd wo 91OZ/IZ/60 WI.PIleA alga R 9TOZ/9T/60 pginwq^ aie0 1 e/I$ p1e0 UP310 �„mvle.e,aar Pnwe ' Vlp ueel"s"i'Sse/,nnOMxieenael e w noM1 V a!wwao o,'�!P!d e!pw anel!enerysw al un wMn mqW Ilene ue 41w YaW1�t apvpyatl vieN 'sqa rysxG a AiM]!sq!plxya tp mM1 JI p+ow�!R.a aeamtge I!euexnawXl"amc'rll ayl Vux wnquwum lenyp W P�y Aau Pq!n�d ilR,a aIL'anaeW b!PH�Ro Im,aue yyx Ya�V WJ Wl W!aP Row's]"sse aPWJ�N!n Weep��all Yloz"S�mV�!W W'�V!R6 TV93'!U 5(Z'SSO KGo"W Y,acutl.56E['L%'059 Po�m�nao!®.NA!a anW x�Ae'I!ew le^T'.LpwlMnaµEyniLa eyiPVl.m'pecWl'Ayya%W%I!w alvaRAPNIvi Wap'laMe��rn plaey m.ryel!QwaamA Waw Pu ty mA ll'SP�1rp.tl ve a.�lwel!u,a'x%vpVyi xpun pvu,T$plhf9'.: :: �:: i,.� 'rbPwa OHMO ue s!eVwliPaAA WI 6ZflZBFOSP'IeRd :'ufE�� .A:Aged W IU I.Puadapul Aq paleaq 1P -60-bi Z SS 60Ln3d aV fTV-T�� .A:Aced WI4l lwpuedapul Aq p"ea,0 9LLEL'3'd'WWON'A sau :Ae 0411DA IPC 9Z-60-VZL 5S WEN LOV 11 TTU-Tf= suon Jwul uNmlulaul :,0440 9TOZ/OE/EO VIN:W, duBpa6 "e6 OW.Idq>fDa ..NmlE Aylena ON:W"slAy yOedw] JPO St-ZT6110IN J iib TK -A:ZXAX WM—NOINp —Ady ON:ZHAH ul wn I%pam,ddy nrwpq Agla6y ugl4oyp,a0 un JO aiw!g Bulua'!n0 pue 6ulmul'..0-.9 x.0-ST p...9-.9 x,0-.ZT',000 sel&eq!d PaxeO(07IX'0 AO('O 10'X%)(s)B111 ep!s Wllx algn00 O41 woows/Wd u6!sa0 9'TbsEi -A:/Wed WI41 W Puadapul Aq Pal<a,0 4N W-60-�TOZ SS 9 ZZb d 3tl SY 6 3 ",Qday uglanla -A:AUed PAVE luapuadapul Aq peW W0 9LLEL WMN'A Sa DH:Aa Pa4PaA algp xaW4D11"a41 :,a440 9TOZ/OE/E0 WN:0,nss0,d u6na0 "eU ug4e,Id,O pa,p"0 wa"nary AHlana oN:Wu Is yW0 wl 1 b TVSEIlA saA:ZHAH DpM4.aan IN pam,dd, JP'5b-TC IT6TTOIN J LIN Ib9Eild ON:ZXAH ui an,%pam,ddy Nm,,H Am ft ug4e .a zn Nuyw,l 6upnapn0 Cue 6ulaTsul'.O-.9 x.0-.ZT pu<.9-.9 x,.0-.ZT',000 wel6,agX anbed0(070(10=10101X%)(s)e91 apls 4lux eIgnoG ad VWows/md u614a0 L'TKET -A:ALed WAIL W<Puedepul Aq paleal0 4VO9,60-�WcSbZ�LC8Ad AV RV MCM ",Qday uglanlan3 SaA:AI,<d WI411u8pudda0ul Aq MWWJ 9LLEL W WON'A sauueH:A9 RWBA DO 9 09E t 11 L N T6F[T13 eugAn"euI uaigl"sul :,DlnO 9TOZ/OE/EO V/N:a,naeD,d u6pa0 wn V ,Fb, L I, Dau"n" AynwO ON:Ia""Wy 4adwl J IN ibSEilj saA 2111%apl"m wn,W pam,ddy IN J Lib-SbSE[Yi ON:Um ul aen IN pam,ddv alag6l"0 A .By pdxa mv.o a<n M"Iml1 6u!msgn0 pue 6ullnu,l'..0-.9 x.0-.6 pue..9-.9 x,.0-.6',00O ss<PB w P lO(0'X'0/X'O/O'X)Mew aP,s 4"..,Bu's Old gloow5/wd u61sa0 aaA:Aged WI414wpuadapul Aq p —o q,Oday uOUen a saA LLEL OJWOluapuada Aq P"ea,0 9LLEL Wa,oN'd sauugl:A9 PaypaA 01111 r6n '-po,wl"'urv. ' :a [mx�wiKli ' .. r' S e6eg d��P�,„♦L3+�,�! a �� o -� 1M([foYrnfxfmn. �l��IIl 6 Y l q �y P � B �g 3.(�, 33$1 (� S310N1VU3N3O0NV'S3tl0553ad �f „ay'•; �? E _ ry AZO g 1 NDIS30'SNOIIVA313 lYJIdAl a 333 a 'j$p (isr y4g i(9 O Q m( llYdWl-NON 5 ' g j f§` 3uL nneoaextoowS/oaeNnva :3uu 3p 3 9-3l fnllWfl..gp,, gg 3 bgg� � gg it ,". �.• ” evn vooa vv R R R R 7 H R R R R HpltlAl3�XIN y� y y y y y yy 'DOM 3WWf YO XWSXI � \ e m •a M : : M M R H 4 NdlYMl39NINf � � \ / �I \ •�(B a�� @ y L y y yy y F� \ W . oma:= g i��y EAA3� 3� nyAA � 's � 3 \ fxa3xnwvj� v 4 r § i v e w v> / I \ _ .9V5[[B:INIWN1 9XIMSXI YYYY :5 .yLLBaXLNBLIO s Zii, ,X91W MYtl,.N%VW E E 9I/S[tt MILNSHI 55 p o > o X y y go 9€a Egg 4 :"s r,�i 19 Zen M. 2 F�g CSCR `o q• €acag g � rJ 4 S ;. 16c a c 3 y 7 cc 2 90 X, ° "( Z = N_i deo w,e Mat e `=_�"^ 3 Um ' J Z Q' NE cR§ psi � 3 aga a �H i MH w 5g�g "s a =§ E F Z. is o e@zz�? v3 gc� E aw- 9 di -fig Ke € [69ox�in[i�iu-wma h3h4Q'I3l : a 3 Yj°/!� JSP'?0 �3'.k'�� 9 est ¢ � 9 'vnv 39oa3maa � eyE � 0 i:. ,y�i[n i�v9 ,55 9 L ey SNOLLtlA3131tl71dA1 °{�E :`ay'. . 'pe § o .— Q g m E dLl nneoaeiuL3owYoad Nsis3a nuL � 9Y:� oiumm`O'", E 3 �� b N 01) Li E 1HJI3X 3W VIN tlOMVW „9[/6[U�OHVA9W .&h Lfi�9NIMt1l10 3Oi1tlWOtl3J iV91tlOW tl3tl VJOl 39NIX OLLYJ0�39XIH Y—� ip 6 ! E! � 1X913X3WVtli'YO%VW RI .9 a/[L6�IG:619NIMMl G . 9NVLSLXO iXY13X 3VNtli'V'O%VW .9L/SL[6�9NIMSNI y/[Lfi�9XIMSIXD e � was n`os�:�.lwX43ntl N3MEI"I3l t m � [ a••� i � :� M Qat ro gill,� 5310N(INV Sif10Atl1NONJNtl ItlJIdAl + a mi ll dwl-NON 3;j ,'•� Hf *pp • i a b� Z 3xlllndmdwn wWMdx•AY3n iuu tl § 9€ null � 'eu.9 ri vanxva3s 'eu, t GL.9 Ytl1bOXJXV 3E 'e11. �� 9 ' 1NM3N3Ww3 YOlryw O�y� .9l/S[L6 iXIM1N F 35lYSj[ fj .VI G6�9NIMSIIq o 'N1.9 BY1tlON]M/335 'Ml. F�� 0 9 < is An wi9waxr3ls S 91 1X9aN3wwf Yoww .9[/5[[fi AXIMAII [y p � F w1bObNV 33S a a "' u19nN iwwf roww S� . g 9!/SI L69XLM9NI p .9/[L6�9MIMf1110 2 L t!¢a 8 5 ' gill i = o H pwa: 3 YY � dip gff w p5p a�gu � �3 �i i 5 3 �� 5g F gg F"S S �i� oo IW h�� 33 p z a 3cg s v $ RR IpIpYY xx a'�5 $ y Ryoii;$ S 'd ss Y % oCgg� $w' 5 0I 8� . g � ""�"I" �/_—�_, m _�e ceft . _7inj oud__ ( #( l oil g1 . �|| . \ - ; , ! \ §| $ 2 | /__� \\! ( Lr)G b /\/ — ! | � | | } , � | „ \ } �� ■| , d.� ---- \ � ! � � K ---- - ° ) ! -- - / ) § � �� • , ±� b 60jai ,fig\ , 2 , � ` ~ �t z , __ � — - R '» . | � « : go § / § § § ■� \ � § & � d . _ | ® | \ | vi / � § \/ co§ ( � 2 K § 2 r i 4 .s.c [n�xe g �� ````0P�•^�'" 3Ni0' `e _� 40 Jill a'3( i oanvuwam�,xrn 6 as 4 €gNy 3[ i•; ° ,a.aN 5 Y i3 8 y 3 Sp•j Y1 vr:. H Z 0�3£?� 53I19W3S5H ltl1H021NOH ]5] 3 m A lltldWl-NON 3Ll Md0lld N100WStlOtld N�I530 :3vu � 9E;3 �,,,,,�i�i�..."",, g �� X � M Cgg u J6 � g OJ a J F? J � f A J 2 og O W = 5 ' g Mo Me 3;q£ Y� _ p 5; 450 `eQB m / SSI 9 dg" �zw mfg= wod g 9 3 \ > BY m Y Eg�� 4T Z 15 _ € co 3� g m x ,gmx • � i � Y � IL J y33F :fie �qS uo Z cc J ; �a - @ 00 oilm_m e, m% rL- co zc % 2N ■. . , | k � 0 § \ �| d k § � -- - Y ® ( � ( § !IL | ƒ d | % K d ) � !|M _ ~ o / -- -- -- � � 6 ` g\ ;., w =° � . f | .�j , /� __ �e | / ! i = !|; ( 'L( , gig . \ $ � ` ] • § /. | \ ( � � \ ` � K ■ ' \ \ UN coo ^ \ / \ y § # . § 1 1111//1j1 � F1Fg `,tttt.k H o z2 wusnormex.wml 1W'7MQT3f : d 4 � 5� `` o C'd 'a la.wexneele ;fi O.' L: .a-I :N m PIN p LL , glad slvla3lvwia T➢9aNVS1N3NOdfiVOJ f 'mF 1 dWIWON 9 3 e§ 3 777Nd OWNIOOWS/MdN9 a 93 1- 11/111111..... 2 x b Ap_tlg W �' x O� m p o O p c n x O ® °• O c i o o � 0 2 I s o e Q ry q d Lae�Ael.rt'u� l0 � f� . LGal.m e e v e o e O a m o e O O m p 0 O w p o i „xt Fg € _ x 5 — 3 3 p? 5 I J: F r �91bre Win Ia�WWW-i NYTV� Su1m15rthnY 4a6aF2a NtliuWr¢ RC SIM [QS Ska Wp Lnb SVT d ;,b"pr ®Psrap u�bA�prwal - Search Cres 1. > - Refine Search Code Version 2014 FL# 5414.5 Application Type ALL Product Manufacturer ALL Category ALL SubLategory, ALL Application Status ALL Compliance Hell ALL Quality Assurance Entry ALL Quality Assurance Entity Cantmct Elpired ALL Product Madel,Number or Name ALL Product D.$W ptian ALL Approved Por use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other /LLL Search Radial- Mpslbna FLY TV" Manufacturer Vafdatead 8v State FL5414- Revision Simonton Windows Amerlran Architectural Approved RU FLY:FL5414.5 Manufacturers Association him Model:43-17 (214)878-1842 Desdptian:ProRrish Contractor,ProMnIM3 Masmr, Grand Estates New Con#mttion Vinyl Single Hung Category:Windows Subcategory:Single Hung FL5414- Revielon Simonton Windows American ArchReaural Validated $1z FLY:FL5414.5 Manufacturers Asso iabon Madel:43-17 (214)878-1842 DesrlpNm:PmRnish COMraRor,ProRnish Master, Grand Estates Contractor Vinyl Single Hung Category:Windows Subcategory:Single Hung 'OQmutl ayiJ�R.<{pvaakW LBM NNI te,mlextl a d,mfvl nyow..w.. nreavy. cased us::2Iol sur a.Ta.R 31393 pule'..,ol-IU M Shed r,.,.is an NyHo gnpl,-C•^'^^- - ::M—sur,.. u Jry Mea k,meilem,muars wN—m.If YwNMlw ,oureaVl anw VrdVetl in meIMN[-�Ne PVt.m,al svgtlsbcnly' I m MleaRlly.InrtuemtMtM oRm Ey p�exa b/tMRlaml meA.if yeu Nre ary mstiorm,plV¢mnlM a50.08].1395.'Punwm b SVim a55 3I5 (1j,Fb,lm'LWbs,Me[tiw QVEs I,10114®rm NV W wua Lleptr 055,F.S.mut parm tle 0.jatmn[xiN enenwl Wiz nMa/M1ewma.Tv pxaemmJxi m+Y d��fu dReel mnnurnratim with IMIImrs.IMvewemel M]w•aem I>i9rt'r®,tl.ltyw m rM xisli m vFgY a q,sorltl aNws pmwmw peplenex rmn an eman aades wrwn m�a mai.wil.ue mu.wu�c.m auwmlre n v9u ale a emrsulmcny,sass,s.s.,per einllo- RMW 1PerwalAwMro Crean Cafd Safe ll!!Rl11�11l1111l. ataarsrdrr . . ... ss & Professional Pe t1 `�►�`/tl BCLS Herne 'aln uerwpazam h"" wemn sww� wcafam nesmrwm rx wa eassL.wP uwa s..er d N apr wasse tt Approval _ uee: ct Am.. „�..,..n.._......e.,,,a o..a.....,ew..,n.,,C....n a e.,.n.,..,i...a NM4YM pW sees fL M 1154141116 AWIlosUon Type Reylslon Code Version 2014 Application Status Approved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. comments A Iyed Product Manufacturer Simonton Windows Address/Pbon,(Email 1 Cochrane Ave Pennsto.,WV 26415 (614)532-35% Iuanne.hardafAeimonten.com Authorized Signature Luanne Hands Iuanne.haMa®slmonton.com Terlsnical Representative Luanne Harris Address/Phone/Email 3946 Townsfair Way Suite 200 Columbus,OH 43219 (614)532-3596 luanne.bams®simooton.com Quality Assurance Representative AAMA Address/Mone/Email 1627 Walden Office Square Suite 550 Sthaumburg,IL 60173 (047)303-5664 webmaster®aamanet.org Category W ndows Subcategory Single Hung Compliance Method CertRicatlon Mark or Listing Certification Agenry Amenran Architectural Manufacturers Association Validated By American Architectural Manufacturers A iation Referenced Standard and Year(of Standard) � Ed YY[ WlA/WDMA/CSP 301/1.52/M4o 2005 AAMA/WDMA/(5A 101/1.52/A440 2008 Equivalence of Product Standards Certified By Ronda Joerea d Professional EMineer or Aronitect FL 14 R16 Sour, 5"mEx-PVC-Eau valency odl Product Approval Method Meduel1 Option base Submitted 11/23/2016 Date Validated 12/02/2016 Date Pending FM Approval Date Approved 12/04/2016 Date Rwimd 01/09/2017 Summa aPreluW yLX Nodst,Nurrrber w Name D.nptiion 5414.1 41-18 ProFlnisM1 Brickmduld 300Vinyl 5ingle Hung Limits of Use Cert.h.lion Agengr Certificate, AeprweA for um In HVHZ:No ;6x63 R45 fext 1 00 Approved for use coWde Ist/IQ:Yes 36N76 RSO fen 1 otlf Impact ReYsbM:No £H 44x63 R35(CX[) cd Design Prosi N/A 4 R - 8 SH 44x63 7295 odf Other:48x80(+/-25 PSF),53x71(+/-W PSF),44x63(+/- '.4 R16 C CAC 41-18 SH 48x72 7240 oDf 35 PSF),48x72(+/-40 PSF),%43(+/-45 KF),"x63(+/- '.$A R16 C CAC 41-18 SH 48x80 R25 fex[1 odf 45 PSF),36x76(+/-W PSF) fU414 R16 C CAC 41-18 SH 53x21 R30(ext.).otlf Quality Anemometer ConNatt Expiration Date 09/26/2020 Installation Instructions EL5414 R16 n IN0228 41-18 SH 2X odf Fl 5414 11I6 11 IN0285-R2.00f VerMW By:American ArNi[xWml Manufacturers Association Creatsd by Independent Third Party: Evaluation Reports FL5414 R15 AE EvalReoort-IN0285-722 oM Created by Independent Third Party:Yes 5414.2 41-16 ProFlnlsb Bflekmould 300 Vinyl Twin Single Hung Limits M U. O Nilcvtpn pgemY CerU I e Approved Mr use in HVHZ:No FL5414 R16 C CAC 41-18 SH Twin 7304 R PGM.Mf Apprwed for use outside WHIZ:Yes buy ImPatt Resistam:No - DeLgnPresWre:N/A F5414 RS6 C 41-1d SH Twn`6x80^75odf Ober:96,130(+/-25 PSF),89x63(+/-W PSF),73x74(+/- Quality Assumrrm Cgnbact Expiration Dam 45 PSF),73x74(+/-W PSF) 09/27/2020 Installation Iualructlons FL5414 R16 11 IN0230 41-18 SH T-Mulled Twin 2%odf Verified 8y:American ArcNlmctural Manufamrmrs Association Created by Independent Third Party: Evaluation Reports Created by Independent MAM Party: 5414.3 41-18 PrbFir sb Briconould 300 Vin/4 Triple Single(lung Limits of Use Certpoatbn Apenry CertUHam APmwed W use In HVHZ:No ELM14 R16 C Z4C 41-18 SH Triple 109x63 R35 fext.).ndf Approved for use ouWde HNIQ:Ym Impact Resistant:No Quality Assurance Donmatt Expiration gam Design Presents:N/A 03/08/2021 Omer:109x63(+/-35 PSF)or 109x72(+/45 PSF) Inmallaton Imtructiaes FL5414 R16 11 IN0232 41 8 SH LMA Trole 2X.oct Verified By:American ArcbRedural Manufacturers Assoclation Created by Independent lbird Party: Evaluation Reports Created by Independent Third Party: 5414.4 43-06/43-17 THD 6060 Vantage Pointe,ProFlnisb Builder,Pr nisb Contractor,ProFlnisM1 Master,(Rand Estates New Construc8on Vinyl Single Hung Limitsof Use Cor Ciaa Apmi Ce ft Approved for use in HVHZ:No FL5414 R36 C CAC 43-06 SH fF'n-Fn ess)36x84 Apprwed for ux auWde HVHZ:Yen R50,gd[ Impact Resistant:No 4 Daslgn Presorts:N/A PrW ndf Otimr:36x72(+/-25 PSF),48x80(+/-25 PSF),44x63(+/- 35 PSF),36x74(+/-35 PSF),SWI(+/-35 PSF),48x72(+/- FL 4 R16 40 PSF),44x63(+/45 PSF),36x84(+/-50 PSF),36x74(+/- FL5414 R16 C QkC 4 H F 4 50 PSF),32x62(+/-W PSF) FL5414 R16 C CA F X14 k16 C CAC 43-06 SH fFIN 44x63 H R35.em FL5414 R16 C 4 H FL5414 R15 C CAC 43-06 SH(Fill"x63 R P645.,df Ft 9414 R16 C CAC 43-06 SH(Flnl 48x00 LC25 Mf 0.5414 RI6 C CeC 43-06 SH(Fnles=_)36x]4 MO.Da F15414 R16 C AC 43-17 SH(Fnl,$ )48xB00. 5.,M Qmlky jummusas Contract 6glratbn Date 08/05/2017 Installation ImLremona FL5414 R16 I1 1N0160 43-M 43-17 SH 2.Of Fl 5e14 R16 Il IN0242-11343-0643-12 SH lx odf Verified Ely:Mwrlun P hltsctunl Manufacturers Assodmon CNNW by Independent TNiro Party: EvaluatNm"Port Ftc414 R16 A v R ,ort-1NO242-R3.odf Coated by Independent Wml Party:Yes 43-17 ProFlnisli C ntradm,PnFlnisb Master,Grand Estates New Constru on Mnyl Single Hung Limits a Use Cartllluebn agmrey Certlfecata llpprwed for um in NVIQ:No FL5414 R16 C CPC 43-17 SH(Fin)36x96 R PG50.nof spprmad for..pubNle HVNi:Yes FL5414 R16 C CAC 3 SH M11 4SX80 R PG25,00f Impact Resistam:No FL54 6 C CAC 43-17 5H 36x76 R50 Mf Design Presmm:N/A Ft5414 R16 C CPC 43-17 x63 135.odf Other:48x80(+/-25 PSF),44x63(+/-35 PSF),36x26(+I- Fl-M14 R16 r Ar 43.17 SH 44x96 R PG20.0f 50 PSF),36x96(+/-50 PSF),Mx96(+/-20 PSF) Qmlky aammms,C sot"ralbn Data 04/2412017 Instalktion Iuaku tion. Fl 5414 P1611 IN016243-17SH2 otlf R 5413 RIR 11 TNnl4 -oI 43-13 CM I Mf Verified By:Aunedun Prtflitectunl Manufacturers Anuxiatlon Created by Independent Third Party: Evaluation Reports Fl S4 - 02 - 3 df daatetl by Independent Third Party:Yes 5414.6 43-17 PnFlnlsR Consmstor,PnFlnisb Masons,Grand Estates New Construction Vlnyl Twln Single Hung Limits of OM CartMYHbn agstrcY CerNliram Approved fm um In HVN :NO FLu14 R16 C AC 43.17 SH Twin 73x63 R35 Mf RpprnVed For use outside WM:Y¢3 F AA34 1136 a 43.17 H Tw n]3x24 R -4 .Mf Impact Rmistant:NO Fl 5A14 RI6 C aC 43-17 SH Twin 89x63 R .Mf Design Pressure:N/A Quality ius ss.emrtract Expiration Data Olber:89x63(+/-30 PSF),73x63(+/-35 ASF),73x74(+/- (A/25/2017 45 ASF) Installati n Instruction. Verified By:Pmedun A"Mu[tuna Manufadums Amod.bOd Created by Independent Tbid Party: Lialmtion Repmb Cre ated by Independent Third Party: I� G me wte yHpde is a�ANmo mgAva'.5�o.,iorc xom-ant= ��rar sw.iiaiX.. 6tlum'%�n mall b�t6veMM.eawdWazs wH�c enmrEs llyww FedAoanzl a IIYw IFawrmy wwavw.NAaaA aTM90k�reaM raT�.ado ...435315 (t),f1uYl�t4s.M1xliw dAbs 1,1011,Ilwe'®limwl urtlerCNpa 055.F.S.mei pm1NMa Lgertment wN an amnll eMraa HtKy Me ww.Tre Pm��c:��o�.mA.`�,u';�.`�.,.iiaee�wn nt��lm moria aro�iaaem ne wmnl�.roe�.�.n,w'..Yrw�b.Naa�us.Fs,d�" m�u Pm4m srWeaaiampa: (,'i(d"Ca'd Sale lee1R1l1l�IRIIR� �Ere�� NMM. OW ._ _ / F, ) ^ � , ,• , _ - - | j \& � & // 0 - 0 ! � # ƒ ` J \ \ fill* I ! 7f | Q § ! � \ g ��` �®§ �/ ��( Fa| , \AES Rw§ HH! / I 13,A§§ } r . .JR - - w a ' ! • �B \r 1 ! ; * 2g R & 4%! ! E gn +i g | , ° / ) fR � h$ # \ \ § ® § ! \ \ \ i rmcn k.. BC191bme Win IkaR IAYYT IY[TMm SAnh Sv[nenle 9m6araR Ptlratba IBC 4YI B�SSMIepuMa spm 1�1PrBOBR AIpn rwal wIA<Lre ( 1' Sell CrMerla Cade Vbslon 2014 Ra 5414.5 Application Type ALL r raduct Manufacturer ALL Category ALL SubcatBgory ALL Application Status ALL Complt nce Metwd ALL Quality Assurance Entity ALL Quality Assurance Entity COMract Expired ALL praduct Model,Number or Name ALL haduct Dewiptigg_ ALL AppovaE for use in HVMZ ALL Approved for use outside HVHZ ALL Impact Nesiatare ALL Design pressure ALL G er ALL 8Yrtl1 DBWb- ELI J l Manufacturer Status I Va1'da[eE By FL5414- NruMlon Slmontdn Wiral. Anrrrlun AmaBeDural Approvell 815 li 9-5414.5 Manufacturers Asaodal Milan Mail 4}17 (214)87111-1642 Deecdptim:R FlndB Canhdctor,p AMS Made , Grand Estate New Cansdu don Vinyl SIMM HUN Category:Windows Subcategory:Single Hung H.5g14 Neilson Simonton Windows Aneorlan ArctlBectural Validated If1L PLN:FL5414.5 Mamlfacturas Assodatlon Medal:43-17 (214)878-1642 Deeddptlon:pruFlnMN G aotor,I nMg Master, Grand Estates Careraotor Will Single Hung Category:Windows Subcategory:Single Hung >AwCY� b[l WnxnNw�ax I nn rvm.vmnr®wy. ::Sas BW,9a8R L.TMWwa a 31399 Ro'e-9Q,111718 Ae 9ele>F4YY ken MY®anW,�r.,'.amu.anz.zN,o.r.a :: :: :: wa.Fw.Nuw..�.ams.ermk,ma nwm.d....rw..m+.mwe�eleaw In�.wow ewuki.m,a„ew�,m,wtr.m e.mse'. mrl mmkwxM.lu.e,mrtaerlwwn,wb pw.e.b eeeme,B mai.n Mxlmwry g1Onn,obme mm am.a7.139s.�w..m m s.Amn4ss.ns (tI.Nmne 3ecuF.X11 gra amEr 1.zou.uueesaem umwoyrr au,s.s.mux pmibm.ovminwM an naa amv nuw I,aaae.11�e d.we o-�xd.a"ww on.mmw.�n.m.n.m w�ir.n an�m�m.mawbm�mmpHk temRmwk�anwm�.m�m.wm.e..m+.0®. gym' Y^eweel�wrax ClWs.55,F.9..[be rrWnaaNNela.gM c0.'dil cold Safe �i !�11 QUA t lrI • lii$tq . Wit BRlb,e 1pm lYaeem4retlar Its T¢o • aL ... nK lam rKSM BOSSb My tNa Gann dbpr = � -A �Bu'u'u"' R* R5414-R16 ApMiration Type Revision Code va.ldn 2014 Application Status Approves 'Approved by DBPR.Aypmvals by DBPR ON be.vlewad and ratified by the PDC and/or Ne Commission g necessary. Comments Artllived Product Manufacturer Slmmton W.loos. Address/Phone/Ercall 1Cn ..Ave Pannsaom,Wv 26415 (614)532-3596 j' IUNne.barrisO&monton.com AutMrlmd Signature Luanne Harris Iuanne.hemisOsimonton.wan Technical Rep.Nntetive Wande Harrls Addreas/PboneR.11 3949 Tov nsfalr Way Suite 200 Columbus,OH 43219 (614)532-3596 luanne.nams"rnonton.com Qualtty Asuran.Representative HAMA r Addresa/Plrone/Emall 1827 Walden M.spas. Sum 550 S tar",IL 60173 (897)30}5664 webrrlee.r®NmeNLOrg Category Wintlows Subcategory Single Hung Compliance Metbod C tatlon Mark or Llating Certification Agenry American Archkacturel Manufacturers Assodation validated By Amedcan Architettu.l Manufacture.AsocMbod 111 Referenced Standard and year(of Standard) SbrWrC yNf AAMA/WDMCSA 101/1.52/A440 2005 AAMP/WDMNA/CSA 1c3/1.52/A440 2008 Equivalence of Product Standards Certified By Rarula LicaNaO Prgfesbnal Englnear or Artlli[eR Product ApproYal Method Method l Option Date Su6mltted 11/23/2016 Date Validated 12/02/2016 Date Pending FBC Approval Date Approved 12/04/2016 Dan Revised 01/09/2017 summa mPraduW FLM Madel,Numher p f. Oncriptlon 5414.1 41-x8 ProFmXO Brkkmosid 300 Nrryl Single Hung Liman of Use I III I Agmclr CorIMu4 Approved for use In XVX2:No FL5414 0.16 C GC 91-18 SH 36x63 141 lanclAolf Approved for v!Wbide XVIQ:Yes FL$419 0.16 C G[ 91-IB SH 36xM RSD fext.).odf Impact Resistant;No F 14 136 C GC 41-15 SH 44x63 R35 fex!.).oM Design Pleasure:N/A 8544 0.16 C GC 41-13 SM 44x63 R6 otlf Other:48x80(+/-25 PSF),53x)1(+/-M PSF),44463(+/- F15414 R16 C GC 41-16 SH 48x72 0.40 ndf 35 P5F),48x72(+/-40 PSF),36x63(+/45 PSF),44x63(+/- F1.5414 R16 C CAL 41-18 SH 48x80 R25(r1ole 45 PSF),3606(+/-50 PSF) FW 14 RI6 C CAC 41-18 SH 53x71 RM faOtAodf Quality nr4ce Contract DrykaNOD Dale I 12ti/2020 Nan IrreDr[Nma FL5414 R16 11 IN0228 41-10 SH 2%.odf RG14 FIG 11 lM265-R2,d Yari6M By:Ana6dlen Archasctural Manufacturer Aaxla6on Crawled by IndepuMMlt mhd Party: Mluahen Ra4xnb Created Ey IndapandRB Third Party:Yes V 5414.2 41-18 ProFlnIM Mulanould 3DO Vinyl Txln Single Hung Usable M lNe Car011ralbe ARleRy Cor011cele Approved for Con In NVIQ:No FL5414 0.16 C GC 41-18 SH Twin 73,,74 R POSD otlf Appravad far save auMde VVIR:Yes 73,74 R45 fear.I odf Impact Re ism rm No Design PrWum:N/A n., Other:%x00(+/-25 PSF),89x63(+/-30 PSF),7304(+/- Quality AeatlraAce fYMa64pYMbl Wm 45 PSF),73x74(+/-50 PSF) 09/27/2020 Inalellatlon irraYrrCleery 115n to R 16 11 1N0730 4-18 SH T-Mulled Twln 2x p� Verified B/:Armhlen Artlthectural Mamlhcturaa AaadaBon Created ray ImeprasR mo-d Pale: MlmOon Repwb Created 6y Independent nM Party: 5414.3 41-18 PIPHnMII 6rlddnoWd 300 Wyl'T'riple Singe Hug Llmin Of Use COrtlMtbn ApoRy(i tXfeatR Approved for sate In XVI M;No F0414_R36 C_C/f 41y0 Sw Tno a 109x63 R35 ertl etlf Approved M sea wtaWe 111112:Yea >q1a F1FC n 41-1R SH Trvn109x)JR AF otlf Impact Resistant:No Quality Assurance Camradt Rrgimtlm Date Design Pressure:N/A 03/08/2021 Other.1NA3(+/-35 PSP)or 109x72(+/45 PSF) Installation InftrppDarU x9:3293-18 544 T-Mull Tdo a 2x ref Verified By:ATe.cul Ar[hhectulel MarNfaCMele Association Created by Independent mint Party: Evaluation Relwfn Created by Indepmdmt Third Party: 5414.4 43-06/43-17 THD 6%0 Vantage Points,ProFlolm Bu1NNr,ProRnXn Cdn"Mr,Pmflnish Master, ,hard Elated New Comtruc0on Vinyl Single Hurp Unable Of U. CmeNlletlon Ag oin,OerWlrale AM."for use in HVH2:Na Approved for use outside N'li Ym RKOJIf Impact Resistant:No DamagePmawm:N/A r%%,Mr OtNv:36x72(+/-25 PS9,48x80(+/-25 PSF),44x63(+!- "--' ' a _ _._ 35 PSF),36x74(+/-35 PSF),53x73(+/-35 PSF),9Bn2(+/- ?- Q 40 PSF),44x63(+/-45 PSF),36x84(+/-50 PSF),36104(+I- FL5414 R16 C CAC 43-06 SH(Fin136x74 H R35 wf 50 PSF),32x62(+/-50 PSF) FL5414 R16 C GC 43-06 SH(Fnl 36,74 H 0.50 otlf FL5414 RI6-C—CAC 43-06 SH(Fin)44x63 H R35,pdf FL541A R16 C CAC A;Qf SH Mini 44x63 H 945.M F1114l4 R16 C CAC 43-06 5H(Fin198x8D LC25.MF rLI4Iv aLle L - 1 vey�ar QuRArn a1y unu CnwaQ ErplaMon MM 08/05/201) Inarallatbn imtrutllana Ti 5414 H16 11 INOt60 43-06 43-12 SH 2X.OM ELS4 4 R16 11 IND292-R393-06 43.12 SH tX df Vena dBy:AmariicanN Lural NanufarWrara Avotiabon Created by Inde ii RThlrtl Party: Mluatbn RepuY EL5414 E16 PE Eva Report-INO242-R3,& Created by IMapaMett Th int Party:Ye 5414.5 43-17 Pr ish Comri RVFiMtlI Master,Grant Esfataa Maw Canatyuttion Vinyl Sngla Hung Limits of Use CYURtation AgarR.+f CertiRoata Approvea for um in MVM2:No FL541- 'L CAC 43 'in)36x96 R PGSO.odf Approved for use outside MVM:Y. FL541CAS 43 -i,IAQX80 A PG25 a ImpaO ReriMnt:No FL" Iqc 4 ' .'6 RSO,pdf Deaign Prvainum:N/A other:48xW(+/-25 PSF),44x63(H-35 PSF),36X26(+/- 50PSF), 36x%(+/-5D PSF),"X96(+/-20 PSF) Quality Assurance Corsi Expiration Dafe 09/24/201) IMa FB414 Rlb11 IrWnnIv6a41_4A3a-1a7 MRS nd Bymrkaa dRCb9t ra' t ManufdGYr8Y5 asodaInn CMAW by Independent Thirtl Party: Mlisatn Repun 1 toC, , .::'..o4-µ!pdi Cru[M by Independent Third Party:YY $414.6 93-D ProFlnlah Contrattor, PrpFnish Master,GWA FJtads New COmtruttiOn Vinyl Twin 51091¢Hung Uinft M Use Cartl(iution Agency Dertincate Appraied for a%in MVN2:No ••' ^" ""' _ "I A"roaM far um autabe"M:Yea FL5414 R16 C CAC ImpKt RMlatanL NO FU1414 R16 C CAC 4j DWgn Pn .:N/A QRaEyAawnrwe Contract Expiration Date Miner:89x63(+/-30 PSF),73x63(+/-35 PSF),73.74(+/- 04/25/2017 45 PSF) Insla- nDutruRbns WrMad By:AmarlOn A iteduml Manufattunesw A Created Wn d oy Independent Third Porty: EvalWtbRReportsCreated byy Independent ThIN Party: S¢vxYa-' me sm2prwmixm Was a.pwvr.r.....mNxm7.am+m--d wu ::BhvA'arm6::B�tlWSiAu� aa.m um.Fbnmlaw,mail amm®.w parr i�,m.ny4u mmrr.+rw.ar m�ruaartunraxsa ma Pm'1=-,�,m,w�.m,�:�e ms.mm.em..a .nm.ar�evim.wya.mx.lo.r.nya hw.an9wnx.,PM��rp ass aexixasw,w (iI.Rn"d a.1,ds,NDN Certs t.xolz.lvsturd uYrCIPF4�4S,F.s mcpvunedrmmvrt wlm m avtl amts nue,Nw wn.me stella Pm99r4 may to�MwatlN mrnrvv�Ev:xMaYIkIO HXwW wr4aaMr•atraptl[,�61rrym NxuM1mugYv viasuel M®. pwpopmtic fYprLnert x111,an e"WI W mwnmrnaanular`Y�W�,nw ptlle 24YnAA I1 yw an a Fmwurfar OWo455,F.S.,pave FfaYeAryraral AawFre c"'O:CHill Sale w a ➢ a °V i w �EEG 500 NVQ PUP _ w Q 3 PUP Q%Q% }qq}55 'i sZ $)"u rb i"" � \O YzY Fg£�� pp yy £ io v[wi 5�yy E"u ou�✓ n z3m SnS zR� o`bo`S°E^n' � a w \E m F o� -m aab�na $mac op cb {36q 63 e� 7Em��g o��."an°� 5s�� JkgFgy�y o fiyE�6E 3€ 9 ,.3 5 0 --------- 3 =�i ------------- aE T— r--- , � a t €E i i 3f - I aII I I 3= I I � i I E I € _ I I I 1 I o I I i I I I I I I I I 1- L____ ____________________J T p � iww snw rnmw xrn.x, LCIS Xmw 4q In Ik✓PplYmm Hm Tcplm Suhrvl SvtlugID a 4dFaSs vltlwtlma f2C 4+11 MSSb My I1rYs 5®tli Uti �pradact Approval pr u� �K .. . >Aa aalirn rag Search Criherlia Ronnie Seer M1 CDce Version 4014 fLY 1]236.1 Application Type ALL Product Manufacturer ALL tit gory ALL Subcategory ALL ApPllcation Status Au Cortpnance Method ALL Quality Assurance Entity A11 QuelRy Assurance Entity Contract E Pftad ALL Pmduct Model,Number or Name ALL Product Description ALL Approved for use m H Z ALL Appmved for use outside WHZ ALL Impact Reslsrant AL1 Design Pressure ALL Other ALL Searth lGauha-A Itationa Ha 1jyV,S I Manufacturer Val'da[M By Salus Ft t5216-R] Rendon Imerymp,Inc. John W.Knaa itll,PE APPmved H.9. F";FL15216.1 (954)"2-6221 Mode:RhinoROAf Underlayments DaacrlpNaa:SymMetic roof underlayments Category:Roofing Sohrate,on,Undedayments '<wamnaM oma.Nwvab mvkswl eemY--nulke I"vac sub tM(m.ninlm y—a" 1n:: , KI++.nve erose]-r exa IreeA[adHamm�mny, ..ansayv. — - ..m :: ` ::tlN ulMi FaM+lex,ertau aNrecu me vAnrl®lo^IrYa mLl�m w.m w.maaaml�Iw.9aroa:Pol�roa wNicrmds�gset.m,lx.w eamm+c I btlYasely.Ln<W,cwttM[M1e Mln Eymaaor br tra3Nmal meil.lt you Few my 0.mtbrs.Ckau mnP3850.19].1395.'Nrwsrtb Sectlm<55.3]5 111.iMJ 4at✓m.eMatlw�o'sr 1,3Dlx.llmeas IIS uMe,CNpc a55.F 5.muQ pmlhtM n4nrtmuM1wM ne'wl wtlles M<K/1'ew ore.Tw amrik grnaN maY�w>b kr daoel¢mmurr'a9an wrtM1tlo Ilurcs.�gx¢wemail Ybemm we wtlic imE.11Yw ao minW b e�Ya LvuM tlLmb. r4mnpondtlle p0m�ml9a wRM1 an awil pt.enntli an M mc4 evallatl^I�otM ptle.TO J[e�mlre II yw an a Wv®urrYti Wsw55.F.S. plese ..lysin Alarm CONS■ DI la Safe �1lIR!l1a11l11111� 3M MT a 1 M7M . I ( .. r LCIe14n. WN LF.r led. lkf14 S,H,.r SUJaq F .rww PaYWlwm iBC ANr ,..M.n Ns e.—, d' ®Rrad uct Apvroval bpr psaa: ,as,u:e, Masora.ora Rf a..........,...,. 11521&R2 Application Type Revision Code version 2014 Appllcaton Status APprdved Comments Archived Product Manufacturer Ribamrap,Inc. Address/Phone/Email 32923 Mission Way Mission,NON-US 00000 (551)5742939 mtupas®imerwrap.com Authorized Signature Eduardo Lozano elozanopinterym p.com Technical Representative Eduardo Wzano AddrdaVPhone/Emall 32923 Mesion Way Mission,NON-US 00000 (778)965-]891 elozarw®interwrap.cam Quality Assurance Representative Address/Phone/Email Category Roofing Sulxattgory Underlayments Compliance Method Evaluation Report from a Modda Registered Architect or a Ucensed Monda Professional Engines Evaluator Report-HardcOPY Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59186 Quality Assurance Entity Irdertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated 6y John W.Im.dewm,PE Validation Checklist-Hardcopy Recelved Certificate a Inde xandeac8 UI Nem ned odr Referenced Standard and year(of Standard) Equivalence of Product Standards Certified!By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 71507.8 pmoud P pmal Merit! MadnW 2 Ulldon B Date Submitted 04/28/2015 Date Validated 04/29/2015 Data vending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summa M"ad uts R e Nodtl,Number or Name Deacdption MIS216.1 RNInoRbof Underlaymen6 SyntInAlk roof underiaymants Limits of U. Intlallallon lntlructbro Approved for use In VVIR:No F - ApprweE for dee wbride Wit :Yas B3.pdf Impact Reifitam:N/A Verified By:Robert Nierrlinen PE 59166 Oroige Fireenewa:N/A Created by Independent Third PartY:Yes Otbar:See ER Section 5 for Urine M Um. Evaluation Report/ 15216 R2 AE 2015 , RNa, ER WRAP RNI OROOF F1.15211i, R2.pdf Created by Independent TIgrd Party:Yes m.smorFloxmle.nnvao.araw.ro oo�zoll_�an�ua.:: suee�t`:A'aztiNlav�w.aan::aarw swwawrc IIrW FbnW law,small e4Levaere WtMc�mm.If Ywimwa want YW mw�Mlrsa r&xs�in ra=orsabela�Rb�®M rgsS m�4seMYearcnl= IlmNnuRlly.InSme.mrleYtM onm aY P'✓wa Ey am]ma�el mall 11 ve sy gmn m plmee we MO08)in,-r—ant eem5.553)s (1),In.RaMc,Mall,e 0.WM 1,]011,facmm rimuM uMerCNga<SS.F 5.muY pav�m tl¢PieNwewilF an artll tlh®n11q luww lFa ./ell.Pm+lam may ro,.ea�oro=ql mm�umm�m.xln the ll.��.rvoreva em,ll ma�sare pear gyp.uIw m wv.aenm wwN.pwroml amee, pew nmeeetne oewmmwn witn as wa.u.m�wecn®�be male ava ied�ne wU�=-*o aa®mlre nyw wee rmem ino..au[nr455,F.s.,qw RopM aq,wtl awprer Credit Card $8/I@ EI(TERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization 095M 353 CHRISTIAN STREET,UNIT 013 TRINITY ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Interwrap,Inc Evaluation Report 140530.02.12-R2 32923 Mission Way FL35216-R2 Mission,BC V2V-6E4 Date of Issuance:02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code sections noted herein. DEscinprica: RhinoRodf UnderlayFnents WEUNG: Labeling shall be in accordance with the requirements the Accredited quality Assurance Agency noted herein. CONTINUED COh1PUArICE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate_to the product change. Acceptanceof this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECrION:Upon request,a copy of this entlre Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: nen Y=-+ Th le Ikx W,aw MwL Mom^nk .. Robert J.M.Nieminen,P.E. orv��•,;�"� vca,aynnou.laOm.ev.m,xM..^.i.="v�a�ro•wa Hand.Registradon No.59166,Florida OCAANE1983 rAa...nnw.a�,e^rvu.o.m..mwwn.�,.eeKm QrtnFlunonoF Mom[xova: ._ 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products R evaluates. 2. Trinity)ERD is nM owned,operated or controlled by any company manufacturing or distributing products it evaluates 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in arty other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing SubCategory: Underlayment Compliance Statement: RhmoRoof Urlderlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. Z. STANDARDS: Sectlon Paquette, Standard Year 150223,L .5.3,T1507A, Unrolling,Breaking Strength,PINIA11ty,t-oss ASTM D226 2006 1507.63,150/.9.3,1507.9.5 on Heating 1507.2.3,1507.5.3,1507.8.3, Unrolling,Tear Strength,PliabllUy,Loss on ASTM['0869 2005 1507.9.3 Heating Liquid Water Transmisnia, Breaking Strengh,Dimensional StabRRY 3. REFERENCES: Eenm'vmtion Reference Date ms fISr1509) PHyaRal Properties 100539395COQ-006 10/27/2011 M DST15o9) Physical Propertles 300539395COQ 072 10/27/21111 M 0171509) Physhal Properties 10D 9395000006 03/14/2014 ITS(0UA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 Rhinoltoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226,Type I or Type II felt or D4869 Type It felt. RhinoRoof Underho mem is available in 424nch wide rolls,and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This Is a building rode evaluation. Neither TrinitylERD nor Robert Niernmen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2. 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhimaRoof Underlaymems may used with any prepared roof cover where the product is specifically referenced Within FK approval documents. N not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 55 Allowable roof covers applied atop Rhinoltoof Underlaymems are follows: TANS 1: Roof Czwm Osmosis UMxiaymant -AVPNN Nl-0nliY Fwm-0nTle MaM Wood Sfi r 'a, Shlaw. &ShMdas Sanulritedslab RhlnaRaoi U20 Yes No No Yes Yes No 5.6 Exposure Umitations: 5.6.1 Rhinoltoof Undedayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install Rhmoltoof Underlaymems in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4859, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Rasaamh and!Design,ICG EYAtuatNn Ralsnrt R0510.0212A2 CeMfiwte of Authorization A9603 FLI521Pia2 Revblen 2 DF/12/IDSS Pap 2 of 3 TRINITY ERD 6.3 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoW U20: 6.4.1 Fasteners: For exposure<24 hours,corrosion resistant fasteners may be 1-inch rooting nails with a 3/s-mch diameter head,or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or meal cap nails or FBC HVHZ nails&1-5/e"diameter tin caps(with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver,Roof Slooe>4:12: End(vertical)laps shall be minimum 6Anches and side(horizontall laps shall be minimum 4-inches. Refer to Interwrap, Inc.recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure<24 hours,use of everyother fastening location printed on the surface is acceptable. For exposure>24 hours up to maximum 30-days,use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlaymerrt,the urderlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and Patch the hole in accordance with Interwrap published instructions. 6.4.3 Double laver,2,12<Roof Sigge<4:12: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum half-sheet-width plus 1-inch. Double layer application; begin by fastening a half-width plus 1-inch starter strip along the eaves. Place a full-width sheet over the starter,completely overlapping the starter course. Continue as noted in 6.5,but maintaining minimum half-width plus 1-inch side lhorizontal)laps,resulting in a double-layer application. 7. BIMDIKi PERMITREQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named OA entity for information on plantsomered under Rule 61G263 QA requirements. 9. QUAUTyAssUMNCE ENrm: Intertek Testing Services NA Inc.-ETL/Wamock Hersey—QUA3673;(604)520.3321 -END OF EVALUATION REPORT- Wanes Research and Design,U.C. Evaluation Report Mo510.02.12-112 Cerfificote ofA.M.Hmtion n95 M521&R2 RavWon L 09/27/2015 Paga 3 of 3 ecu xom. ' mom wwi.,pa swnnswawo. slFe PWlmtmm rrc s.rr vl,aw i , dgpr umcutwal �� aNbMw W S rch p w ' Refine Searcn Cobe Vel 2014 RM 110674 Application Type ALL Rvtlutt Manufadurer ALL Category ALL subcategory ALL Applicetlon Status ALL Compliance Mel ALL Quality Assurance Errtity ALL Quality Assurance Entity Conti Explil ALL Pi Fill Number or Name ALL Protlutt DiOn ion ALL AppTueE kr use In HVHZ ALL Ap,l for use outeitle HVHZ ALL Ini Resistant ALL Design Pressure ALL aver ALL StarUi Ill-Applicinicl FLM TyJI Hanalaeurcr yaliba[eb by graeYYe (1106]4-R12 RevLalon Owens COTIng John W.WlertNdl,PE Apinoill History t+JMYMrY;RooMg (954)772-6224 Subramgpy;Asphalt Shingles 'pyo M Deux Awtwials M orrase.11 m�eNwwx ad reafiwl6Ynw XC ervywaw GmniwYm xiw®.y. vn.w..se ..sxwrem::aMwe smmm.m u^b�Fbmlilw.vmll uePtl[imEF.a . weR ameuNmer rwm�ln�eNva<o.wtle martl: .ymrtt�Eeavm�c Xe wtiq. r 011 Ciel Mon2,1=t�/awMW IIJpAY ilrYa re sYin nnn .rb+re wmY aso Nl.r39s �rc -m 5 (w;w),ibnl4ppy,glatlre mpw 1,3011�Ivse6 Ni ,F.S.mW pony Y¢W{erhirRwnn ennrrleY�Mtlw/nm we.Tw LLpM.,toipyrw laoW mnmipYRbi wa6iMlxw¢w.Mwmw emailaMmmw¢ytlloremE.ltrybrq wW msyyYyn nvepertlane R{aOriaN wpisi anal ghdwlYT ten la myb amllaW IetM pb'Iv'.To xae'mre x pu ena Ymrtae utlsggyus,Iii,gess ly anii arMul4pgewtlllroplc C00® (Cilli C,11V Sate r easy. nae 1� ta.r P.dw..am Ru[Tcpa swmsu<1n�9. surcar.rm NpFmdw¢ ry sun ens sN wP ucla s..m d fpr App ev.1 �>NMa>.M owe R# ^ m FL10675-1113 Application Type Revision Code Version 2014 Application Status Approved `Approved by DBPR.Approvak by OBPR shall be reviewed and ratified by the POC and/or the Commission N necessary. Comments Archived Product Manufacturer Owens Coming Atldress/Mone/Emall Ore 6wens Coming Parkway Toledo,OM 43659 O4(l)4047829 greg.keeler®owenscoming.com AUUnodxed Signature Greg Keeler greg.keeleriPmenscoming.mm Technical Representative Mel Sanaant AcklmWiMone/Emall 1 Owens Coming PKWY Toledo,OH 43659 (419)326-8360 mel.sancrant®owendoomlg.com Quality Assurance Representative AddressjMorre/Emall Category Roofing Subcategory Mphah Shingles Compllance Method Evaluation Repart from a Monde Registered Architect or a Licensed Ronda Professional Engineer Evaluation Report-Hardcopy Received Ronda Engineer or Architect Name who developed ROtMrt1.M.Nleminen the Evaluation Report Rorda AceMe PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Enpaatlon Date W/M/2017 Validated By John W.I(nezevlch,PE Valldeion Checklist-Had.,Received Certificate of Independence FL1D6]4 Rid CDI 2Dlfi DI CpI NBn1 en rtlt Referenced Standard and Year(of Standard) IllassilmindYmr A D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certlfied By Sections from the Cade Produd Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending P Approval 04/20/2016 Date Approved 06/08/2D36 Summa of Product FL# Model,Number or Nems Descrlptbn 10674.1 Owens Coming Asphal[RooBnq Stab,4106,Stab,laminated,starter and hip®ridge Shingles and Starters shingles Limlb of Vu Inntellelbn Imm�tRbns Approved fpr us In WM:NO F110674 R17 fl 2016 04 RNA' OC �PHALT Approved for uae oumide HVM:Yes SHINGLES 2 df lani Resistant:N/A VerifMd 8y:Robert J.M.Nleminen PE-591" Deai9n Pressure: N/A CreatN by Independent TII:d Party:Yes Other.Refer to ER,Se Ion S. Evaluation Repo FL10674 R12 AE 2016 04 FlNAL ER OC ASPHALT 5 f CraMed by Independent mind Party:Yes �d-UIIL S rre sel.mn�a.�e..aaaa x°Pi1re. - urv6,Mnae un.amarizmrsa'es ere wait�atvh.�fywmra[ em.rl eyaB,YairEm m°85as0,[x1395 ranKCWrvt uM YvbvJc U) bMrserrtlry.IrveaO,¢Matl Hodfiu Ey p�me bFauaa'W m�lfyw Mw ary paav¢,d�amipn .Jal.isss.Ru3auRm5ptim4ss.ns �nlon&sptuta,°3rmlw Maw t,zmz,riraxms nce3rsal um4,Clewa-ss.fs.mrc pwldne MvnmxR wurai ealr am,�ntliq'rwems Re etl ru o�llmoe°ww��w�,ma�m,m°ss wnnrrenr�e.mm':r`.n"'e`.tlenm.wrttl�=.Tamw iren ntwm�u xmnm.mr:wee,.r°mre.., u u�nnt.. ° w,xe°om.:u�oanx s.,qur P,M1a aFrrwtl amF1LL Credit Card Safe -\ EXTERIOR RESEARCH&DESIGN,LLC. 1\ 4MficateajAutharizallon A'9503 IA JJ�'�/ tp D 353 CHRISTIAN STREET,UNIT#13 I VI 1 1 f� OXFORD,Q64 078 PHONE:(203)262-9245 EVALUATION REPORT FAX:(203)262-9243 Owens Corning Evaluation Report 037940.02.12-R7 One Owens Corning Parkway FL10574-R32 Toledo,OH 43659 Date of Issuance:02/06/2012 Revision 7: 04/18/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DEWRIPnoN: Owens Corning Asphalt Roof Shingles LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION; Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: , ."M'yi yx�y�nAy 2' �rwE' Robert J.M.Nieminen,P.E. ,.raovmaora m.m.. �.........i..„ws,y„o,e Flortoc R,otratioa No.59166,Roddo DCAANE1983 r••• axumm.sarN,wi.ar.awq.:wwb....a"Rmm<dwx. rvcyn nppronl OtlnlMwno.e..i w me iv"ea a QRI1FIGiloa OF INpa�ENpFHCF: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Tnnityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will ac Wire,a financial interest in any other entity involved in the approyal process of the product. S. This is a building rode evaluation. Neither Trinity l ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permini ng or design guidance unless retained specifically for that Purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prom Standard year 1507.2.5,8905.2.4 Physics Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,8905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: infitz Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 ULLLC(CER9626) Physicals&Wind Resistance 2012051682453 05/16/2012 UL LLC(TSM28) Physical Properties 06CA20263 04/18/2006 ULLLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC ITSTS628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC ITST9628) Wind Renounce 4786126532 02/10/2014 UL LLC(TSI9628) Physical Properties Classification letter 02/13/2014 ULLLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOA5 Various UL LLC (OUA9625) quality Control Service Confirmation,82453 Exp.08/20/2017 4. PRODUCT DESCMP N: 4.1 Asphalt Shingles: 4.1.1 Classic and Su pre me are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire—are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration, Tru Definition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruOefinitioti Oakridge, Oakridge and WeatherGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip& Ridge Shingles, High Ridge,WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip& Ridge Shingles and Dura Ridge-Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMN'ATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer W current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,U.C. Evaluation Report 037990.02.12-R7 ce,tpaote o7authorieurbn asso3 FL30674R32 RaWtun 7:09/111IM16 PW2&9 a TRINITY ERo 5A Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vaa=150 mph(Vnu= 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F, indicating the shingles are acceptable for use in all wind zones up to Vaa=150 mph(Vac=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5A.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. SAA Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: .1 Underlayment, 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6Z Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire shingles require minimum five(5)nails per shingle. ➢ WeatherGuard HP shingles require minimum six(6)nails per shingle. ➢ Devonshire-shingles require minimum six(6)nails per shingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip. Refer to Owens Corning published Information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2A Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Fag aaadanaara Oen iaaedaaaaa� p:� Aawe+.ro son-adv,ad IN aafaa.dv Dia - Oao wipe 9— Naia louaM j"'r"�'� I..:uu nor saM.aa:lino+ana,ive a1Mea Sa�q poyryonN tlan9 cavep. N 399Na,.a. r®+dlmpw +M1ing6 --- nm M SuaM Snip aM1ngk oreelunq+e+vn vd uYn`�!!' auw6aglYwaayaaa�adaYa W'da Extedw Raiear and Design,LLC. Evaluation Rpert O3AI0.02.12-R2 cem/]mreo/xumoata1kna9vU FL067&R12 Ravi0i):06/18/2016 Pw30te TRINITY ERD 6.2.6 Minimum Nailing—Classico&Supreme: Momyl the...Me, Aru Ara Ween., Mansard ar Arta egee WIM Gnat Xlan Wind tluvaeg.l We.Anen High Wind Maevers, AM Ara vHnroa nomulaa Grua ind M1wma Arx Ara vNrdoa norma4t Maas vHnroa legend. IM ' I rl .w t t x• la l' 1' . ITr rax.xn swraP..rr. rxedeMn Wa+dyn 6.2.7 Minimum Nailing—Berkshire°: sw�xP added,index I.MYeib 4HaYriM he ew a- iw �a'j ` ,Fir iw iw ew r * l ra Standard Fastening Pattern 6 Nall Fastening Pattern EaFa0W0 41MYrYYM Taw BW a iw ll } pJ r AgYH nwna..»n,n� ' eweWauana.w+� Mansard or Steep Slope Fastening Pattern Exterior Research and Dex iHn.tu. Evaluation Rapdn 037860.0212-87 [em)aoWo/nemaroamnaasaa fl3ae7GR13 Rdvhkn 7:06/18/3018 Pa8e6ot8 TRINITY ERD 6.2.8 Minimum Nailing—Devonshire"': 1. 7" 8" 8' 8- 7' I 1' IT mn bp.dddn hsa/Iwlp swim leaaon UbkrdM dd eelka •: ..,� # Tent• d Rw rralm f Standard&Nail Fastening Pattern Mamard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing—Duration',TruDefinition• Duration, Duration- Premium Cool&Tru Definition Duration Designer Color Collection: r.lxaN r+am eNr r.ewN rww�. rrra r .w.r.e>..r Standard Fastening Pattern &Nail Fastening Pattern G.nna�a M.ar�G W Tlw T ale wrly.M Mn G �T 1• °tom _ 0i .v„aea'. ..,.a...0uaa Mansard or SteeP Slope Fastening Pattern Exterior Rnearth and Dania ,LLC. Evaluation MP.rt 037310.02.12-R7 orcmmrco)amnoraanon 65563 FUN7&R12 ReWlon 7:01/18/2036 P.8.S.f g TRINITY ERC 6.2.1 Minimum Nailing—TmDefmition Oakridge•,Oakridge*: 4NNpatn gNaY PYGro Exp a d,.4c am Ey6wwmlrisNwa t- v N— e F17 I srgur ws ssN^sww. asgL gyro EapxrNenN rS/Ipd4 66rg fqw� g F4FpVaar fapefloen M66/Ip14 EWSWvb E4ip/g Standard Fastening Pattern FNail Fastening Pattern EWMry.Wpa.}N "Ad Yinee n v rs�'rwaJ/7wwrltr�a Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuarda HP: lilies,gaYrY MY t Exterior Research and Design,U.C. Evaluation Report 032960.02.12-R2 [erci/rcah o)AUMor4oWnp9503 `U0620.R12 Revision 2:06/16/2016 Page 5 of 8 TRINITYERD 6.2 Hlo&Rideeshingler 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles and ProEdge Hip&Ridge Shingles shall comply with the manufacturers current published instructions,using four (4) nails per shingle. Installation of OuraRldge- Hip&Ridge Shingles shall comply with the manufacturers current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be In accordance with the manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire°Hip&Ridge and High Ridge: FIg 1 Fly 2 t—A�iba~ T tiM� flrxM� V�t i ♦ �� 6.3A Minimum Nailing—WeatherGuard°HP Hip and Ridge: ' Fig A Fig.C Hip&RldpShingle Fastening ♦—ya'�0ua.e.. //\\ merw �\ A rY\��A9 � 1 � ♦ ♦ � t r C Fyrw n ar Exterior Research and Design,LLC Evaluation Report 037040.02.12-117 tertykorc o)AUMo@atlon/nm FL10674-R12 Revision 7:M/18/2016 Page 7 of 8 TRINITY ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: M ^tt• 1Mwi�Dingtlog MrIRg RaIR P� f� reymog t r� rl� �I I�-r tr O dW Fqa TW' T'°' Ygwggrig RWW CgnRgr �—u•� 6.3.6 Minimum Nailing-DuraRidgem Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Coming published installation instructions for their minimum requirements. •'M1•C+db�ibnn1•an Y��✓r b•s�YME�• s•nY� r u) E g ,r , 7. LAgEUNG: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. & BUILDING PERMrr REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFAC RING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 914-3 QA requirements. 10. QUALITY AiwgANQ:ENTny; UL LLC-QUA9625;)414)249-6409;karen.buchmanngoul.com - END OF EVAWATTON REPORT- FMerbrRWartM1 antl Design,LLC. [eg�gm Rgywt QgTgggpl, " c•rtykm•aJautMriregon aaal R10ALR1f 1 1:06/111/3016 Pp11W11 FLOOR LAYOUT SCALE: NTS G\NE 5 U 2 R 2 2 = `� 5 x % V sots COMPONENT SUPPLY, INC. �Q P HALL BI-VD. EunE 208 COVE SPRINGS. FL 32043 - -- A 0: 904.297.9390 F: 904.529.1406 BEARING HEIGHTS B'- 1 1 /8" a NA �e 9'- 1 1/B" NA 1 § ® NA 4 THIS IS A TR PLACEMENT DIAGRAM ONLY. These trusses are designed is as corporal building components to be incorporated specification into the building design at ,I the r.Sea individual of the building designee See individual tlesied sheets for each truss desigdrawing. identified fretl in the St placement r drawing.The building designer is responsible for temporary $ and permanent bracing of the roof an0 9 Boor system and for the overall structure.The design of the truss i support structure including collum sisthheaders, beams,walls,and columns is the — responsibility of the building designer. For general guidance regarding bracing, consul"Bracing of Wood available from the Truss Plate Institute,583 D'Onifrio Drive;Madison, WI 53179. J j ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field increase. Unless noted otherwise, all beams are qqq by others. b REV,S,GN DATE 00/00115 CLIENT E N ..ILOER suaorv,e,GN NA ,,V MGGEL cuarom 9 ELEVATION uA w w � 3Q DgawN By LOT # Ar oA INGUR NA oln zyzol7 R[c A 11901 �® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. e OtNEEq/NG MiTek CY RE: 119010EA- � .fi�pof`' ¢ MiTek USA, Inc. 6904 Parke East Blvd. Site Information: r �o O Tampa,FL 336104115 Customer Into: CEM B ,--"OP me: Model: Moore Addition LoVBlock: Subdivision: Address: N/A City: N/A State: FL Name Address age'lle tt j ructural Engineer of Record, If there is one,for the building. nd Name: &FICE (+ P 1 License S: Address: City: State: General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/fP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 60 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date I T10159613 CJ1 1/4/17 18 170159630 T01 1/4/17 2 T10159614 13J10 1/4/17 19 710159631 T01GE 1/4/17 13 '1 § CJ3C CU 1/4/17 20 17701596M 102 1/4/17 I 4 T 1/4/17 21 710159633 T03 1/4/17 5 T10159617 'CJ3P 1/4/17 22 710159634 T40 1/4/17 6 T10159618 CJ5C 1/4/17 23 770159635 T40A 1/4/17 7 T10159619 CJ5P 1/4/17 �_24__TJ_0159636 T41 1/4/17_ 8 IT10159620JEJ3P 1/4/17 25 T10159637 T42 1/4/17 9 T10159621 EJ07D 1/4/17 26 770159638 743 1/4/17 10 710159822 EJ7C 1/4/17 27 IT10159639 T44 1/4/17 _ 11 T10159623 ERP1/4/17 28 IT10159640 T45 1/4/17 12 710159624 HJ3P 1/4/17 29 1 T101 596411 T46 1/4/17 13 770159625 HJ7C 1/4/17 30 T10159642 T47G 1/4/17 14 710159826 HJ7P 1/4/17 31 T10159W T51 1/4/17 15 710159627 M01 1/4/17 32 770159644 T52 1/4/17 16 T10159628 M1G 1/4/17 33 770159645 T53 1/4/17 17 TIM59629 511-3 1/4/17 34 770159648 754 1/4/17 The truss drawing(s)referenced above have been prepared by MiTek O` y'C........... USA,Inc.under my direct supervision based on the parameters `•` provided by Building Component Supply. � No 3 Truss Design Engineer's Name: Finn,Walter '* '.+ My license renewal date for the state of Florida is February 28,2017. — �9: IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the junsdiction(s)identified and that the ;,n:•R� designs comply with ANSI/rPl 1. These designs are based upon parameters (t� ' R G loads, po1ctn is scS given to(e.g., iTek. Any Project specific included for ek' customers it", file reference purpose only,andwas not taken into account in the preparation of these designs. MTek hes rat independently verged the applicability of the design water P ann R W.Z139 parameters or the designs for any particular building. Before use,the building designer think Usk W.R I:m rs3/ should venty applicability of design parameters and property incorporate these designs I'+nm ran BM.ramre R 39na !Me the overall building design per ANSI/rPl 1,Chapter 2. puts January 4,2017 Finn,Walter 1 of 2 I Y RE: 11901 CEA- Site Information: Customer Info: CEM Builders Project Name: Model: Moore Addition Lot/Block: Subdivision: Address: N/A City: N/A State: FL No. Seal# Truss Name Date 35 llluib984l 155 1/4/17 36 T10159648 T56G 1/417 37 T10159649 T70 1 1/4/17 138 710159650 771 11!417 39 710159651 Vol 1/417 40 710159652 V02 11/4/17 141 IT101596, IV03 1/4/17 142 IT10169854 VO4111417 43 710159655 V05 11417 44 IT10159856 VOB 1/417 45 IT10159857 V07 1/4/17 46 T10159658 V70 1/417 47 T70159859 V11 1/417 48 710159660 V12 1/417 49 770159661 V13 1/4/17 50 710159862 V74 1/417 51 710158663 V15 17 52 770159864 V20 17 53 710159665 V21 17 54 770159888 V221 1/4117 55 770159667 V23 1/4/17 56 710159888 V30 1/417 57 710159889 V31 1/417 58 710159670 V32 1/4/17 159 T10159671 V33 1/4/17 60 7101596721 V34 1/4/17 2 oft i 3 doeTaus ThreeType O1Y PLY 710159813 "al GJ1 Comer Jack 2 1 Joe Relererce(o .es BUIIdIrg Component Supply, Jedeorrvilb,FI32256 B.OtOCApr2J2010MITa CYbJ eles,I rlW 6n0413.3120201] Peps1 IDMUIOI9FPa1NrVIe2kZIGZyJMPGYe0li)ES(sesNrlrzdd)6gF%61IEBSHVunG4nGryj%I yea O40A5 2Aa 61045 Sae.ffi] a P 400 12 L10.15 1-1616 LAMING(PaR 9PMIN( 21,0 CSI. DEFL. In (Ix) UceX Ud PLATES GMP TCLL 20.0 Freie Grip DOL 125 TC 0.2] VeM1(LL) 0.00 5 >999 240 T. 244/190 TCDL 10.0 1 tOrDOL 1.25 BC 0.03 VBM1(IL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr VES WB 0.00 HON(TL) -0.00 4 Na Na BCDL 10.0 CoIk FBC2014?PY200] Malmo-MS WN9M6b Fi=20% LUMBER- BRACIN(I- TOPCHORD 2x4 SP N0.2 TOP CHORD Slmdural wood sheathing direcly applied!or 0-1615 no latrlins. BOTCHORD 2x4 SP No2 BOTCHORD Rigid oatng direaty eppliecr or 160-0abedng REACTIONS. (Iblsite) 3=-29RAeManlcal,249&000,4=-74/Mecha k,el Mas Hort 2=M(LC 12) Mex Uplift =-29(1-01),2=-143(LC 12),4=]4(LC 1) Mex G.3=20(1012),2=298(1-01),4=43(LC 12) FORCES (Ib)-Mex.Comp.Ntmc Ten.-All forces 250(Ib)or lase except wnen'hown. NOTES 1)Wind:ASCE]-10;Vult=l 0mph(3 second gust)Vent 01mph;TCDL=S.Opef;9COL=5.0psf;h=18X;BASIL; --24f;cave-fl;Gat. 11;Exp B;End.,GCpl=0.18;MFRS phre0onal)and C-C Exterbr(2)zone;baron left and right exposegOC for members and fomes&MFRS for Oacilons shown;Lumber DOln1.60 plate gdp DOL=1.60 2)This truss her,been assigned!lea 10.0 psi bottom dwrd IIse load ronconcur ent will any other INe beds. 3)'This truss has bean designed for a lire load of 200p d on the bottom chord In All areas weer,a reMangle 360 tell by 2-00 voce Wil fit bateeen the bosom chord and any oftr members. 4)Refer to glder(s)for three to tue9 onnnectbne. 5)Prardar mechanical connedpon(by others)of truss to Wadrg plate capable of wilhmandtg 2911,uplift at joint 3,143 to Uplift at joint 2 and 74 buplln aTont 4. tlWgRNWa.VMry✓w'enpnnxrx=mORFAa NOIEa PY IItlagNa eILWOEa MIIENREFE.LNCE PJGEMW)ITJne la9YVI6BEFOPE U'E xa90 vdan�orvv eem rwrowo=nr�lals.IlW arnme hs,rorvn4.m gaant,elenlwum.nwalw�XawX.I arena cwnixxvnr,nor rss y5bm.telae an.an lwMrp OeWv. mlN venN IIw VVIIMhrlNolaeYp�r*x�Nerelam'1woSlr LhnnM1+rala nt Ue4alhlmo ttn ovadl e . Lra.-ahr dralen naonawxmeearor.ahnar h>,clarxh olrhd.an n�mweomNMcmramemre.wv.AWIWvl wmparw as pannannl aaahp ahs rayaBUbslMlYuxlbperahlcdlgws HmP.Y�w PorWvl X4aYW aaPwNMn�. Faglerd gM�cehepdrlp lie BBa40.M EM BM. IadY:nMn.Yagre.deleBry.aslmm'hMa:Irgolwmwdq X�ryilenlL aeAX]VIFIIOWMCAErYr.aMdaW CYIIrNIMtarlXmxl TnryE.FL]aXta 9aery bewrrcMm arSY1a Xan INe Rule InSXRnn.21 B N.lee Slreel.Sib 312 NevaMla V A 22i I I. r 9 Job T. T.Type City Ply 015p616 11g010EA WIG Coari 4 1 Job I6 Mff0e(optional) Balding Cgnpanmt Supply, Jm;ttomilN,FI32256 BA10a Apr:20201y3i Pe MOR?E,Irc. Wed Jen041ftL1H201] Paget Ip:M1Ni019FPo11MV15?kZ1GZy3MPCYnOR'IESGmNrIrzdE]BgFXeyLBeHVemG911Giyl%i 2. 010-06 ' zoo I o1o1s 3aM=+:c.] 3 2 400 12 a i mW= a+o+s 61615 LOADING Bei) SPACING- 2-0-0 M. DEFL In gop) adult Ud PLATES GAIP MILL 20.0 More Grip DOL 1.25 TO OZ] Veh(LL) 0.00 5 >999 240 M]20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.03 Vah(TL) 0.00 5 >999 1B9 BOLL OO flap Stress lar YES WB CM Horz(F-) -0.00 4 We Na BCDL 10.0 Coca FB02014?1`1200r Matrix-MS Weight a lb Ff=2 LUMBER- BMCINO- TOPCHORD 9W SP No.2 TOP CHORD Stmolural woos sheathing dlreclly applied Or 0610-15 oc potline. BOT CHORD 2M SP No.2 BOTCHORD Rigid calling direcny applied or l 0-0-0¢bracing. REACTIONS. (IMize) 2=298q 5-8.4=10]IMechanlwl MU Herz 2=34(LC 12) Max UP'Ih 2d35(LC 12),4=-10](LC1) Max Grew 2=298(LC 1),4d2(LC 12) FORCES (Ib)-Mex.ClxnP.Mlex.Ton.-Al forces 250(1b)orless except Wlen shown. NOTES 1)Wind:ASCE 710;Vult=130mph O-seoald gust)Veld=101mph;TCDL=SApsf;BCD1-=5.0Pet h=18h;8=4511;1=24M1;saws-V;Cat. II;EM B;End,GCpi=0.18;MWFRS(directional)and C-C Extador(2)mn%C-C for membem and forces 6 MW FRS for reactions shown; Lumber DOL=1.80 plate gdp DOL=1.80 2)This tN9a tws own dssigned 1w a 10.0 pal bottom chord live bad nonc0nwnenl Win any other Irve loads. 3)'Thls this.hes been designed In,a INe Intel.120.Opsl on Me bottom chord in at.. . uhere a rectangle 3"tell by 2-00 Wde Wit N botaeen the bottom chud and airy other members. 4)Refer to glyder(s)for tants to truss connections. 5)PmNde mecflenical connection(by oMers)of tmss to beaMg plate capable of WiTatanding 135 In Win at ford 2 and 107 Ib uplift at joint4. Q WIFNRIp.VwNyau,,i M.dN0]ES CX TNIB]NU NYLUOEa NFEI[FEPEFINEE PA4E."co nr.la 1Y aEEOOEU.E �1 Wp IamedYyvMh MlleF®cmrttYw.IW dttNxl6tm+rldJY Wcrr Mtrtelem Nrwn.oM 61w m Yv]MTM[urtlYycoml>awnL nor Innryrlan e¢parm,lludh9p�ga mueveMylln g4yeetlllyold¢p�p��nrelaeaq PSR+IY FewpaaM IKMNT Flo Oreeverdl WO<4 dYUll.Sul"glufcNetlkNlAeVenllalctlllgMYwAUAA YPuov�m]/a clwdmwnCen MY/v1dMVJ bmlwlaY mtlLcrn,amllv¢ro Mire k' bWgSra�IedbsYt111Y Wlbpevan+cd[da WMgwaNe xYeEYaggttalYlxaluHafw Bnnn�tl plMa�cele9�dBp Ts BBDO PeM1aEW BMG. IQvkaMLW h UaNaY,attlMWbOCY9 oI 11ueaalJMSMIdKreeauo`dd OWhCrI1NIA.a99dBm4 EG9WMNCurp011Me eyMylrpmypl ay.YYie pdr,Mm Flare FeAMe.21t N.Iee Slree+.SJle 312 NBitldl.VR2R]14. Telrya,FL]3810 ti Job Thin Tres ype Gly Ply 0155815 1f9010EA CJ1P GamerJnk 4 1 BUNlg Communist Supply, F32258 8A10eApr2RU We201] Paget I0:GIGI9FPV1G] 2GZy3nP-giDgsDDI??1MfUnis7DXwlX1pOryjX G 2-0q 0-0615 2-0-0 41416 Sal 1:8] 3 2 AM F12 4 f Ii115 o-1 41s LOAMNO(pi SPACING- 2-40CS1. DEFL In floc) i w PLATES GRIP TCL 20.0 Rate Grp DOL 1.25 TO 0.27 Varl o.w 5 >O90 240 WIND 244/100 TCDL 10.0 Lumber DOL 1.25 BC Ol VW(TL) 0.00 5 >990 18J BOLL 0.0 ' I Have Stress Iola YES WE 0.00 HordTI-) 0.00 4 We We BCDL 10.0 Cade FBC2014RPI200] Maul Weigh:a lb FT=2096 LUMBER- BRA MN TOPCHORD 2x4 SP No.2 TOPCHORD Simeone]wood sheathing directly applied or 410-15 ac pudlrs. BOT CHORD BN SP No.2 BOTCHORD Rigid railing directly mapped or 10,0,0 of,bracual REACTIONS. (IbklzO) Milft-3-0,4=-107/108chanlcal Max Horz 244(LC 12) Max UpIId 2=143(LC 12),4=10](LC 1) Mex Gray 2.293(LC 1),4=64(LC 12) FORCES. (Ib)-Mas Canp.Wmf.Ten.-Allforc.250(Ib)orlenexcept Wnanshown. fill 1)Wind:ASCE]-10;Vu11=130mph(3a.ond gust)Vnd=101mph;TGDL-3.Opsl;BCDL=5.0paf; h=10ft,B�SfI;Lf244;Oave716;Cat. 11;ENp B;Encl..GCpI=o.16p MWFRS(directlonag and C-C EMerlor(2)zone;porch left and right exposeQGC for members and fomes A MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed lar a 10.0 psf bottom chine live load mnconcurrent Win any other live loads. 3)-This more has been designed for a live load of 20OW on the bottom chord In ad area arl a rectangle 380 off by 2 0-0 Woo Wil fit between the bell.choM eM am/Omer members. 4)Refertogirder(s)for tmsslotmssconnectiore. 5)Places mechanical comecllon(by ohms)of trues to bearing 1pate capable of witlletandirg 143Ib t pllfl al joint 2 end ID]Ib upll6 at Joint 4. AL w4aNNa16AYR016 B£PoPE use peNpn w4'tl loo uxoNY'wfm MIIeMGcmlw:tm.IIt JVWa�absadMY Wcn RxoreXnibwt mOLLta m hllWM WWIMp carW�erenl.rot InnaWem.More uve lMlulJgdalywlmulverlry N'¢4[kvN111NoIreVdrWmtaKrtaM gMelYx�UmWUR XttleW�INOIM oveNl rfi m4d19�NdlaotR lHcdatlebpaVenidlrNx6MIMNMH MmweDagKKtlwG memCdSaYV P4]IbM1anW W aNCemvwnidaiq •QwOR reiNr�MexYilYagbPeveNCd�a WNlxxdeCwN*V4YNVYUrdV�rlYd�rNVa.fa Wrard Phobics reWWM 9kdAtltYaIrlbimi.nM0lMaAa.✓WaM!/a.J1eY.RaaencLMUnN W%ab laMocIIxx9A&01R1I11e2Ne.sleaeM SNReuea1.M5Jiehm3c11>,3/abNNvaL/JIPYIiI iVNdTYhJI44l.WIb.DMMatl BCL 4tl1q<uTWNnI W Tq.F133810 1 r .Job Truss Tnls Type Off My JOD ReferenceoOrel T10159616 119010EA CJ3C Canner Jack 4 1 Sats,GonnporeM supply, JacksolMlle,Fl 32256 n.UlUsafxeuevrowarwniwstries,inc. WeE Jen 0913:9151201] Pegai ID:MUIUgFP WWlb4kZKVy3MPWTR71U Igad%D521b66k YOIUno24VB04ryXg -2.p.D 29615 .1.60 290,15 Scale.1:10.9 3 4012 9 � 2 e a 4 1 a = z-m1s 21615 LOADING list) SIP ACMG 2-0.0 CBL Di In Qac) IMeg W PLATES ORIF T1 20.0 Plate Gtlp OOL 1.25 TO ati; Ved(LL) -0.00 ] x999 240 W20 244/1911 TCDL 10.0 Lunber OOL 1.25 BC 0.05FH.ra(M) Vm(TL) -0.01 4-] x888 160 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 O.m 2 Ne Na BCOL 10.0 Cade FBG201MPROD] Martz-MS Weight:121b Fr=20% LUMBER- Bill TOPCHORD 2x4 SP Ni TOPCHORD Strectural wood sheathOp dreclyapplled or 2-10-15 oc purlins. BOTCHORD 2x4 SP Ni BOT CHORD Wild calling directly applied or 1000 oo bracing. REACTIONS. (Ibkize) 3=S1M1ecM1anlwl,2�B1Po58,4=19Rdechenical Max Harz 2=50(LC 12) Max Uplift 3=-0(LC 9),2-8fi(LC 12) Max Dose 36l(LC 1),2281(LC 1).4=43(LC 3) FORCES. (Ib)-Max.OompRAax.Ten.-AIL forces 250(Ib)er less except Man shown. NOTE& 1)Wind ASCE 7-10;VW1=13Onph(3-second gull)Vesd=101oni TCDL=5.0p f:BCDL=5.Oial;h=18ft;B-15ftt=24f1;eavetg;Cw. II;Exp B;End.,GCp60.18;MW FRS(directions)and CC Exteriorly)-209 to 0912,Intetlor(1)a-9-12 to 2-10 3zme;C-C for members and farces S MW FRS for reaction shown;Lumber DOL=1.60 plate grip 1301=1.60 2)This tines has been designed for a 10.0 pef bo8om chard live load noncmwrienl Wth anryother live loads. 3)'This tmss has been designed for a Ilve load of 20.Opsf on the bottan MON in all areas where a rectangle 33 OWI by 2-0-0wlde fill in between the Doaam chord and my other come ere. 4)Refer to Oral for Vu9910 base corrections 5)Provide mechanical connectlon(by offers)of truss to bearing plate cape ife of wtlhManding fi to uplift at Join and 881b uplift at joint 2. &wapeaveVM 46,enesx,nne M4eFJa N0IE50N—Atha ICI—MIIEN aEFE .a Passer OIn ffiOLS0159EFWiE USE tRLgo Wla Iw un aNY min lM Lew w to nM tlnsyn ef,ra only ur---eo U,U nnm m MIi"U"i rn"U'voL.nor a MaF:nl0nr P¢rae�.Ilio W1U^n Ueshw nxml vain Ila ai,*,dMM of rMfM1µmnlers atl pcµ1V in,srae al demi lin owtl p1lygrt B¢tglrvhalMato pevml[ucNYq IXMV}NW InmveDaWaclrvtlmer�[a4y./tlUWVIbeM YaMpanWr�IhaM9 atlways reQ.ietl Me tltlHlllyarmlopevenlco4geemin lwaLJe PaWVxflryar]gcµly WllWe.Fu�rvadglAlCe neaa4xTln BYMhM 33110 u4xbullor�.uora9e aWNayereemn rem dtlalg orerreenam mmawana wAxwml ewIMC1Nro,0aesar ae4f sI�1V OfmuwN }/Fix Mfellnr Wd[fla M1an lnm RdsaRXMe,R18 N.1eo511eeL elle dlR,NeiWhV.e 22311. TairyF,FL 9x10 JOU Tmu Tris TypT10159617T10159617e OIY PT10159617119010EA CJ3P Cana Jwk 2 r 1 Job F.b.e(oo howl, BUMilg Component Supply, JazkmmilN,FI 32256 8.0106 Apr 202016 MiTak ministers,IM. Wad Jen 0413:31:31201) Page iD:MUf01pFPouAWIblk2hGZy3MPuWTR71U_I mft SD52NB5KmWYOlUno24vBeezyjX9 20-0 210.15 200 21015 3pN=1:10.0 3 ``IIIII I� 4 C0 r2 p 4_ W � d 6 3.4= 1 2-m1s 21a.1s LOAgNG(qNFS G 2-0-0 CSI. DER In go") alm! Ud PLATER GRIP TOLL 20.0p DOL 1.25 TC o.25 Verl(LL) -0.00 T 4111 240 MRO 244/110 TCDL 10.0DOL 1.25 BC PA5 Ven ) 0.00 4T 4199 180 BCLL 0.0 - ss Ina YES WB 0.00 [Hora�(TQ 0.00 3 Ne we BCDL 10.0C2014RP120W Wwx-MS Wagm:12 to FT=20% LUMBER- BRACING- TOPGHORD got SP N0.2 TOPCHORD Struduml wmod sheathing of"applied or 2-10.15 m purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling tllrecily eppliatl or 1O" bretln0. REACTIONS. (11o51ze) 3-51Mfachaniwl,228VO3-0,4=1WMechenlcal Max Hort 2=50(LC 12) Mex Uplift 3=-12(LC 9),2=112(LC 12).4=11(LC 9) Mex Gros 331(LC 1),2=281(LC 1),4=43(LC 3) FORCES. (10) Mer.Comp.Miax.Ten.-All forces 250(1st)or Iess except ermo mman. NOTES, 1)Wind ASCE)-10;VUIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0paF SCDLd.Opsl;h=18n;B=a5n;L--24n;eavoi Cel. 11;Exp B;Encl.,GCpl=0.18;MW FRS(directional)antl G-C EMedor(2)-2-0-9 to 0-1-12,Intedor(1)0.9-12102-103 zone;porch Ieft and right exp advd;C-C for members and forcae 8 MW FRS for reactions shown;Cummer DOL=1.60 plate grip DOirt e0 2)This truss has been designed tar a 10.0 psf bottom choM live bad I o=w nt hist em/oMw live loads. 3)-This Russ bas mean designed fm a live lied of 20.(pm on the bottom chord In all areas signers a rectangle 3-6-0 tall by 2-00 Wide will ill between the bottom chord and any other members. 4)Refer to grdeds)for (hiss to trues connections. 5)Provide machanlcel connaUlon(by others)of(hiss to beeMg plate capable of withstanding 1211,ugln at joint 3,112 1,uplift at joint 2 and 11 Ib uplln at)ant 4. @[JInISmpaWyaCMlasltltlnplaRVPWtart0Il/oeya¢4odWtlupYnewn.h0vIpTt¢rMmWa1l1edatlSrYwvpF<Wutlpe9eFavEomene,lMN[xUIwtlEIweFMgpNdhINkNag6—0—L— InLmMUwoelDdMaatlWgan nl*e"fa��n Yeaiew¢na.PM4gE-oFa)4IY ThMncdrN�1�aYleL lM16mMmnlO(PNEFnUploE�WpNncnlM rnrov,we�ld d aFgkb /w dntl memnan.1. wsecn µ mved adWmrs repPMlazllaMavJ\o WevanlcdgYA WNp+FLJe�rsrc4Varym]pc5m1y O7dYle. ra�w�tl agmce xg�WgaW eea1PME EY 8N4. kdk.MpLpnay,r�tlway em'rea.morear olNues .'suvvaz A. SV V.MCNxkt 09Ndeoq kCY auYlq CampaMll near.FL e%,a }yyy OxgeXlkpn wda[M M1dr,L�Rda MOM¢.RIB N.lee Steel.SJIe 312 Ne[axlki VARR31 f. f JOU Tams Tmaa TYpe Cry PIY T1D168618 140010EA CJSC Comer Jack 4 1 Job R (ereme foorfiman Buildi'Gomponest Suppty. Jackwmilk.FI 32e55 B.Ot0sApr202ota NnexlmmeTMIBY ItPRAq WIJ.J1.Jea1 Ob9eri Ih.UIUiOIpFPoUAMIIbMQMZy3n4P-d]LreT261ByAE11PflAgkJl2Mvn80x1yGkekObzyj%1 pp 41095 2P0 L1P15 Scab=1187 3 aP 12 V � 2 4 1 3"- L 1095 L1P15 LOADING(pN) SPACING- 2-0-0 081. DEFL In goc) Wall IM PLATES GRIP TCLL 20.0 PNle Gno COL 125 TC 0.2) VMI(LL) -0.02 4] >BBB 240 MTM 2/4/180 TCOL 10.0 Lumber DOL 1.25 SC 0.21 Vm(TLj -0.OB 4] 18]9 180 wlLL 0.0 ' Rep Stress 1. YES WE 0.00 Hor2(i1.) 0.00 3 Na Ma BCDL 10.0 Coca FBC20IMTPfXM7 MaMx-&6 Weight 1910 FT 2M WNBEW BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shaatMng directly applledl or 410-15 do pu0lna BOTCHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or lPO-0oc Dracing. REACTIONS. (IMUM 3=114 Mechanloal,2APIpM5A,41= I echa tral Mm Horz 2=7(1012) Max Uplift 3=-25(1-012),2=-]9(LC 12) Max G.3=114(LC 1),2=343(1.01),4=84(LC 3) FORCES. (Ib)-Max.Comp Relax Ten.-All lomes 250(Ib)or less except wren shown. NOTES- 1) OTES1)Wind ASCE 7-10;Vufl=130mph(8-second gust)Veld=101 mph;TCDL=S.Opsf;BCDILS.Opi h=1N;B-158;L=24M1;esveAX;Cat. II;Exp B;Encl.,GCpEo.18;MFRS(directional)and C-C Efdanor(2)-2-0 9M09-12.Intenor(1)0-9-12 to 440-0 zone;C-C for members and forces&MNFRS for mndons shown;Lumber DOL=1.90 plate gdp DOL=1.80 2)The buss has been designed fora 10.0 psi bollom coed I'xe l0ad nonconourrent with artyommiloe loads. 3)'TMs truss has been designed fora Ilya load Of n.OPf on the Whom choN In all areas where a rectangle 3d O tall by 2-0-0wide will it between to bonen chord and any other membam. 4)Refer to girder(S)for truss to now conomilons. 5)Pmylde medhanlcal comecnon(by others)of truss to basing plate capable of widwtanding 25 to uplift at Jolla 3 and 78 to uplift at joint 2. A w.-V✓Nyb '—n—.a..xOIEe cy Pass.AYCLUOEO MI/Ex aEfEP .to ahl74Am.1003R01e:7a (Nn,n K`M'Jfw wa onr Mm as. ah11e9a�R Lmstl wJrq�w Por—I.rt Ywwn.uW klam MINCua Iwk9n9 canp—1,rot 1nnryYani.Nble ue.tre tlYY/wnnW wpofo 4[ibdYlM oltle4��Wa�wtaeaggcglv�O�R�b tna6x4e N1J1Moval e�eo-adwu�. aayvemmedpyol ewaa wadaP arewn�e tn.weoaen wamw..wno,rr.oeeaiarempaavmePanvwmredlw Welk' •WYps�e04e]Mv1ld11yotlblaelmlCdlWreMnF�191Nltd,dl'lxYWgglwlYd�J'1��afw paradpitlnca�apitlOaw BBDa va--B1A. molal.paws.danww.aecemmeb�lwappswmetnsmmrL aeMrIWM1 GxA11 on.le.meat adecB emsgcJmPJowe lyxr blgTOry4n araaMe adnl�fMeY4XEM,2tax.leemse4 ski NmgtlN V.42231a. 7enp.Fl St10 Job Truss Truss Type Oy Pty 710158819 11W10EA CJSP Comer Jack 2 1 Job Pafererra to00w Bpgag Gonporent Supply, Jacksumllle,F132258 8.010sApr2020161iffiffeklmltleforealnc. Wed Jane413:31:33201) Pe9a1 Ghft)IOIgFPouAkVft?l,Z1GZy3MP-SKVDrp"U4185ccCT MnSKBy7OH6VOOIwIMM 840 4 10 15 2-00 41615 Sub-NIT 3 4tl 12 9 to 2 are 1 41045 4Ir la LORDING U>st) BPACMIG- 2-0-0 CM. L in (roc) brief IA PlATE6 GRIP TCU- 20.0 PIa1e GXp DOL 1.25 TC 0.2] FtLL) 0.08 4] a9B8 240 MF20 244N90 TCDL GO Weber DOL 1.25 BC 0.24TL) -008 4-) An 183BOLL 0.0 ' Rep Share Inor YES WB 0.00 (F-) -0.00 3 Ne We BCDL IGO Code FBC2OliU7 200) Matrix-MS Weight:18lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD GaLpurN wood sheathing directly applied or 4-10-15w pudbw. BOTCHORD 2x4 SP No.2 BOTCHORD Reld calling dredfy applied or 1 O0r) trading. REACTIONS. gbhize( 3=114MNchanlcal,2=34310-3-0,4=54M1echaniwl Max Hoot 2�)(LG 12) Max Uplift 3=3 (LC 12).2=122(LC 12),4=20(LC 9( Max Only 3=114(LC 1), 1(,4=84(LC 3) FORCES. (Ib)-Max.Comp AAax,Ten.-All fomes 250(lb)or less except W}fien drown. NOTES 1)WI W:ASCE]-10;Vult=130mph(3s and gust)Vasil=101mph;TCDL=5 O f;ECO!"Xiftsf;818X;8=4511;tr241fteavvi Gat. II;Exp B;Emir,GCpi=0.18;MFRS(directional(and C-C Fibalar(2)-2-0A to(Y9-12,Interior(I)G-9-12 to 4-10-3 zone;pomp lett and right exposectOC for members arld lames&MWFRS for reachom shown;Lumber DOL=1.80 plata grip DOL=I.w 2)This area has been designed for a 10.0 psf bottom Word live load nonwwurwt Win any other live bads. 3)-This truss has been designed for a Ma loaf Of 20.0pst on the bosom Gard in all areas where a rectangle 34F0 tell by2-0.0 wkle will N bebveen the bottom chord and any,other members. 4)Refer to glyder(s)for taxes to table correlations. 5)Provide mechanlcaf wnnedw(by others)of truss to bearing pate capable of wltlwiandllg 32 0 uplift at joint 3,122 lb egiR at(dint 2 and 20 No uplift at loin 4. 0wdFNWa -SE. nixYgn.1—Unyven Mllak ..—rors.IFEde4Fn8N:aedoNYUC�n Wonwrers Ygvn.aM klw m WIW9.vl Wldp cwn{wnunl,awl In6 Mdam 8efwe—RR WJq 6l6yeal meal ValN lM a[8akarAW olcoc',i r,frrnWule ba tle53n lnlo ttxf ownal dWpdeppL aacYrerxxEereOampovenfnucerpr.W1NMx8 NmwebmLwcMrdm. naUlbdl ioxxv, aW WrnaV^InacYg 8 W3/rleawer'1MdYalhagfogevanl cNy�wile Wada FerWwl wldYatlpcWlY Wn41o, "nonortl ando corW�cYr9 M klMalkn alwuA.UN✓mY.ereclbnW doi-Vor NRe[aWMQeriaorin reMXWIp114aglh CalMM,..n daC9 uadlq�rmawN WWpW EY aM. May I18wmdon w3RAOYom ln6 PW Yutlxae.218 N.Leo STeatalro e12 Nova Th1x=11. Tle,M1 89810 ,JobTres Trus Type city Ply 015A820 �119010EA EJ3P Jack-0pen e 1 'Job Peldelek lopboull Building CompoMM Supply, Jedgaw41M.Fl32258 e.010s Apr202a Muth , WedJaIN13.31,3,12017Eager 10:MUIOIpFPouAkV1biZ1OZy3n4PWTh9NHgkmClpkyOWFl7rSTryM 8 00 30 0 2-00 360 Sole-1:103 a 00 12 T x � f e 1 w- 4 a66 a66 LOAOINO(Pah SPACRI4i 2-0-0 CSI. OEFL In (loo) Wail ud PLATES GRIP TCLL 20.0 Fine Grip COL1.25 TC 0.25 Ved(LL) 0.01 4-7 >999 240 MF20 244/180 TCDL 10.0 bitter DOL 1.25 Be 0.06 Vert(R) -0.01 47 >999 IS) BCLL 0.0 ' Rep Slime Incr YES WB 0.00 Horz(TL) -0.00 3 We We BCDL 10.0 Cade FBC2014R1`12007 Memx-MS Weight:12b IFF=20% LUMBERF BRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD Shudonal woM sheathing directly applied!or 3O0 oc pulling. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 160,0 m Mecing. REACTIONS. (IMIEe) 3=5 Mechanlcal,2-2B3I0-3-0,42WM Mnical Mex Horz 2=51(LC 12) Max Uplift 3=13(LC 9),2=111(LC 12),a-11(LC 9) Mex Gary 3=54(LC 1).2=283(LC 1),4=46(-C 3) FORCES. (Ib)-Mat.Comp.IMax.Ten.-Allfou 2W(lb)orleasexcepty enshoxn. NOTES 1)Wind ASCE 7-1q Vult=130mph(3 second gust)VMd=f Olmph;TOOL=5.0p51;BCDb50pM h=1811;B-15V;t`24ft;eave=tft;Cat. II;Exp B;Encl.,GCpb0.16;MFRS(directional and C-C ExMbor(2)-2-0 9 b"-C,Inte0o01)0-9-0t.2 114 zone:porch legend right exposed;C-C tot members and lorces 8 MFRS for randlons shown;Lumber D0L=1.60 plate grip DO1=1.80 2)1105 buss has been designed for a 100 pa boftom chord live bad nwnconcunenl with any other ING loads. 3)-This trusts has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide x11101 between be boltom chard and any other members. 4)Refer to groans)for Iruss to time connections. 5)PmAde mechanlca connection(by others)of truss to bearing plate capade of WibsmMling 1 SO lb uplift at Ioings)3,4 except gkb) 2=111. Awa. enOX40N0TEY QY TW.W➢fICLWEe MUENPEiEMN[EVJGEMB]4Anv.100Y1016eEfOPE USE. .nfr Wm Iw us w4Y mm MlelAbccrvwdwi.nt Wr4lxLaetl MYUTNI P'fmurnurz Mmy cMf is iu m KYWXu1 tWaV'q ocTMawar.ml a1�wNem.Wlae�.me WlTaOeNJrn�mW vedNll,egCYcdAllydda.�pxanelemaM pM9rly lncu4 aro xxtlm¢�Inro me ovaW MEda divineaGcnpmdcdeakrol.awe.ehkNrgm4swWxx kaw weowloreMramemmnmy.,walwatemw.m oW pem,donihr Jig M ek' ktMk M �.�LVaY.awe cbMPiad ldacYp O11MMwJ ins weA�N91llNt �WaW aq KL�IUV aemmp�wiwa W0ry1Fsbs.o 0Mtl. }day IrYpmdpn V.MelMe hon numbole.21e n.lee slrest.M.NeVOggvRRR31 e. rue R=1 Job Tress Truss ypa e31y My - Tto15982f Ife010EA EJ07D Jack-Open Supported Gable 1 1 Job Reference(------ BWMNrIgGMrpdwMSupply, Jacksonville,FI32266 S.OtOSApr2o3n4P-5 )aklndu U418,M1x:. Wed Jen Odt3:3f 93201] Pagef i0:M1NIOIpFPauAkVlblkZIGZVJn4P-SKVOrp2MNUdlsSccCTfe3HWPo2KgOOKSVOOIwtryfXe FOO zoo SWk-f2a9 8 dA t2 5 4 t3 3 2 1 I LI I 12 11 to 9 8 ] I LOADING(Pad) SPACING 2-0-0 C61. BEiL In (Told) No W PIATES GRIP TCU 20.0 Plate Grip DOL 1.25 TC 0.21 Vnd(LL) mre - we 900 MT20 24V190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vari fee - we 999 BCLL 0.0 An stress lrcr VEB WB 0.08 Hor2(TL) -0.00 ) Na nee BGDL 10.0 Code FBC201UTPI200) McVp-S Weight 391n FT=2P6 LUMBER- B\Mb), TOPCHORD 2x4 SP N0.2 TRD Structural eood sfaalhing directly applied or 8 Ooc patina, BOT CHORD 2x4 SP No.2 excnat nrd vertical WEBS 2x4 SP No.3 BRD Rigid ceiling directly aalled or 1PO-0 OF funding. OTHERS 2x4 SP Ni REACTIONS. All bearn,)-0-0. (lb)- Max Hou 12=%(LC 12) Max Uplib All uplift 1001borlessat)oiM(e)),9,11 Max Orev All reactions 2501b or less at loint(s)12,),8, 10,11 FORCES. (Ib)-Max.Comp.lMa,Ten,-Allforce5250(b)wlessexce epenshoen. NOTES 1)Wird:ASCE 7-10;VulU13Omph(3-second gust)Vicall 01 mph;T L=S.OMI;BCDL=5.0811 B=65S, 240;eave48;Cat. fl Expe;E.L,GCpl=0.t8I MMFRS(directtonp)and C-GCortrer o-192d340,Eded -Oto6-10- onn;C-Cfor members and forces&MW FRS for reactions shoem Lumber DO 1.50 plate grip DOL=1 2)Tmss designed for Wnd loads In the plane of the truss only. For uds aVosed to wind(nohe lace),see cad Industry Gape End Details as applicable,or consult waffled fourth,0 finer as per ANSIrtPI 1. 3)All plates are 2x4 W20 urines otherelas indicated. 4)Gable requires continuous bottom chord bearing. 5)TNssto be lullysheathed tram one face Orseduelybraceda Instlateral movemen(Le. web). 9)Gapa sluds spaced at 1-4-0 a. ))This truss has been designed fare 108 pat bOXom chord 1N load honcondurrent with any e Toads.8)•Thistrues has been designedforaliveroad o120.Opaf on a11 tomchordInallarseswctangle 36 0 tall by 2-0 vice Will fit bute nin the bottom chord and any other members. 9)Provide mechanical connection(by oll of Inss to bead g plate capable of annuantlirg 100111 uplift at Ours)),9,11, Q WAaXWa 'Maia prpe anMxe uM aFIa NOIE5 g1IItle ANa WtLWFO I/IER NEEENAXCEVAfiE Me)d]Jnu.rag dirsaimsecaE eMYgn MMln u»WYYJw INleab cuvnclm.M WYan 6rrxtloNYW rWmwtam Nnvm.m�arumMIN3M 4iMYq cemWnni.rot wInmwaosid", ns"'prrw erM rlaprarmrslveraylre[trrlcWlHo1[ICOM,paarpRr[m]pMmIYk�Malaelttle9Jnlnto tte nem nrrdrev oanN@ia�:aeaf a�oore.�aatamfNaerma�a mn..m a.varewarrwrram.mr nauelor+E lamw�vmo wmimmt nava @p'xvM1rMeed Wrmm�yardtoPraYwada.Rm vmm Walla Carnal@ilaYatl PapMYMn�e,rp�rgp pwAcergpolrp En kdkUlbn Goma dd@erY.TIBC/M W1 Godr9 Meraaam]MYMGamR neRNWINI6WM�ewN.Wea9aq BCN MINgCmWrrnl Ti EMaM. pyFlF MonilorP�Yan inn Ria MCIIMe.218 N.I�Steat 911ed12lbaaYIIM VRYfald. Tar .FL AatO JW Tress T.Type OrY P1Y 710159822 11901CFA EJ]C Jack-Open 18 1 Job Reference I luldir,I.P.Supply, Jasocroxi 1132258 8.0106 AF1202018 A1Teklnduc8ies,iro. Wed Jen 0413:31:35201] Pagat ID:MUiO1pFPaJJWIb?kZIGZyeMPtllzGV4i16K05mnLKlk%khVpsBpJNmOy.IO?vxyXc 22pg .pp ]po 3w1i 3 4. f2 3 a ^ z 1 3xa= ]-0a ]-0a LOADING(pol) SPACIMG 2-0-0 CM. MR. in 0.) IMMI _Al PLATES ORM TCU 20.0 Plate Gdp DOL 1.25 TO 0.6♦ Vert(LL) -0.O9 4-T >955 240 MT20 244H90 TCOL 10.0 Lumber DOL 1.25 BC 0.50 Verl -0.28 4-7 >301 180 BCLL 0.0 ' Rep Slimshgr VES WE 0.00 Hoa(TL) 0.00 2 We Na BCD, 10.0 Cods FBC201I/pPIZ00J Mold _MSW.I,M 2510 FT=20S LUMBIM SRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood shealingallready applied or a-0-0 co,pudlns. BOTCHORD 204 SP No.2 BOT CHORD Rigid calling direc0yapplied or l0-0-0a breNng. REACTIONS. QW31e) 3=1750bechanlcal,2=41W.",4=84I oahanlcsl Max Hoii 2=85(LC 12) Max Uplift 3=42(LC 12),2—TT(LC 12) Max Gray 3=1]5(LC 1),2=418(LC 1),4=125(LC 3) FORCES ppb)-Mex.Comp.MIDx.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind ASCE]-10;Vu11=130mpb(3-secmd gush Vasd=101mph;TCDL=S.Ops(BCDL6.Opaf;h=18ti;B=45it;L44ft;esus=4R Cat. 11;Exp B;End., 3Cp1=0.18;MW FRS(dlrec0oneg and GC Exledor(2)-20.9 to 0-e-12,Intenor(1)0-9-12 to&11-4 xone;GC for marathon and farces 8 MFRS for reactions shown;Lumber DOL-1.60 plate gnp DOL=1.80 2)This Area hes been designed lot a 1Co part bogom chord live bed nommncunent with any other live loads. 3)-This pass has been designed far a live load of 20.O1 on the potion chord In al areas skiers a reaargle 3L(; ai by 2-0+3 wide Will fit between the bottom chard and any ot0er members. 4)Rater to graphs)for tines to trues connaRlons. 6)Provide mechanical connection(by others)of tram to be o g plate cepade of vARnlaMing 10016 WIM at Joints)3,2, WG-yon,Mtlenpaxmlvr mtl PEPe NO]Ea ONTMK]NO PKLVOEO.WrEx eEGENJN[E PR6EILLlO]nr.O0.VA156EEaaESE V @�WXY la me aYY M1IUX0cumleGws.IM<MYnnkbasl.1.11npTanebrs9wwn,aM klolm h]hkhiolluYJIM{�ngxanl.roe aimaydan Paldeue.lea Wdlp deWm Ifusf VMN me RANbcLalNoltleggl I>xmieiwaq ptyaOYnawPNole 11'8 tla6T�Flonw waldl a9eledaaen.a nellahrneaeroaa�alw nue olo�ertew llmweomela,.nolamen�.a+r.walwlol t�al>«w�ucellN�am male �(• a 4wysret}IedMGS♦M�a'Io pevanicM[xm Mm WWAsaev' ✓J LYe/agpc}aNIY Wn�e.fapel,e,dgWhm Io9uOgn,n ALEaIM akr4"4.dNNwY.aeclMlaq dul'19 o11neasaM MsrMemS feaANe1/m1 YafN CXIwA.bNa9 aq lCLaMgCwMtlaanl War Paib FY eea. SYMyIMwmlM mayobetMn Mm Bale Wtlnlle.4leN lee encel.SlR312 NBFW4h VRY1314. - -- Tenq.FL a861e Job Tnss T.Type r Ory Ply 710158823 119010EA EVP Jerk-0pen 2 1 IJob Retmerca o Orel Baking ComporeNSupply, Jeok8NMl16,FI 32256 9.010sApr202016MI-IIIZGskes,Irc. Wed JanM1apJbl5201] Paget ID:hN1O1BFPwuIkVlblkZlGZy3MP-111xGVd]I6KOSmm_KukXMxVTa8pJ01mOPtO]vzy7Xc 2U-0 ]00 Sode.1:17.6 3 p 1z e � m z 1 m= ]66 ,be Plat OK M IX.YI— 12'0- 6 Edc 1 LOM (pal) SPACING- 2-GO C&. OEil. In (kC) sea LPo PIATES GRIP TOLL 20.0 Plata Grip DOL 1.25 TO Bad Yen(LL) 0.26 4-] s34B 240 WIND 244/190 TCDL 10.0 Lumber DOL 1.25 Be Bw Vam TL) -0.28 47 s301 100 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 No We BCDL 10.0 Code FBC2014?PYJ00] Miami Weight:2511, FT=20% LUMBER- BRACING TOPCHORD 2x4 Be No.2 TOPCHORD SIIutruna lwod sheatfylq dilrestly applied or 6Q0 x pudlre. BOT CHORD 2x4 Be No.2 BOT CHORD Rigid calling diredlyapphed or 10.00 x owing. REACTIONS. pial 3=17SMxhanlo ,2-01810-30,4=8 hank Max Herz 2=85(LC 12) Mex UDIIg 3=-52(LC 12),2=-140(LC 12),4=29(!-C 12) Mex Grew 3=1]5(LO 1),2=418(LC 1),4=125(LC 3) FORCES. (Ib)-Max.Comp Max Ten.-All forces 250 g1,)or less except wtlen shown. NOTES 1)Wind ASCE]-10;buff 30mph(3-second gust)VeBd=101mph;TCDLS Opaf;BCDL=S.Opal;h=18X;B=45fi L=24M1;eave74ft;Cat. 11;Fire B;Ewl.,GCpl=0.1B;MWFRS(dlredlonel)and C-C Drier 2)-209to6512,Interior(1)69-12tB6-114zone;MrdMt and right expoaed;C-C fpr members and forces&MWFRS for reactions shown;Lumber DO1L1.60 plate grip Wtr1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcument MITI wry other live leads, 3)-This truss has been designed fora five batt of 20.0psf on the bomm chord in all Braes wfiers a redangle 38-0 tall by 2-0-0 Wide MII fit adviser the bottom chord and any other member. 4)Rater to glyder(s)for Vues to three correction. 5)Provide mechanical xnnecflon(by others)of more to bearing plate capable of Mlhstanding 100 to Lplitt at pointed 3,4¢inept g1=lb) 2=140. Yxan'oul-.0ul0nperennrmmrO NEA0NME50N]NA9IMOM[LVOEa LY2x eEGEBIN[E PA4ELLL]Il)nr la(dAI68EFONEYSE tlaxpl�wm w,Ire..... m ao+vn n�car ewe paannlnn soca.,.�B for m IraNawa wuiry�omP.ianl.ror ermayY n.Belae�w.Bw MN3pde�ra mal VMNlIp 4TIlcRlN oltleYallbmleiasm]pc�nvel..a' Mia nt�W}�Inwll'e mare awrN deearL Boxgelaoaroekro Perernwcuaol Llnuan�wwmdarderdmaro.aorvy naulwlnlwlll>orevmdrembwmaoAre tR+/Vrs regAe]WrtYYYmObpewnicdl4La Mm�pa'+xxl LpEyaxl gegFlY Wn�e.fa9erintl PYb'xrNaWN NWPW Faa BM4. itA'aIMI.Mm3e.UNMY.aabl hon, cxpMlnaan'AhrvMt31HMXWMI VAMOYMa.OL-P9aq KLMMgCurwrYM LMy Mgmdon wreYle hon Ia6 Wle MORae.218H.res 9hwL9Ne912 NmWMI6 VR22114. Tripe.FL 3Y10 JobT11ge Thu Type s City Ply nolseezb U1801CFA HJ3P Dail Hip GIrtlN 2 1 Job cde 6anN Building Component Suply, JedGarville,Fl28 5.0200181filSWed JSn04131:362Paget ID:kIOiOIOFPWWlb?kZ1OTyyP-VuWUgWoPb4"BFmuB1mBpOXMryX4yNb 2-895 4-23 ' 2815 623 Seas=laaA 3 28 12 8 2 1 B 4 aN= 4-23 bRd Plate OgaNa IX Y)- 12'62-3 Etlpal LOADING(Def) SPACING 200 CSI. DEFL In (loc) Vdetl t/dFWfifighbl LATGRIP TOLL 20.0 Plate Gnp DOL 1.25 TO 0.63 V. (ILL) 0.04 47 >999 240T20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.50 Ven(iL) O.W 4] >802 180 BOLL 0.0 ' He Stress Incr NO WE 0.00 HordTL) -0.W 2 Na num BCDL 10.0 Code FBC2014/NP120 7 MNhk-M$ 7 to FT=20% LUMBER- BRACING TOP CHORD 2k4 SP No.2 TOP CHORD Stnctunal wood sheathing directly applied oro-2a oc Pudire. SOT CHORD 2k4 SP No.2 BOT CHORD Rigid calling directly applied or 1080 oc bracing. REAC'EONS. (Ibkize) 3 W wtftanlcal,228 3-14,4=1/Mechanlcal Mu Harz 1_--52(LC 4) Mst Uplift 3=-35(1-0 4),2=236(LC 4),4=50(LC 13) Mu Gray 3=W(LC 28),2=306(LG 28).4-3 (LC 3) FORCES. (Ib)-Mm.Comp.Ma .Ten.-Alltorces2W(lb)arleasaviceptw WShOW, NOTES 1)Wind ASCE 710;VMt-l3Bmph(3-second gust)Vasd=101mph;TCDL=S.Op f;BCDLd.Opsl; =181t;B=45ft;L=24X;uu,8=411,Cat. 11;EN B;Encl.,GOpb018;MFRS(dimmorm ;porch left and fight eatemed;Lumber DOL-1.60 plate gold DOlr1.60 2)This truss has been designed fora 10.0 list bottom olwrd Irm load noncomunent with any other live beds. 3)'This truss has been designed for a Ilve lead of 2D-0psi on the bottom cfwm In at areas where a mciamgle 3E-0MII by 2-0 0 wide will XI between the bottom chord and any other members. 4)Refer to girder(s)for truss to than connectlore. 5)Protide meManlcal mmectlon(by others)of truss to beading plate capable of w11115tandirg IW to uplift at)oings)3,4 evzpt aWb) 2=238. 6)Harger(s)or omer connection devices)shall be provided sufficient to support concentrated loads)370 down and 11410 up at 14-8,and 37O tlown and 1141b up at 1-6B on top chord,and 5510 down and 102 ib up at 1-4-9,and 551b down and l W It,up at 1-4-9 on bottom chord. The cosign selection of such connection devim(s)is the neponslNlXy,of others. 7)In the LOAD CASES)seDtloq loads applied to the face Of me lass are acted as front(F)or back(B). LOAD CASES) Standard 1)Dead♦Root Uve(balanced):Lumber Increase=1.25,Plate lnomam-I.25 Uniform Loads(pit) Ven:13_-E0,4-5=-20 Concentrated Leads pq Ven:6=71(Fa6,B-W)9--98(F=49,B=49) ALWIeMMa�Vxp OWpnPorWIWIBrt N4 eE<a NOTE3WI FXla INp M'LLYOEa NI/ERaEfEPRNCEV46EY611Anr la%YZOI6BEFOBE a4 E. oenmmwn nm rn•wnv woo bluko c<xuwe:im.nnaxn xr.w.,nly Wo oma eform lmnsw ,oi wwww—Wrwmi min upiamiam.setae ue.nw humpde wr mrat venN ire gpictwN oramBmr>'+wmstenaq pacelvrx'emmraw rut0eognu,nnnoverdl 4amaaedlr.aax.mn�.rneaalewe.emwexurNelnrawxama Wmme/�d.,ramamm..wv.Aamwie le.mwror mo perma,emla«lr.p MiTek' 6tlxgaretwYe4b GttltlYartlbpermlcdlZU Wl6l'+�4e Ferwul YBryatlpgvly Mneme. fagarvdprArl icerewmpx¢ rdHk`nIA Yaone.�Neefmin had Pos,rce 218 N. WW31 a9Alwo MV A=14rawxr.lpN9tlq aCL WgCmpwrwl Opl,FL EW&.'4. 9dEry BYpmaXm m�dMeBan lnslMle xY9nM.21BN1ee51ree1.9J6]I2.Ne�adM1y VA'Y1J14. large.FL 3x810 Job Taws Trw Type s ON Ply T1015B625 119010EA IMC Disposal Hip Groper 2 1 Job 16MI10e o tlml MO BWMip Comporwm Supply, JackuMilN,FI 32256 3 VibApr202016MITe WFZl Iee,INRJm? Jen O/1A31:3]201] Pege1 ID:NUiO19FPou4kVm]kZIOZyJrWP-z50kh46FZeId.3vNRJm9RMepWxTE3'!W(]OMV3oryy(e 1 mals i ssis I o-1D1 I as sa s sal Supe 1:23.3 a zea FF 12 h4 3 11 2 13 ] A a .y3= tl1 II ha 5 SSnS IN Plata OBsaIa IXY1- 12:02-11.EJgi LOADING(pall SPACING 2-00 M. DEFL In Qac) f0o1 LM PLATES GRIP TCLL 20.0 Rate Chip DOL1.25 TC 0.63 WdHLL) -0.05 7-10 >999 240 W20 244p90 TOOL 10.0 Lumber DOL 1.25 BC 0.51 Vee(R) -0.12 67 >999 180 BCLL 0.0Rep Stress Ina NO WB 0.34 H.(rL) 0.01 5 We are SCOL 10.0 Code FBC2014?PI2007 MaNx-MS WeIghL 421E FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing dlec'By applied or 6-0.0 oc Forum BOT CHORD 9W SP No.2 BOTCHORD Weld.111ag tiredly applied or 100.0 oc bradng. WEBS 20 SP No.3 REACTIONS. (IWsln) 4=133M1echonicel,2d1710.73,5=299I10echarecel Max Hort 2=0](LC 4) Max UPIM a=32(LC 4),2-181(LC 4) Max Grev 4=133(LC 1),2=582(LC 28),5=301(LC 28) FORCES, Sid-Max.Comp./Mex Ten.-All tomes 250(lb)arm excepteltlen shown. TOPCHORD 2-3-919114 BOT CHORD 2-7=44/875,6-0=44/875 WEBS 3-]=0.262,34_-918/46 NOTES 1)WtW:ASCE]-ID;Vdt=l3Lmpb(ase W gust)Veal=101mph;TCDIr60po;BCDL=5.0ps1;h=1811;ByS5ft;L44fl;��ve>fl;Cel. 11;EMS;Edit.,GQP=0.18;MFRS(interface),Lumber DOIa1.60 plate grip DO1-1.60 2)TNs truss hu been dulgned lora 10 D psi bottom chard We load noncorlcurrant wdh a mars rlNa loads. 3)'This truss has been designed for a 11ve load of 200psf on the Whom chord In o1 areas w4ere a rectangle 36-0 tell by 2-00 wile wil fit betasen the bottom chord and any other members. 4)Rater to Darlene)lar truss to mass comac0ons. 5)Protide mechanical connection(by others)of tau to beaMg plate capable of wahstanding 100 to up118 0 Joints)4 Bxcel Qt=16) 2=181. 6)Hanger(s)or other connecton devica(s)shop be provided sufficient to support concentrated loads)51 Ib down and 181E up at 0.2-8,51 Ib down and 181E up at 442-0,and 47 Ib down and 481E up at 7 0],and 47 ID down and 481E up at ]-Oct on top chord, and 6211,down Star 1351E up at 14 8,621E doom and 1351E up at 1i-9,1810 down and 2 to up at 42A,181It,down and 210 up 0 4-28,and 351E defeat at ]-0-],aha 351E dorm at ]-0-]on bottom chard, The m1pn(seledlon of such connection caveats)Is the respomiblltly of others. 7)In man LOAD CASE(S)eecufn,Ime,applietl to the face d Ne fuss ens nDled as tion[(F)or beds(B). LOAD CASE(S) Standard 1)Dead s Real Uva(bels ward):Lurnber Ircree :1.25,Plats Inchan,-1.25 Uniform Leeds(pro Ver,1-4=60,5.8-20 Concentrated Loads(Ib) Ver,f 0=112(F=56,B36)12-59(F=-29,8=-29) B=2)14=-51(F=25,B=25) Q sax.-exuyem'enyxamwmuwaa4oxorss ox rxra4xowccuo6o..w]sac aeras4xca vaeaw]nanr.roaraasrseawaa us[. �'' C"Y.'m M6rur�aYY'ulm M1e49�cnwcMplMaKW Bo�+eNYu{w11x>mn"fers Nrrwo.wlklormlMM]mI hYM won aavinl.rot mclndesio setae ue.me ledlerg een6r.a mut venN tte q{Y6dJIM of Wtlgr IxnmtetertaxiRxMv. de ewomxale mkaef6rurn,no I �.d�wmd��Nc-c.: .1° Io1pa 1> 4wV°' r:"d> ,mDe °"7, °�°'° SBD 1.>aHn MiTek lmtalbR Aaa3e.�NwY..erecMadd¢tgdnumamtllnuayakrru 1H51/INIOWIy CeIMa,D5Bd9eW aC3l Wlgnp COnp. 16904 9K1y Mamollm R.a'MLe M1dn l"6 WM YUIM1r1e,R1eN.L9e51r�1.916312 Nsut[IMVA2'131 E. � iertpanrl ear Jab Trw TmM Type r Oy Pry T1O159828 119010EA Hl]P gepNMI HID GING 1 1 .bb PelIIAT. o lienal BUMilq Component SlNDly, JukwmllN,FI32256 B.0t0sIb?kZKy3MITeklndaahiec,lle. Wed Jan641LpTo82O1] P4e1 ID:MUiOIpFP0WkVIbRk2t3ry3MPAHi4NJ6iK1ib)0UP0HEIB_GlpToeegfp53bEryjN2 3415 5315 &109 2-415 5315 441 ( tots 123.3 4 2.63 Ft2 12 SN 9 11 2 13 2 146 yH_ 2x4 II 3x4 5 5315 R&p &109 5315 M. 61] Plate Otlaets(XVI-- I2:0.2-1 LEtloel LOADING(psi) SPACING- 2-p0 CBI. DEFL. In (lac) Well tW PLATES GRIP TOLL 20.0Plate Gulp DOL 1.25 TC 0.63 Veng-L) 0.06 6-7 >999 240 W2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC am VNnTQ -0DA2 6&7 >999 180 BOLL 0.0 ' Rep Im ss Icor NO WR 0.34 Hool 0.01 5 We We BCDL 10.0 Coals FBC20141TPM7 Matdx-MS Weight 42 to FT=20% LUMBER- BRACIN I, TOPCHORD 2x4 SP No.2 TOPCHORD SbucMrN reaoE sheathing finally applied or 6-00 ecpudlrR. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid oellbq oressly Wheal or 100-O oc haler,. WEBS 2x4 SP No3 REACTIONS. (Ihlsce) 4=133Mtechanlral,2=51710-3-14,5=298IMechancon Max Hoa 2=8](LC 4) Max Uplift 4-38(LC 4),2=-293(LC 4),5=112(LC 4) FORCES. (Ib)-Max.CamplMax.Ten.-All falces 250(Ibiorless excepiwhen shown. TOPCHORD 23=-890899 BOT CHORD 2-]=-323/6311,6-]-32&836 WEBS 3-]=-83(262,3E=-8]9,339 NOTES 1)Wind ASCE 7-1d,VMt=130mph(3-secand gust)Vesd=101mph;TCD"Dpsl;9CD1r5Opsf;h=18ft:5=451,,Ir24ft;eave=46;Cat. 11;Elm B;Encl.,GCpi=0.18;MFRS(directions;);porch left and right exposed;Lumber DOL=1.60 pate Men DOIr1 AO 2)This table has been designed for a led per bottom afbrd Ilve load nonwllcurrbnt Win any other live bads. 3)-This truss hes been designed for aIlse land of 20.0psion the bottom Mord in all areas mere a recall 3&O WI by2-0 wade sill lit between the bottom chord anal anyottermamb6O. 4)Rater to giNerpu for truss to Imes immersions. 5)Provide mechanical connection(by others)of law to beefing plate capable of mrstanding 10O to uplift at pings)4 except Qtdb) 2=293,5=112. 6)Hangm(s)or other connection devke(s)shall be provided suf8clent to support concentrated leach)2016 down and 24Ib up m 42-8,2O 1D down and 2411,up at 4-2.8,and 47 Ib dose and 55 to up at ]-04,and 47 Ib dam and 55 to up at 704 on top chord, and]Slb Eowaand1351bupat 1-19,]51 easymaM13516upal 1-4-8,911,downantl2lbupel 4-28,911,tlosnand2lbupat 42-8 and 31 Ib aloin and 16 to up at ]-4],and 31 It,dash aM 16 to up M ]-0.]on bottom chard. The deng"eleNon 0 such cammacdon devices)is Me respor61M1I1y of othere. ])In the LOAD CASE(S)section,toads applied to the two of Ne from are lacteal as Iron(F)or back(B). LOAD CASE(S) Standard 1)Dead♦Race Use(balanced):Lumber In ocase=1.25,Plata Increase=1.25 Uniform Loads(poi) Ved:1d=E0,5E-20 C.Ptraled Loads Ob) Vert:10=113(F36,8=56)12-59(F= B=29)13=3(F4,134)14=51IF=-25,B=25) WA6NW0 Vniry N✓pngnmtlwe1—k- IEa ONI b l ANaWCLUOEa b/IEFPEFEMNLE/A4E M4)0la m.iWYM16 aEPoNnmon pq�vdk lu ux wYY!'4ai MIeMDmnmclw5.II816Yat kLx¢J dYY upcnp>anel[u Yarxl aJlslw mYgINMY dXtYmy emyw�mi.rut asame,sadn as�m.pn t4lary{pmdar mil vMhlrW R6fkWINo1 W99nlpanialMW aY Y��o4 assov Pasomeal dMaad ebvYtn. a 61}:(121akto nmvanl WCYep ol6tNkAp Mmwtoq/c cM1ramemEna Y� fellMWad Nmux'nl lf`atlp e k dw sa re[64w11w 5kGlllylntlb WevmicdlgfevAml>'aAxal> 0x1 hkxym]pq»MaaaoA, faIterspbace IepaOpx¢ kbtMM pia}+.�IlvbvY.e�a:Mx�mf aackgol ta9HOq hupSyNmt i9V4tl1/g11SdyC1MWD96E9aq KAI6WnpCmpvxM 6804 PoN EM&A. Sanst I.a.Wkab.hwn Ina Acle muturs 21e N.lee Sherr.916312.NmaMla VA 21314. Tekea.FL.1a Job Tmae Truss Type 4 Ory Ry 016962 119010EA M01 Monopika 12 1 Building Component Supply, Jackeonwlle,F32268 6.0109A 2U2016MITeklMusbiss,lrc. WeEJsn0413:31:392017 Pepef ID:h$UiOIgFPp lb4kZIGZt10yJMP-vTGnw5 RaN3mzjoTWM wmlW W hzyiXy Sao 540 1088 200 540 SOB 3d &'ale=t:[5.8 a co FI2 aws; 3 g � `a 9 2 + s B % by= brb II EMExoEo¢LowacX SW WMNTd lRoo MDTH WP ��MATM1NEoionEasi uiEnu FMr£6¢EiwEEx11&lnuss NiDiNE 9uFPoni 2 THEn uY TOp waoEMiwN3lav OiXEF6 MR EOUNGD E lira i0iXEMLWvEGD N'TRUGGES hisiNO¢E4EM6. tiYF6ILFOPLLt Pe0.iCeeLE'tEa DGWN'inU93E3NiXI3J3e1. d 0 1688 5$0 SOB � LOADING(pM) SPACING 240 CSI. DEFL In (loo) Weft UO PUTES GRIP TCIL 20.0 flats Grp DOL 1.25 TO 0.27 Ver(LL) 0.04 SB aBBB 240 MF20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Ved(TL) -0.05 " x889 IS0 BOLL 0.0 ' Rep Stress In[r YES WB 0.34 HOR(TL) 0.03 7 Na We BCDL 10.0 Code FBC2014 P12007 Mehlx-MS Weight:521E FT=M LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wGCd sheatNng directly applied or 6(,0 oc purlrs, BOTCHORD 2x4 SP NO2 except sod verticals. WEBS 2e4 SP No.3 BOTCHORD Rigid oaring directly applied or 846 m bracing. REACTIONS. (IWelze) 2558103-0,7- 9M()-3-8 Max Hors 2=114(LC 12) Max Uplift 2=-i 73(LC 12),7-129(LC 12) FORCES. fib)-Max.Comp/Max.Ten.-All tortes 250 gb)Orlon except Man stlown. TOP CHORD 2-3=6854468,57=39¢330 BOTCHORD 2-6=-517/611,5-51 71611 WEBS 35-634/537 NOTES- 1)Wing ASCE 7-10;Vult=l3emM(3aeccnd g.t)V.s -101mpN TCDL=5.0ps,BCDLS.OMf:h=18R;B=45ft;b24r;emv R;Cat. 11;Exp B;Encl.,GCIi 18;MW FRS(dnectionaq and C-C Exterof(2)-2-0-9 tO 0-9-0,Interor(1)040to 10-0-12 zone;porch len and rght exposegC-C for members and tortes&MW FRS for reecgons shown:Lumber DOL=1.60 plate gdp DOL=1.80 2)The buss has been O"gried for a 10.0 psi bottom"to live load nonconcurranl with any0lher I'Ne loads. 3j-The truss has been designed for a live Iced of 200pst on the bottom choN In ell areas Mena a rectangle 3 -o tell by2-0-0vnde afil fit between me bottom chaN and any other members. 4)Bee ming at lolo(s)7 considers parallel to groin value using ANSnPI 1 angle to grain formula. Building designer should Garry capeoty of beulng surface 5)Provide mecllanlcal connection(by others)of truss to beaMg plata capable of witbstaMirg 1001E uplift at folnt(s)euept gldb) 2=173,7-129 WIeNNe VMrytlaYpnpmmarmupnEJY NOIE50N IMR4XO M'CLYMONI2.FnEFEndMCE pdeE.46)<l]nr.fe931p16 BEPoas GGS Deb�n vLllb Irn ve aNy MAIM1 MIIe4D caxcduc IMs4sl{p k[xmrvlowY4x^Momalert N[mnmtlk Ia mMINrAwI GMWlpcompunent ml Wceq�4'a. a«Lp4Kcx�lad ko pent dr411rq oI4Ma�Mnl�MmwMaW/aclwtln�eniL.iauYY r NWnFuuygFb ^ora�+p�N M1�w�prea6radNre�an«alarea�N+c„IwM1r„�Yel>w=�M1L.��.,tlaoPamd«.«�. F««rrerdwd�ce.N9X�a9.,e MiTek rdMOMxv:ragg tleYwrv.macMmad a«ore or lovasaM lwentem;Fee4Np/Rn YKNyeXxIa.0.4dYaq BC9l autlgCenpwwYboa FL 2e10 . sdMy Mpmplgn wtl4de M1an lnm Rale MtlMe.R18 N.Ice SReel,a.Yleall AtrWrih VNS[JI4. iv�rpa,FL Mr0 Job T. Trues Type Oty Ply TIMSe23 Hill M1G Jack-0pen GlMer 2 1 Job Refershoa topsail Saudi,CPmporem Supply, J.1morxllk,FI MN 8.010s Apr20201a MiTek Mdddea,Im. Wad Jar0413:31:sg2017 Pa0at ID:hIUiOlgFPmAWlb? tGZy3MP-VTGU%NSKgReNmiZ101WnIE_IAm%amj"b2y)l(y 200 340 2-0 3O0 Sub=1'.10.2 3 4Co 12 pY 2 Qf e a 1 mrs= 300 300 Plot.olraMs ncn- 12�04e o-o-et _ LOADING(pat) SPACING- 2-00 CSI. OEM. In (los) Valet IM PLATES GRIP T" 20.0 Plate On DOL 1.25 TC o.31 Ven(LL) -0.01 M7 ,BBS 240 W20 2WIW TCDL 10.0 Lumber DOL 1.25 BC o.47 Ven(TL) -0.03 4BB 7 ,B 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.00 Hor2(TL) 0.00 3 We Na BOX1DO Cod. FBC2014RPI20W Metrix-MS WeIBM1t 121D FT=20% LUIIBFA- BRACING, TOP CHORD Zol SP No.2 TOP CHORD Structural word sheath ng dismayapphad or 340 oc purilns. BOT CHORD 2x4 SP Ni SOT CHORD Rgid calling drecey applleal or 1000 m bracing. REACTIONS. (IWeize) 3=101R4edsy.1,2=383030,4=234M lmrfl.11 Max Holz 2=51ILC 8) Mex Uphill 3-2616),2=-143(LC 8),4=72(LO 5) FORCES. (Ib)-Max.Oomp.miiax.Ten. Allfomes250(Ib)or1essexmptwhenshovm. NOTES- 1)WIM:ASCE 7-10;Vulp130mph(3-semmd gust)Vasil=101mph;TCDU5.Dpsf;BCDLd.Opsl;h=181t;B�51t;L=24It;esus=41[Cat. 11;Exp B;End,GCp1=0.18;MFRS Ullmalonel$mmh left and right exposeQ Lumber D01-=-160 plate grip DOI--I.W 2)This Voss has been resigned for a 100 path bodom choM live load Ioft,um anent sell any Other live bait'. 3)-This VYes has been designed fora live bait DI 20.0ps1 on the bottom chow In all areas where a Wtalple 3&Ol1I by2-0-0wice Wit[It between the Whom mord end any other members. 4)Refer to girders)for truss to truss connedlons. 5)ProAda,machaniml connector(by others)of trues to bearing plate capable of wilstarding 1001b uplift at Ioml 3,4 encepl gtdb) 2=143. 8)Hangens)or ether oonnmton deace(s)shall be pimmeb sufficient to suppoll commntrate0 lomm)370 to down am 1151b up at 2-012 on bottom clbrd. The deslgroselmBan d Such connector CevIoSS)Is le responsibility of others. n In the LOAD CASE(S)sedlon,loads applied to the face of the masa ars rotetl as front(F)or beck(B). LOAD CASES) Standard 1)Dead+Roof Use MaimmenC Lumber Iincrease-1.25,Plate Increase=1.25 Uniform Loads(pIQ Ven:I3= ,45=40 Corwritralel Loads(Ib) Ven:3=-370(8) WARNWO-VeXIVNtlpn pram.Im mOaFJO NOTEB QV VXISIMO AI'CLVMOMIIEX NEFERANCE44aEM).Anr.IOOYNI6 BEPoREYBE �wEM lwuee MYM11n MI1xM®cannecluli.Rh c�tlalbbEeOmlYurm lrnanelEf55nmm.mtlhMmMMNWY WrdlpmmryreOL ml dIrlmryekm Belwe ufe nvr WIJp de[brer mut wMN nes q{MICWYN oldeeal I,"aallelnlsa,W ryoVenv DcapxaR OMOe41I^lo flrearerJl AarV daR21.9Ytnobeacal]tlowevbnl[w#9n1YVI .poomweo Wla cM1n oomoUS. AMIbvgiu—eagnenna,mla¢M �• 4wlYrs realedla S2elNaMlo wewml rdl�wmm w++a Parses rE.rmaawerlvmr,me.ser aeras n,Eaa,a,lepaam ale lablcrmr Yaapa.amMeN,aredk»,aaerakGalrr�manlsmlerr..>aaL,xsumtowrycixw.Bx-suss acslawalrpcol�rr�l aoa P.m Frear. 9Y.Iyk40rrr0aCrwdd]e Yan Ma%ab Malls,rzla H.taeslreeLAlb]Iz,aem[IM VM1rz'1JIa. T.rlpe.FL Na10 Job Tem Tmw Type Cly Ply T1D16962B IMICEA MG3 Mon""pride, 1 1 lob RefereI6%meusftifreshens) Building Component Supply, Jackwmille,F132258 8.010eAp202018MP0gQ`JusNes, CXey7Rd3 CC 13:314020&9g7aY 1 U:MUIDI9FPdWIMb1x21OZyJM0-80 JCBBseylCXey]RIi3_Cg9Vg3W]8_eBJ]ryj%X -2-0-0 5612 514 ' 240 I 56-02 5 M10 ' 2M II Bch-1:258 4 I am 11 Ora c a 3 e 6 a z if tt 12 138 4 14 Is 65$ r Sale- au II g IIKGId�yl'II ] Sb92 106-0 5&12 S1d Ple1e 0ftm3 DL Y1- 12'0-06 Edoel &,0-3-00-161 LOADING(pc) SPACING 2-60 051. OEFL In (loo) IMell Ud PIATES GRIP TOLL 20.0 Plate She DOL 1.25 TO 0.36 V.,qu) 0.08 610 AN 240 w?) 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 VmLTL) -0.136-10 >957 1Be BCLL 0.0 ' Rep Stress Ina NO WB 0.60 Hon,(TL) -0.N ] Na No BCDL 10.0 Code FBC2014 1`12007 Mimi Weight:5216 7=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stludural wood alleetmng directly applied or 4811 M pudltN, BOTCHORD 2x4 SP No.1 except and verlcals. WEBS 2x4 SP No.3-ExoepP BOTCHORD Rigid ceiling credly applied or]-3.6 oc trading. 3-5:2x4 SP No.2 REACTIONS. (It/size) 2=102G03-0,] 12/65-0 Max Horz 2=115(LC 24) Mex Uplift 2=4n(LC 8),]-388(LC 8) FORCES. (Ib)-Max.ComplMax.Ten. Allforces250(Ib)aleas exceptamenshown. TOPCHORD 2-3=12]51621,5-]=-61&386 BOTCHORD 2-6=64]/1185,56=64]/1185 WEBS 3-6-3481489,8-5-1250869 NOTE& 1)Wind ASCE 7-10;V4t=13Gnp1(6secohd guab Vasd=t 01 mph;TCDIr5.0Psf;BCDl-S.0mal;h=18X;13-1511;1.=2411;eaysdft;Cat. 11;Exp S;Encl.,GCpI=0.18;MW FRS(diadleml);porch left and right exposed;Lumbar D01-160 plate gnp D01-1.60 2)Tbls tuts has been designed!fail 10.0 fast bottom chard INe lead nonWmune it vim any other live beds. 3)-This buss has been designed fora IW lead of 20.0gaf on the oftom chord In all areas there a rectangle 3 60 Or by 2-0-0 wide MII fit between the bottom chard and any otter members. 4)Bearing at(oinds)]considers coastal to grain value ming AN51?PI 1 single to grain formula. Building designer should venfy Wei of basing surface. 5)Provide mechanical connedlon(by others)of those to dealing plate capable of Wihatanding 100 to uplift at(cnl(s)except 01=1b) 2=4T],]=388. 6)Hange(s)or ether connection deNce(s)shall be pmNdW sufficient to support concentrated load(s)163 to down and 10916 up at 1012,163lb dram and toe Ib up at 2-54.183 to loam and 105 to W at 454,and 16516 deem and 10416 up M 654,and 291 trainer 8-54 an bottom chord. The tleslgrJseledlan of such connection tlavica(s)ie the responsiGliry of others. ])In the LOAD CASE(S)section,leads applletl to rhe face of the truss are noted as front(F)or bad(B). LOAD CME(S) Standard 1)Dead+Reef Live Ibelarhced):Lumber InImsele=1.25,Plane Imrease=1.25 Uniform Leeds(pli) Vent 14=60,5-8-20 Concentrated!Leads Ob) Vert 11=-183(B)12-163(8)13=-183(3)14=1 M(B) 5=1(B) AkeassamG VMryOaagnpuenslxe mOREIe NOlE9 PY]WBdNe W[LWEO xtlIEN NEFEMNCE/IOELi]4]e m.IpV➢WIEI90X aHL neYg Wtllw w¢anry ulT MlekWi`.ornecMn.Rh WYSnat AonIY�Tw�Wmrvlas9aw�a'dtMm MrtlMdMgcwnWnni.rot IrisaMlwn.Balae uv.IredYSptivJ,lur malvaXyIregCYcr<lmo1de[kRirvanotwwq goGMY hcogwad p tle`d moIrem ' wagmpr 9actq McaNealopreveRlwmboalMw rlamwooaa]w dwam.mlxna+v.wunoRon l�Nroormmdromvrmldafg ori�x�.R�o�o� a«mnea+adoll��a�'men�wRo�rR.�.oMxs°rimt sra�v�rn.aos va sc5 auq pcoa°��.Rl eeM P.x.F.e BNa. adel]Mamcllpn aWYtispom Ln6 PTSNVPMe.210 N.L0e 5MM.911ed11.NeaaMlry VR'IId14. lance,ft Yiate Job Trus There Type , Oy Ply T101596 0 IIWICEA Tot German 1 1 Job 16 Mires(ooM1orell BUMing Comporent Guppry, Jsksmille,Fl 32256 a.01osAR202U16MiwOlnd9mdIY4NhD89 l,Ck 3:3,:412017Page, iD:MUiOI9FPou4kVIb7kZIGZ}3n4P-sOF1'.T4My401*CBgBlxbGke4TVJ?'I_GLeK(CZryjX1V 200 s601z-0U ' S"aoo � saa I soo I 200 ' 3[eb=1:25.8 4xs II 3 4 a F12 3 14 2 �4 6 azo= 3W= So-0 100.0 SOO S60 LOADING ('' SPACING- 200 CSI. DEF- In 0.) li IM PLATES GRIP TCI1 20.0 Rate GOP DOL 1.25 TO 0.27 Ved(LL) 0.01 6-12 >999 240 W20 2441190 TCDL 100 Lumber DOL 1.25 BC 027 Ved(TL) -0.05 S, >99B 130 BCLL 0.0Rep Stress lni YES WB 008 Hoa(TL) 0.01 4 We ma BCDL 10.0 Code FBC201MFPI2oW Matrix MS Weight 391b FT=20% LUMBER- BRACING- TOP CHORD 914 SP No.2 TOP CHORD G w,,tuel wood sheathing directly spphed or e1oc pumns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applled or 82-9 oc blechg. WEBS 914 SP No.3 REACTIONS. (Ibelxe) 2=523/030,4=523{0&0 Man Horz 2=25(LC 10) Max Uplift 2=976(LC 12),4=-176(LC 12) FORCES. (Ib)-Max.Cdnp.Mlex.Ten.-All Bros 250(Ib)or les except Mlen shown. TOP CHORD 23:: 47/585,34=647/535 BOT CHORD 26=464/576,46=484/576 NOTES t)Unbelencetl use live loads have been considered for this driagn. 2)Wind:ASCE 7-10;Vu16130mph(3-second gust)Varal01 mph;TCDL=5.0psh BCDL_5 i hi Oft;B=45X;I--24X;save=4X;Cat. 11;Exp B;Encl.,GCp1=O.18;MIFFS(directional)and C-C Exleri-24-9 to 09-0,Inhalant)09-0 to 5-0-0,Seth i2)5.00 to 800 zone;p rmh left and right extioni C for members arM koros&MFRS for reatlbirs shown;Lumber DOL=1.60 plate grip DOb1.60 3)This loss has been designed fora 10.0 put Whom chord Use load nanconormint wtlh any other me,loans. 41-This Ws has been deslgnetl for a live load of 20Opsf on the bottom chom!in all areas where a rectangle 36 0 tall by2-0-0wide will fit between the bobom cMrd and any other members. 5)Potter mechai connection(by others)of truss to Dearng plate capable of w hslantlln,100 In uplift et jeinl(s)except Qt=lb) 2_176,4=176. tl WI RNWaVUUy Megn{wumnmmLPERa NOTEe PY 1N5.1NO NICLUOEOYIGfNEFK<XCE IEM L►>m.IYOY[O1FaEPoRE USE. I .G�n IeMewnnw9as.RC tL�k�etloNYW rVN{e�tlwxagtbmkgM3M WdnPcdnpmnLro xysl Iwl 11 lutl9gde�w{mW Valrylra apAlc2aIN W U91k1n PaaYeV{nmdpWaRYfa:uMrale atEmb{Moroovm.A MM1 WL B tri 14.aletlabPe�radcaV9d4WMAd FRMeDmVa cludmena{naaiY.Ib]bd RmWUYTd49nrvnwn la.r lti{ M e kW loWevenlcdl�.e MnWWAa CwNR✓1fMrYutlPVPrIYmrM1O>.iWWMI W1arV E¢ BPo4Peb FY6M. asN,,M9aaydHNay.er ,-nu.u'1rAdIrN6VM11iy Mbmi ree4NH/111101YIy 144Mb.DILMOq N)l4nNgCarpurra Ts .FL sari SdMy IrSmmWn uvWd#e taR rias%ale InStlMe.RI9 N.Im Slree1.91b312Ns0YM VAY3314. 'rW JODTulsa Tru Type Ply T10158611 119010EA TOIGE GABLE i I Job Rebrerce(ap4aM) Bwldinp Componxm Srgply, Jeckmmllk.FI92266 Apr 2020 2lldlsaeJan 0418:31:427 Pp ID:hIUIgFPmAkViOR2(32MP-KydWCOroKEMAPW8yANl3Gg� X -2LL0 540 100-0 1200 ' 240 540 500 2-00 SWa=129.T x511 4 4.W12 w% w II 91411 3a4G 3 5 3 4 t 15 16 2"411 17 '2.411 i6 1e 4at2% 2M II 412> 1040 to-o-p Plata odNet (xn-- iro400- -in lso-4o o-1-nt LOADING(Psi) SPACWG 2-40 CSI. -EFL. n flue) II Ud PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 TO 0.55 Ved(L,) 0.49 28 >244 240 MT20 24411N TCDL 10.0 Lun0er DOL 1.25 BC 0.84 V.,(TL) -0.63 28 >184 IN BCLL 0.0 ' Rep Stress 1. YES WB O.OD HOR(TLI 0.01 6 Na No BCDL 1Do Code FBC20147rPI1007 Mathx-S Wdgd:4410 FT=20% LUMBER- emmG- TOP CHORD 2x4 SP No.2 TOP CHORD Structural vood sheathing directlysai or 64,0 oc pudlns. BOT CHORD 2x4 SP NoA DOT CHORD MgId telling directly applied or 7-2-13 oc bractrg. OTHERS 2x4 SP No.3 REACTIONS. (D/slze) 2=520Af 8=52dOJb Mex Horz 2=22(LG 10) Mex Uplift 2=476(LC 12),6=-1 76ft-C 12) FORCES. (lb)-Max.Comp.M .Ten.-AIL fomes 250(ID)or lase except when shown. TOP CHORD 2-4=5621552,4-6=562/552 BOTCHORD 2-5=4431513 NOTES, 1)Unbalanced roof Ilve(cads have been considered for His coni 2)WIN:ASCE 7-10;Vu9=IWulph(3ewwd gust)Ven1=101mph;TCD1=5.0ps1;BCDLd.Opsf;h=18ft;8=159;L=24ft;eave=2fl;Cat. Il;EV B;Erwl.,GCpi=().18;MFRS(directional)and C-C Comer(3)-249 he 0-11-7,Elderloul O11-7 to 540,Conorl 5-0-0 to 81 zone;pomh left and right expwetl;G-G for members will forces S MFRS for rsudlons shown;Lumber DOL=1.60 plate grip DOLd.60 3)Truss designed for wnd loads In the plane of the imps wry. For studs exposed to wind(normal to the face(,see Standard Industry Gado End Debate as applicable,or consult owilled Wtding designer as per ANSVTPI 1. 4)Cede studs spaced at 1-40 oc. 5)This Muss has been designed for a 10.0 ped Will chord Inde load nonconet neat war any other live loads. 6)-This Hese has been designed for a Inde load of 20.OPM on the bottom chord In ail areas Mem a rectangle 3 Dtall by 2-OR Wide will 61 between the Whom choM and any other members. 7)Provide mechanical connection(by others)of tense to bearing plate capable of w4hstandftg 10012 uplift at jolnt(s)axcapl g1=I0) 2=176,6=176 Q W4FNWOVN/yCWpnpumrelxemo....7ea YrX19 Ala XY1..sQ.4.PIeE M%)OA m.1601erur PoPEY9E CeYp1 vaitl fwure MYmm Mlltli®coniedws.Rh Wm-1tIrmadJYupen pdanarda Ywwn.cMalum Ff.'...d can,Imrdl Nmsylem BBlde ve.lae WdhpdµY¢1 mW vemN Iron 9FGM,WIN or�tlp�pdannlers wJ gqurlY kcdpdaM Fk ticdnMawm dWpde99n. awlnp YVA letlblolxnmi[ucLlYgolh�M]Hewers uA/d lwtl membasaYY addlMrd ln^Pe1W ab�lmw., . e 6dwolsleaYutl ld Mlllymlbgevenl cdkxae Mm P-vtle psl'AvulLeryadpc{surly WlWe.(d0.dpNldce rePd4q Re klvcdlM Slnorea .O9NW.erPCIMatl GsfV dlnreeawW MmT9lenK smAXWMIhMIy CIMM,DMd>aN lC9l WYMpCOmlKmnl BM4Pob EMaW pdMy INdmmon wSYM Yam inn RapkMklle.RI6 N.Iee51eeL 9Jle312 Ne2OYYb.VPRTd14. Tnrye,FL a3a10 Job T. Tlw Type ' Ory Ply 710159632 119010EA T02 Commtn 1 1 Job Raftereence(Oppose) dYNlrp ConpdWMeupply, JapkaRrwille,Fl92256 6.0106APr20201 -oFV7y" es,Illa Wed%dgaHA3:31:43oyPgHSpel 16.MUiOIpFPoUAIN169kZIGZy3MPaFV?yFA0921(Ci_N%oZIPM1tlgweMY9TwIZoypgHSryl%11 SOO 1080 ' So-0 540 Sod, lJ6A 3w8= 2 4M 12 12 11 1. 1e 3 1 Id 6- 34= 100.0 in" PI t C8 ek(%Y)- It'41-0 EOg 1 IYO-3-0 Etl 1 13o-1O Etl el LOADING (peqAt DER. In (cc) "I Lb PLATES amp TC1 20.0e Gtlp DOL 1.25 TC 0.27 VeHILL) 0.22 6-9 >537 210 MF20 24U190 TCDL 10.00.51 Veft(TL) -0.aD 6-9 >403 180BCLL 0.0Dw Horz(TL) 0.01 1 We Ne L0.0e FBC2014?PI200] Matrix-MS Weight:31 lb FT=20% LUMBER- BR ICNG TOPCHORD 2x4 SP No.2 TOPCHORD Structural woo]sheathing directly applied or 6-0 oc Whim. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling d'vecllyepplied M 9-7-30a bracing. REACTIONS. (Ibelia) 1=40NO3-0,3y10dO3-0 Mex Horz 1=98(LC 10) Mex Uplift 1=917(LC 12),3=1 17(LC 12) FORCES. (Ib)-Max Comp.M .Ten.-Allfov:es250(IL)orlessexc tMenshown. TOP CHORD 1-2=-098/349,23=-09&349 NOTES 1)Unbalanced mof live loads have bean considered for this design. 2)WIrN:ASCE 7-10;VUI1=130mph(3-saconC gust)VaW-101 mph;TCDL=5.Ops1;BCDLd.0pef;h=181t;B t51t;L=2411;eave-Ift;Cat. II;Eap B;Encl.,GCp60.I S;MW FRS(drectbnel)and C-C ExtadaQ2)00.0 b 3-0-0,IMedor(1)3-80 to 50.0,Extarior(2)6-0-0 to 8-0-0 zone;porch left and right eplased;C-C for members and forces 6 MWFRS for reactions shown;Lumber 001-1.60 plate grip DOL=1.60 3)This Was hall been designed for a 10.0 psi WHOM Chord Na load mncomurrent with any other live bark. 4)'This truss has been designed fora live load of 20.Opsf on the WHOM Gard In ail areas aluse a rectangle 3EO tall by2-0O wide will fit behwean the boftom choN and arty other members. 5)Provitle mechanical connection(by omere)of Imes to bee ing plate ca OdAe of WtMtantling 1 to uplift m joint(.)except(IUb) 1=117,3=117. QWAMNa-Vwwy 4vwnp�rervrm nnOflEAa NOTES QY 11aB AXe M'CL UOEa MIIEN XEFEMNCE/A4E NV1Al]m.16aY3JIeaEiUXE U.E �INIM1MIMm1Y wAm rJLIWW wn�wcXrs.RhtlxYTkPaaOonlYrFw»�1�or�elm.Wcvm.adhlamMIMXM MAdigcompuant rot • ohloncm.cerwe rao.ire sumpd�pw�m�4r roiWnw g4AkvtllNolaauP.pamwrenw PorchRkwao,�W eu:am9a Rnotreo.orm wueN�. amRwRaoowakro pmenr l,<uRnolR.uw.ola��oawor�mramomnr.�wY.luLenonm lemaoiwmac�owrneram9 M k• kRwap rewree intKCywAlowa.Xalmlmwwlmpmea.noroleVr me woPerNamrroe. r«9eaWaauLakarawmvxw IUMICUIbrL sluo3e.63WerwerecMagaecLtlolnrseiaWlnmeYxlarnv uaVlNTn WOLh Mxb.medYOq RfJI euNWrp Canporwnl YMVeM EatlaM. qNy ManpXon gJktle Rdnlnm MN RmRMa 21a N.lPe54W1.9J1e.I R,Plewtl4l VARl1 J. Teiry0.Al aa61p JoeThose Truss TOa ON PH 0169833 119010EA 703 CGnmpn 1 1 JOU nce o rcml Building CanponN4SWPly cksom JeilN92 ,FI B.OtOSAp202016 16saiMITekiMucrnes,Irc. Wei Jen 0413:31:49201] Peget IO:hNidgFPoUAkVIU9kZ1GZy31HP0FVTyF�1002KY!_NXOZMMggOMWSTv,IzoypgHSzp%U SO-0 1000 S00 ~ S00 0.N 12 2 ] 8 8 B 4611 N6 II 3 1 1� l 5 46 I ass II 1ooB aoo Plate dNMa 04Y1- 12'030 Edpel 14'Etl 0301 LOAdNG(pN) SPATgG 2-00 CSI. DEFL. In (Nc) gdM1 Vd PLATES GRIP TOLL 20.0 Pleta Grip DOL 1.25 TO 0.88 Ved(LL) 0.43 b5 a2M 240 W20 2A190 TCDL Jr.. Lornber DOL 1.25 BC 0.81 Ved(iL) -0.62 45 >189 180 BGLL 0.0 ' Rep Siren Ina VES WB 0.00 Horz(TLJ 0.01 4 Ne Ne BCDL Jr.. Code FBC2011] P12007 lostr B Weight X, th FT=20% LUMBER. BRACING- TOPCHORD Sol SP N0.2 TOPCHORD Structural wood sheatNrg direcfiy applied or 640 oc whim, BOT CHORD 914 SP No.1 imadd.6 corti,als. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 96-8 oc bracing. REACTIONS. OtVslze) 5=3BB/Mectanlcel,4-38840echanical Max Horz 550(LC 10) Max Upilfl 5=114(LO 12).4=-1 14fiLC 12) FORCES (N)-Mex Comp.Mlax.Ten. All tortes 250(Ib)or 1098 except Man shear. TOPCHORD 1-2=3lU75,2-3-Wln75,1x-2911174,34=-29Vi74 BOTCHORD 4-5240/304 NOTES, 1)Unbalanced mot live leads have been considered for IhN design. 2)Wm0:ASCE 7-10;Vuu=130mph(3-second gust)Vasd=101mph;TCDL6.Opsf;BCDLd.Opsf;1b188;B= Sft;1r24A;eave74A;Cel. 11;Exp B;Erol.,GCpi=O.18;MFRS(directional)and C-C El terior(2)0-1-12 to 3-1-12,InteriOr(1)31-12 W 5-0-0,Etrlenorl2)5 0 0 to 840 zone;and vertical left and right exposed;porch left and right exposeb;C-C for members and forces 8 MFRS for reactions shorn; -umber DOL=1 BO plate grip DOL--1.60 3)This truss has been designed for a 10.0 mi bottom choM live load noncencuvent will airy other live lcaus. 4)"This true hes,been designed for a live Iced of 200pa1 on Once botlom chord In all areas abera a rectangle 3-6-0 tall by 2-0-0aide Wit fit between the Whom choM and airy other members. 5)Rater to girders)for tmn to truss connections. 6)Provide mechanical con a lOn(by others)M Muss to bearing plata mpaMa of 1Nltstantling 10016 MIA at joint(s)except gt=1b) 5=114,4=114. Q wAMIMa- o..ONOTE50MlM1a INOWCLVOEVWIErt aEFEl4 NCE..Faa)eo m.160.Y.tl16BEPoXE VSE. �Vr WOrauw v IeWF con✓durt.Rhtleudnfs OCNYur..W�anete¢51urvm.aNalwm MlNMd dlcVlq canWrenl.ror dM.[iI,cieoUnG.eis—ghosinaikdfBpbOCLL3reaer m�sl veXN lrpM4TlkMMlyolc§WF,pcerewndalnrsoJ gopalY hcaW aleMaeWnMoerwevdl Mile! 6tivmy[ra#l�laiktNYmlWpe9enlcdlgeewllh�M F�mYtPeYm]pWsrIY WrWe. rmg ier,l pltNce repalp Ma 901 Parke EM BH. Ndkulbl alaoae.C9YaY.aecbnaddMMMollnme3adlnfaMlariarae/J4L/IPII(idYCMIb.pHdFatl 9C91 W Wn9CuriWrwnl .Gl 88610 kINY Ii4urMon mW1He ann lna Rale MIMe.21BH.laelTeeL SIb 311,NevaMk3 VRTYd14. ]e^V° Job Truce Tns3 Type r r Ory Ply 015083 110010EA TCO Cammon 1 f Job Refererce doral B.IIEIIq Compalnm Suppry, JmkwmilM.FI32256 oA lb?PWSol y36MITekIMaNwtTk11a. Wed Jam 04/3:31:4420f] Page i ID:MUiOIg25-410 tbRYZ862YJINP-GR3NeeBa 512By)MHOeDgMlM1nnuCe9jlcYNpuxy(M 600 &106 12-01d 10b0 2N 10 R]ed 321-02 38-00 ' 360 i 6-163 BPi2 6612 8110 2110 bPe I SS< Suits 1'6.o Srb= e M 6 c Rs 3m 38% 5 ] 2M II 00 12 8 8 aw. 4 s> 3 0 z] 24 R it 6 e 9 6/6 +s t4 13tz .,a= 2e, II 25- 36= 860 1000 2786 32112 3040 000 02-] 884 683 S6d Plate O6sMs(XVI- [2'D-1- Edoell@03-0(b2-01 LOADING(pal) SPACING, 2-0-0 CSI. OEFL In (Irc) Well W PlATE6 GRIP TCLL 20.0 Plate Odp DOL 1.25 TC 0.5] Vert(LL) -0.131]-23 >999 2C0 MRIJ 244190 TCOL 10.0 Lumbar DOL 1.25 BC 0.35 Vert(TL) -0.39 159 >881 180 BOLL 0.0 ' Had Simea lnor YES WB 0.92 Ho2(IL) D.OB 13 Na Na BCDL 10.0 Code FBC2014rtP12007 Matflx-MS Welghb 13fib FT=20% LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOP CHORD S3ucWtal Woad sheathing dlrellyapp1led or 3-80 a yudins. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling Gredlyapplied or 604foc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibe.) 11=]2/03-0,2=1120N-SG,,li19]1N-58 Man Harz 2=85(-C 11) Mex Uplift 11=62(LC 10),2-118(LC 12),13-267(LC 12) Max Gray 11=183(LC 22),2=1120(LC 1),111971(LC 1) FORCES. (lb)-Max.Comp.M4ax Ten.-All lomes 250(ID)w leas except wfien shown. TOPCHORD 23=-216&322,55=-1815/25368=-777/160,8-7=-77&158,7-9=2238089, 9-10=-2541090,10-11=162 BOTCHORD 2-1]-25620111,15-T1-13311360,12-13=52",11-12=-5249 WEBS 317-414/159,59-2/562,5-15=8512 W,]-15-14811030,7-1 3=-169 0 2 88, 10-13-6271<18 NOTES 1)Unbalanced mot live loses have been conadered nor this design. 2)Win:ASCE]-10;Vu1t=13Gnph(3secolM gist)Vasil=101 mph;TCD".0lsf BCDL-S.Opsl;h=18ft;B=45ft:t-Wft;eave3ft;Cal. ll;Em B;Erol.,GCpl-0,R:MW FRS(directional)and C-C Extedor(2)-2-0-9 to 1-9-1,IMenor(1)1-91101360,Edelior(2)19 0 0 to 22-010 zone;porch right aRwead;C-C for members add forces&MFRS for teachad,shown;Lumber DOL-1.60 plate one DOL=18O 3)This truss hes been designed lot a 10.0 par bottom chord live load noncollcunent Win any other live be&. 4)-ThIs truss hes been catigned for a live load of 20Dps1 on the bottom chord in all areas where a rectangle 3BO ml by 260 wide WII 111 between Me bollom chool aM any other members. 5)Provide mechanical connection(by others)of flues to beefing plate capable of Malang,1001b uplift W joint(.)i i except gL-Cb) 2=116,13=24]. QWA.RIMaVaNy du'pnAwwMee MaFIO Na]ES aN IW54Na NCt YOEO.WIEN PEFERANCE I<OEY610Anr.1M1AY'e0166EEOXY9E Ce9P,AUW WeMY`w11n MRHWcmnaclwx.IlJCJrlal�k4ma,MYulm Rxunelers Lnwm.mtlalwm MflWlitl MIYW51um . I�ep6m Belvue ue.ilw de6gamunvenN9>N�>Yhal WYp�paanalarsaYlPW�bYYN'RWawYINolM ovn,oll �Y� agree deal. ®axle hacmen owewnn+eldanaalmMaw ll�weonnelR rnwamerwaao,ar.�Nalmnlnnlnwwnnaceea�Pal l.,..arvt MiTek' kRwgiraENatMakaMllYml+o PevenlcWPYA'MInW�6e@Nee4 LWaYadpgaaYawa�e.Fw Ve�w�d PwN.N' mP dlq n° �Ibl slagR' .�aY.eleClbnaddM9olMmeraq WCMienR a'B/,MI/IP114aYh GlMC.DMdi aM aCY hAfIPCmlpanNe 06W PxMx EN B1A. 9yM/114amotlm a.'uMbYan Yam Rab YMMe.RIe N.lee SM+.SII.31201evm]el VRY1311. ienq,FL 33610 JabTess TmasType , ON Ply 0159835 11901 CEA TMA Comnen 2 1 JOD ReNrenw o -Dual Bupdnp Cwnponwn Slgpty, Je3tearv11le,Fl32258 8.0 lb?kZ0 y3 MRex IMuaNea,Inc. Wed Jen M13:31:45201) Pagel 10:MLVOIg 1109Vlb]xZIGZ2794 01NVCGMrbIIWw vM2vCPe]BxbwsGGlwLKxy1X8 TOT B10b 124Y4 18a0 25115 2P9i 36ae 3600 2-0-0 bt0a 6012 &U12 6410 A410 � L&8 5-0J 0O1e=1:66.1 $IB= 6 26 6 sss Sale s ) D II 4W 12 a 9 tel 4 4E a 0 2] 24 z 1 11 � 1] 16 15 11 1a 12 4s6_ M_ 4x10= 36 d10= 24 n _ 36= Bb9 1980 2]9J 32d 12 _ 3840 Me B2-] 1 891 4448 sB4 Plat Dnsels f%Y1- F210-1-1 Edge],IS' 0.241 111'0.1-B EdI f LOADING(psi) SPACING- 2-0-0 C81. OEFL In (la) VdM L/tl PLATFB GRIP TCU 20.0 Plate OWN DOL 1.25 TO 0.57 Ved(LL) -0.191)-M >999 240 MT20 24U190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Veft(TL) -0.39151] >861 1W BOLL 0.0 ' Rep Stress Inv YES WB 0.82 HocdTL) 0.06 13 We Ne BCDL 10.0 Code FBC2014,TPI2087 Metrix-MS Weight:IM lb FT=20% LUNBEW BRACINO- TOPCHORD 2x4 SP N0.2 TOPCHORD Structural wood sheaOing directly applied or 3-&0 oc purins. BOTCHORD 20 SP No.2 BOTCHORD Rigid calling dradtyappllW or 6-60 oc bracing. WEBS 2x4 SP 14.3 REACTIONS. (Ib51ze) 11=]2Mlechanirai 2=1120058,13=19]1/0-58 Max Hors 2_M(LC 11) Max Uplift II=82(LC 10),2-11 B(LC 12),13=24)(LC 12) Mex Gm 11=183(LC 22),2=1120(LC 1),13=19)1RLC 1) FORCES. do)-Was.Corop Max Ten.-All 1.250(lb)orleseexceptwtlenshown. TOP CHORD 2 3=-218&322,38=1815459,S6=-]A/160,8-J=]]&150,>-�-223/10139, 910=-2501090,10-11=&5)2 BOTCHORD 2-9=2584001,15-1]=13W13W,12-13=52MU,11-12=5240 WEBS &i]-414/159,51]=-W582,5-15=8514W,)-15=14&l M,7-13=1883O6 , 10-13=827/438 NOTES- 1) OTES1)UnbalanaA roof We loads have been considered for this design. 2)Wick:ASCE 7-10;V0 t=I30mph(3-second gust)Vasd=101 mph;TCDL-5.0peq BCDLd.Opsf;h-1 OR,13=4511;Lr388;neva-Sff;CM. 11;Exp B;Encl.,GCpL--0.18;MFRS(dmcaMad)and C-C Exlador(2)-2-0-9 to 101,Intenor(t)1-81 to 1900,Extenor(2)16O0 to 22-310 zone;porch right exposed;O-C for Real and lorces 8 MFRS for readoas shown;Weber DOL=1.60 plate gnp DOL-1.80 3)Tins buss has bean deagned for a 10.0 psf bows ctrok]We load nonconcurrent With anyothe,INe 0ads. 4)-TMs truss has been dealgned for a Iive load of Krung on the bosom chord In all areas Where a rectangle 38-0 fall W 2-00 eve tall f11 b.th aen the bons lord and any over members. 5)Refer to girders)for Russ to Wsa connedlons. 8)Provide mechanical connection(by others)of truss to refund plate capable of wBDSUnding 1 W Ib uplift at Iacuts)I I except OWn) 2=116,13=247. qR ly M M P M6 sE ... m 'IM r II 1 A 4 N N IUN,AM k• WI 1 tl Inyu 4a�VAn - YW If p�v kx .mal. 9W gpk'q Ivery.x tl lbemlrM{o JMM1nlasyslem /JI51/1%I GrldIrY ,IM1rp,aSEJ9aM aCN IIYJF9Cwnparanr W44 FYb EY BI.tl. tyely eywmWMr mroKia aur %ak lniMWe218N1 ee1.5uI1e312N RWIlaVF)R]1<. TrrIPL FL 3810 Job T11us T.Type ' GIy F%' 710150030 119010EA T41 Commm 1 1 Job Baha16MI " Monty BOgirg Component Supply, Jeo4wpMlle,Fl32250 AV 20 Uiea.Irc. Wed Jan 0413:31:40 IUmzlge1 16.hNIOIpFPoUABVIb7xZIGZy3n4P-CgBeeFCUSUj8eG58TM1O61F6NBZ1Mg2A0lJxllAmzyjXR 580 6100 12-0151 1800 '6410 2]4 4 22-512 38-00 4860 2-00 ~ 6188 8012 6012 8410 T. 68-0 ~ 534 2�P0 3 16 16]6 6m= a 4m i 26 4x5 RH ami 5 ] y01 40 12 B a �J 4m> 10 se 2B 11 1 1B 17 1a 15 14 13 4m= sm= 4Yt0= sas 4oft 2M she_ 989 18-00 21.84 92-5-12 3800 889 82-] 6B4 4&B 58d Plata OX ats IXVl-- 12' - - Ftl 11603-062511 LOADING(Pat) SPACING- 2-60 CSI. DER_ In (loo) IMeO Ud PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TO 0.57 Veftg L) -0.1318-21 AW 240 MT20 244/180 TCDL 10.0 Lumber DOL 1.25 SC 0.86 Veft(TL) -0.3816-18 AST 160 BELL 0.0 ' Rep Stress Inor YES WE 0.92 Horz(TL) 0.08 14 Na We BCDL 10.0 Code FBC2014?PI2007 McNx-MS Weight 1071b FT=20M. 1.1.11111131211. BRACING- TOPCHORD 2x4 SP Not TOPCHORD SMudulal wood sheathing direc4ly applied or 68-15 dopurlion. BOT CHORD 2x4 SP No.2 BOT CHORD Rl,ld wllbq dlredly ep,11Nor 560 do bossing. WEBS 2x4 SP No3 REACTIONS. pi lalze) 2=1121/658,14=1883m-58,11=202Po30 Mex Horz 2=05(LC 11) Mex Uplift 2=-418(LC 12).14=-236(LC 12),11=148(LC 12) Mex G.2=1121(LO 1),14=1983(LC 1),11=- lSILO 22) FORCES. (Ib)-Max.Comp./Max Ten. At tomes 250(Ib)or lace except Mten shown. TOP CHORD 2-3-21681336,3-5=481W67.56—]]9/165,6-7=-781/172,7- -210/1081, 810=-24M OS3,10-11=WS76 BOT CHORD 2-18=-233@004,16-18=-106/1362,13-14-529m,11-13-52M WEBS 3-18=414/159,5-18=-&562,5-16=-851207,7-16-132/1027,7-14=16581359, 10-14=6051405 NOTES- 1)Unbalanced mot live loads Have been considered for this dealpn. 2)WIN:ASCE 7-10;Vult=130mpb(3secondgust)Vmd=101mph;TCDt---SDpsl;BCDLS.Opw;h=18X;13=45ft;L=38ft;eave-S8;Cat. II;Exp B;End..GCp'=0.18;MFRS(Elredlonai)and C-C ExteNr(2)-2-0-9 to 1-8-1,Interior(l)1 9.1 to 1460,EgeOor(2)19,0 0 to 22-9.10 zone;porch right elmoam;C-C for members end forces 6 MFRS for rembons shown;Lumber DOL-1.So plate grip DOL=1.60 3)TNs mate has been designed fora 10.0 psi bottom chord live load rv,monourrentµ11h any other live bads. 4)-This tmss has been designed for alive load of 20.Opst on the bottom chord In all areas where a rmtm,le 36-0 fall by 2,)41 wide will fit betanden the bottom chord and any other members. 5)Provide mechanical conne,ron(Dy oNers)of truss to bearing plate capable of witYmtanding 100 In uplift at jdntis)erne 01=Ib) 2=118,14=236,T1=148, Q wJ RN Na-vat Ertlan paar�anen.p NOTES(MIM IND PI YOEOYIIEa PEFEMNLE lees aallP m.10OYN11 selosEY9E UvdW's"la—.1µ11n.11.cmn:clua OtdeYT tMM MY��mngaunelersflwwn rntih W m NN3x11 lwldlgcwnr^✓int.ml TmayLan BdaeuBe.Ihad4Jp darAyta'rrxMlegy llwg411couW ddesq,paanalertwJ gMerlY Hcu1>y-ale Mdw�m Flo Me watll IJhptleOpi.Ba Xp9,dvee[16b Peven1111dMpdYeRM'xd lnmweDmf/acMG memlersaYY.P6]Mxx twn{duyatl�rrvwnl daclrp a WaR leplad la SkdllyaglOPevaMCWgesxYn LariJenwMM e01YavJ PgnrlYdurltVa, ice P asond—sa r�wdry er {Y Calpr Mpae.tWlwry.erecltnatl daGlp oIII1RNUMOwry[Iema aaV49VMl�fY<XMb.DI6dauW 6<N WIIO•q CanpOMnl ®OIP2iq Ke. SYe6'yygmyM w.WMeYgli M1�AMIayWMle,RIa N.lea SeeSt$Jb311,Ne�atlyy VR2Yd14. Ta,ryr,1FL'p610 Jab Two True Type CRY PN 015883] 119010EA d2 Hip 1 1 oD Referenda Loonaft Bidding Composs Suppy, facagmine,-132266 8.0108 Apr 2020ta Milacilluuviea,ilc. Vveu,ian 04 13:31:4112017 roller ID:MUICIgFPo,AMfib?Ur1G OMP- Wu?vEe_SZAPBRA6TaOg)m3NBrH9lyEWeyhN%P 200 62-8 11-]i 1]-0.0 1800 21-0-0 2Ib0 3R5-02 340.0 <0'0'0 2" 62-0 SN2 Si1R 200 o 484 608 S&1 200 dole=l:3BA AL= 2H 1 36- e / e a da; 441 or 3.0c are 1R 5 B 1a c 4u s t+ m e f1 z tz Ir dbl 18 m 17 +a 1s 14 4e5= 36= d10= 3e0= b5= w set= O1 11L-0 1900 zt-0A 2!-Bd 32S+z s84o NN4/ 41-2 z-00 ?00 6-41 44V8 M PIN 011sds f%YI— (80340-2A1 !80390-2A1 LOADING(pen SPACING 2-0-0 CM. REFI In Oa) Watt LIC PLATES amp TCU- 20.0 Plata GOa DOL 1.25 TO 0.67 Vad(LL) -0.221]-19 >999 240 WIN) 24VIN TCDL 10.0 Lumbar DOL 1.25 SO 0.92 Ved(TL) -0.841]-19 >518 led BCLL 0.0 ' Rep Stress lna YES WB 0.83 HorzQL) 0.08 15 No No BCDL 10.0 Code FSC201MP12007 Wtdx-MS Weight:1821E FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP No.2 TOPCHORD Slrudural wood sheatong drecdya indt or 383 oc pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD Ngld caging directly applied or 2-2-0 oc brsclllg. WEBS 2x4 SP No.3 WEBS 1Row at modal 5-11 REACTIONS (Neiza) 2=1148+8",15=18531058,12=284/030 Mar Hors 2=]n(LG 11) Mex Uplift 2=-129(LG 12),15=-1MILD 12),12-1 A(LC 12) Mex G.2=1148nLC 1),15=1811),12=3]0(LC 22) FORCES (Ib)-Max.Com,tt Ten.-All lomes 250(Ib)orlese except wfian shown. TOP CHORD 2-3=2327/443,3�5=2014/3%.56=-93&259,64=6391271,7-4-8392)1, 8 9=-95&263,9-11=-93/184,11-12=-55300 BOTCHORD 2-14_-3442158,1]-19=255/159,15-1]=]2=11,14-15=4568,12-14=4569 WEBS 5-19=-3531148,5-19=0154],5-1]=89123],9.1]=2]311653,9.15=-1525/384, 11-16=50W354 NOTES- 1) OTES1)Unbalanced dent live foods have bean considered for this design. 2)Wind ASCE 7-10;V01=130mph(3-second gust)Vasd=101 mph;TCDLd.opaf;BCD".0psf;R18tt;B=45f;1a38Ib eawa-51q Cat. 11;Exp B;Encl..GCpi=0.18;MFRS(directional)and C-C Enedm(2)-2-0-9 to 1-41,IhedogH 1-9-1101]-0 0,Exterior(2)17 0.0 W 2140,Intedor(1)28-0E to 1889 zone;porch Hght exposegOC for members and forces 8 MW FRS for dom ons shown;Lumber DOL--1 S0 plate gdp DOL=1 60 3)PmAde ad"date drain;,,¢to prevent water WMIN. 4)This Trus has bean designed fora 10.0 psf bottom chord IKar load nonconcurrent with any other live loads. 5)'This truss hes been designed for a Ilve load of 20.Opof on the bohom Mord In all areas More a rectangle 3fi-0 tall by 2-0-0 wide x111 it between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to beaMg plate capable of whhslanding 1001E uplift at johns)except(jtdb) 2=129,15=196,12=1P Asaft Wn VMlyTtlprpe,nnierwuMBGnNn1E40N 11IISIMa MCLVBEO MIIEx aEfENMCE IIOEM)Il)rev.laxYNIe BEPoPEVEE hound...—.WP l aftina wngxwnL rot 111fficaud telae m.11¢WRMg pes�mv mill vallh ole gLikQYry or,bRTLrmwlaeaq PWe4Yelcwpa4re xddazVr Mo6wwertll Wrly WLLyr. amtgb]calNbb4Rvan1 WCWrp o+xM4]fl MmweaadM WtlmerrlGvaaey.ftllbW YrMruVaNLanualldaCxq ktlw.Te reaxGeO krfk[1MYmtlbpewnlcdl4Ra Mmfu¢Lie CdVadlxeYagpcp911V W11 A.rwgnxtl P4]vx:elW3tAOXra BW4Pehe.. aWkaMn WrWe.dexrerY.aecMmA dacYgol RlsMaMllmeMem%se94NL/INISMb QIwYr.Beed9ml CYBINgC4Tp4^e^1 Byely eYgn ynr Wtl[[h M1mrinea FMle xrellMe.2la N.lm slrw4alb 312 NeaatlMVAYAII. lop.,FL YM1 IJob Tmsa Trllse Type • Gly Ply notwe36 119010EA T43 Hip 1 1 ob Refer fo tend) Building Component Supply, JazMnvllle.FI32256 8.0 16MTek e ed Jan041331.42 ] PagB IO: OI9FPoUMVibGZyWPdPUCOFrtPlh1.gyWINNGR5GU6ryl%O -20-0 ]1014 1sO0 te40 z3N "I 32-s1z 360-0 2M 2.60 ]-to14 N-2 400 440 4 4 aie s64 200 sale.ree.e as It = tea II 5 2] ]B 6 as ]B ] 4y5 aei aNe 4.00 12 .1 6 e 445 1 10 es11 31 6t2 a 6 1B 19 I] 18 15 14 13 3ti5= SW Bxfi d10 400 2[4 3r5= Y10-iC 1540 2300 2hBd 34592 3840 T10-14 ]-t-2 64D 4L4 460 5$i COMING(pN) SPACWG- 2-60 C81. OER. j M (Loc) Weft W PLATES GRIP TILL 20.0 Plate Grry DOL 1.25 TC 0.5] Ved(LL) i 1]-19 >BBB 240 MT20 24G190 TCDL 10.0 tunDar DOL 1.25 BC 0.]i Vee(TL) 01]-19 >B99 180 BCLL 0.0 flap Stress lots VES WB 0.93 HmdTL) 5 14 Na Na BCDL 10.0 Gode FBC2014/TPI21%17 Miami Weigh:19114 FT 20% LUMBER- BRACING TOPCHORO 'a4 SP No.2 TOPCHORD Stm[tuml wand streaming directly applle0 or 6]-0x patina. BOTCHORD 2x4 Be N0.2 BOTCHORD Rigid tailing directly applied or Si I Mhall WEBS 2x4 SP No.3'ExcepP 31]:2x4 SP NO2 REACTIONS, fivad e) 2=1125N-SA,14=195Q/PSE,i t=214U3-0 Max Herz 2=89(-C 10) Max Uplift 2=-121(LC 12),14-228(LC 12),11-153(LC 12) Max Gmv 2=1125(LC 1),14=1950(LC 1),11294(LC22) FORCES, gift-Mas.CompAshm Ten.-All f.oc.250(IIft We.except Men shown. TOP CHORD 2-3-2153/417,35=-127MS9.S6=-1 135308,a-]=-329118,7-8-398/103, &1 R-228/1059,10-11=0/808 BOT CHORD 2-19=-314/1982,1]-19-314/1882.15-1]-45/823,1415=962/341,13-14=-55M, 11-13=-559/8 WEBS 3-19=42]9,3-1]=90M224,615=E2Y229,845=3Y)X15]5,8-14-1638998, 10-14-5911`362.6 17-941516 NOTES 1)Unbalanced mol live loans have been conespered lot this dealgn. 2)Wind:ASCE 7-10:VW=130mph(3-Second glut)Vaso=101 mph;TCDL=5.Opsf;BCDL-S.(paI;h-1 OR;BdSIq 1=38X:ases-5lq Gat. II;Et¢B;Encl.,GGp=018;MFRS(directional)and GC Estill (2)-2-69 to 1-9-1,ImetmD)I-9-1 to 15-0-0,Erdwior(2)1&00 to 28-4-8,Inmetohl)2848 to 460-9 zone;pooh fight exposed;G-G for members and farces 8 MFRS for reactions shown;Lnomer DO11=1.50 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This tmw has been designed for a 10.0 pat bottom chord live load nomormument Mm arty Omer live lower. 5)-This toss has been deafthed for a live food of 20.01u1 on me ba8an chord in all areas Mom a reclangle M-0 tall by M4 Woe will fit between the bottom chord and any other membem. 6)Provide mechanical coned loo(by others)Of tm88 to bear plate capable of wXhstaMing too Ib upIIX at Joints)except MAb) 2=121,14=228,11=153. Q weaned�VV wwiipneroe.mCeEIO XOFEEYN]MS JNY EICL UOEOYIIEN aEfE.L NCEVJYEMK>I)3rev.f0 ',r eEfP4EY5E Ce4gr.Iw um WY..MIINeDYNINWd MNQ1p eanVnrc"t-1 dk WIhpe+oVpM1ovens, ovens, NlaeaJs.Ilpl4hbEgpdevemslTlpCd�mWkPus%lMeYowpMW�ptMgaYqk�iFAIam0.n�YsNxxuehl M.1q.Pc.MXelloYredmwargMngYg.H1nalYwpwaM ink iiond Vu�bll¢o vaWp IXhp 4wdWho-G.KP7methe Kormoq debar, eeUYkE• .e Mtl. YMy InlmnmM a✓.YYAe ban rots,Roar,Pmail 218 N.Lee SheatWho 312 N ,rOnd 3 VA Me. Tknpk.FL Y1810 Jc8 Trus Thae Type > MY PN T1e15883B 11901GFA T44 Mp 1 1 'J bRel f otl II Gone,Component Supply. Jeckeonvilla.FI32256 BD/Oebp tGZOf6MITekI GWj.I 3, Jan041391:50201) Page f Ip:hNi0lpFPeuAOVIDykZ1GZyJMP-5DFe0JGPYPA3PM1%V2T5ct W IOcuOPYthIY4jXN 29-0 a-1LL11 13-00 21458 2560 TJ-B1 32-612 36-0U lO0'U 290 &1LL11 H1 460 2B1 b88 66l 2U0 ,SIW=190.] &e 11 05 3M_ 4.00 12 l 28 27 28 5 20 6 4h5 d6 u an b6 3 0 u 31 24 8 ,B 2 pld d 17 18 15 1613 12 1/ as= n4 h sal 41a= zl4 h 3x5= dap= s.9— 61914 1390 2048 2540 T.-4 32592 3 4 89914 61-2 F68 l88 2Hl b6B 56l PlateOffsal fM0.406-2- 11 2-00-2-01 LOAMNG(pal) SPACING 240 CSI. OEFL In (lac) Well w PLATES GRIP TCLL 20.0 Plate Chip DOL 1.25 TC 0.85 Wm(LL) -0.1315-1] AN 240 W20 2"190 TCDL 10.0 Camper DOL L25 SC 0.61 VeQR) -03414-15 >969 180 BCLL 0.0 ' Rep Stress Incr YEB WB 0.81 Rcm(TL) 004 12 We Na BCDL 10.0 Code FBC2014RPt200] Metrix-MS Weight 18410 FT=20% LUMBER, BRACING. TOP CHORD 2x4 SP Not TOP CHORD Struclural moac sheathing directly applied ort-2-0 oc Whirs. BOT CHORD 9W SP N0.2 BOT CHORD Rigid calling drecllyapplied or 5-15 oc bracing. WEBS 2x4 SP NO3 REACTIONS. (IWsi2e) 2=109M0.&8,12=20]9/0.58,9=11]1030 Max Hoa 2--61(LC 11) Max Uptllt 2=-124(LC 12),12=-219(LC 12),9=-lM(LC 21) Max 0.2=1090(LC 1),122W8(11-0 1),9=19MLC 22) FORCES, (Ib)-MBx.Comp.t1Wn.Ten.-Alllomes250(Ib)orlesse%capiwhenshmen. TOP CHORD 2-3=21OW43M 3 =44W".b6-12]&34$&6=fi 11216,6-]=-]151219, )8=-2 W11369,8-9=W994 ROT CHORD 299=-338/1963,15-1]=33W1943,14-15=30601.1214=-1285/344,1192=-9210, 411=-92110 WEBS 3-15=-)iM18],5-1�-14MJ25,Slb75WW,]-1a-0142118,]-12=-1LIM414, 8.12=-647/402 NOTES 1)UMeanced roof We loads(lave been considere0 f0r mis design. 2)Wind:ASCE 7-10;Vult=130mph(3secon0 gust)Warl01 mph;TCDL=5.OIui;BCDL=50pa1;h=18ft;BA5ft;L,388;sevec5q Cat. II;Exp B;Encl.,GCpi=0.18;MFRS(directional)and GC E%Iertor(2)-2-0.9101-9-1,INadohl)1-H1 to 1340,EMelbr(2)13-0-0 to 304 8,Interme(1)30.46 to 40492ms;porch night egiose0;C-C for members and forces&MFRS for reactions shorn;Lumber DOL=160 plate grip DOL=1.60 3)Provide adequate drainage to prevent water pending. 4)This th ss has been designed for B 100 psf bottom Chord live bad nOnconcunenl MN any other IIVe l0ads. 5)-This truss has been designed lot a live load 0120 0ps1 on the bottom chord In all areas mom a rectalgia 380 telt by 240 vide will III between the bottom chord"airy after members. 6)Provbe mechanical connection(by of ralaf of loss to basmN plate capably of wlthalaMlrg 100 ID upllO at Idnl(s)accept gt=1b) 2=124,12219,9=1]8. AL-- for WdeNNabr ms mYy` MI1N6cauiecta M[Jzl,} In Mod cd -moelm Nown.,tW h lw m MN b, wcomi—I,rot IlW ipbm�ldea&a¢dIMg Iam�elveMy Xn¢Hkd1N Idx4T pmmraieem]am�hYMo,Pmub Barks�'rinI.me adl awpdo+m. am,era�aledawPrewnawuxyaMEliYW LrmvreDvvl/a tivnamertOa[wYy.MUX[lY brrMaYavlt�rrvaarlhwiV MiTek xaw.awedrormmNvawrol.ae0l�ma wraPo+mla Permrrol tvnmuwamNmeae.w9MiarraBdaNw repay-0Bre wvare.E.a el+a. kM4Ka. sell IIEMMallonaa,Ad�rYrY.EaMencMlbffin emrodBTeBllugbo,f2 1I8N.leaaftSiapple 31312 NaM1 VAMC1a.aByDWfaro BCLOrpnY04rK1aen1 te,rps GL a3610 all Tl1Ws T.Type a OIY iBY T10i5 1I :10EA 145 Hip 1 1 Job Pelererca Donal BUNirg'areasM Supply, Jedaarvllle,fl32258 B.Ot0aApn 202018 MiTek lnuMea.lnc. Wed Jen 0913:91:51201] Paget ID.hNiOlpFPou4kVIDYkZ1GZy3MP-Zn IdxGUSOLId1D 3GFOH2J90GeA8LKWOBIH Midi 2-00 510.16 11-0-0 15014 1900 21d3 2700 32-12 380.0 40-00 20.0 5-0OH 51-2 M14 911-2 24-3 S]-13 51-2 51019 200 Sub=169.] 46 ®611 x4 II 96= a 4 ax — m a s m z] a ze ] e 43 o zs 3 9 n A i1a z if td 1 d 3 12 18 1] 18 1616 art- sP �= 4M= x411 yu`= a10= .10= ads= z1JJ 2]-0-0 'ffi0-0 sz-1-z 3800 2 B60 21_3 l 5]13 0 4-12 S1Of9 Plate Ctt ate(XY} 1,03-00.2- 1 — LOADING(psi) SPACING- 2-00 CSI. DEF�00 Yeah Ud PUT" ORW ,CLL 20.0 Plate Gnp DOL 1.25 TC 0.54 Ved >999 240 MF20 244/190 TCDL 10.0 Lumber OCT 1.25 BC 0.88 VBd >452 183 BCLL 0.0 ' Rep SVm,Inv YES W B 0.88 HorzNa Na BCDL 10.0 Code FBC2014R'PI2007 Milan S Weight:184 to FT=20% LUMBER- _ _ BRACING TOPCHORD 2x4 SP Nw2 TOPCHORD Stmctural wood ahaetNng directly applied or 3-95 da padllce. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid waling directly applied or 5-2-3 oc bracing. WEBS 20 SP No.3'Exwpt' 5,17:2x4 SP No.2 REACTIONS. Plead.) 2=1109)-58,13=2034/058,10=152X3-0 Mel Harz 2=53(1_C 11) Max UPIIR 2=-121(1_012),13-225(1_C 12),10=-156(1_0 12) Max Grey 2=1113(LG 21),13=20M(LC f),10212(LC 22) FORCES. (lb)-Max.Corbeftax.Ten.-Ala foMm 250(Ib)dries,exwptsfien Sill TOPCHORD 23=-222W457,34=IM7XQ 5=1%IMU,56=7BL1] ,67=7854M, ]8—MJ196.8-9—2491264,9-1RA1B41 BOTCHORD 2-18-3602065,1]-16=3892085,1517—1 W14]9,13lr -li8W345,12-13—]]813q o-1z—nW3o WEBS 31]=539183,4-1]=0/310,5-1]=4255,515-399Y2109,319=8194IXi, S1 rz85522],313=-188Y394,6-15=3091]8 NOTES 1)Unbalanced mb Ilve Ione here been considered for MIs design. 2)Win:ASCE]-1q Vu11=1 admen(34sc nd gust)droll Mph;TGDL=S 0di BCDLd.OPsf;h=1 Btt;B=rIM;1--M;eam-5tt:Cat. II;Exp B;EmL,GCO-0.18;MFRS(directoreQ and C-C Extvior(2)-2-0-9 to 191,Interid(1)1 91 to 11-0-q EAelim(2)11-0-0 to 32-12,Interiol(1)3512 to 400-9 Zone;porch right exposed;GC for members and fmws 8 MFRS for harder.shosn;Lumber DOL=1.80 plate Bob DOL-1.110 3)Provide adequate drainage to prevent Water ponlg. 4)This Huss has been designed for a 10.0 mf bottom coded INe load nonconcurrmt Who airy other live leads. 5)'This Imes has been designed for a five batt of 200psf on the began chord In all areas share a ractangae 3 6-0 tall by 20 O aid. vela fit between the bottom chord and any other members. e)Phi mechanical connection(by others)of now to bearing plate capable of withstanding 100 He uplift at)oinds)except Oub) 2=121,13-225,10=156 �WI(M'MG-VMIy Mtlenper+erelxeenoassdadoas.rMa4NORCLVOEOIMExaefEa<N[EPFfiE."] ne lO0NID5aadfiedSe. WLLeT WY]rorlxa dVY MIIoovor,r Xn.MsWNpraIrr+xlweY WTr[bamalerteMown.nntlklumYWArd 1w¢1tlq anrWmnt ml M1lnryLan.BeWewxIN tWJq vidtlger most veliN Ila q dbfiM of of parmataf cont Pv, :Iy��Mrole In,odenInlo s,e over, Iwaga®1ar.WaWl9YrawladkroaeVaM aroNllgalnmuallrmwnbm]ln aara maranal:oay alM.xle.'er tnermareatdalal WOW x tlxap solid sebarYmlb Pevenl add x1m MWMe l9wdWkxVWpcpalYmm9e.(ar 9erwrtl aJMx:ereyxrlrpM tolha l eM�.Olcoie eecXcnatl[mcYgd 18 N.tatl Mm Wso 31 wa/,NVTII W V314.nb.Wad9 mq K,l euYXnGCorTorrenl 1...IP. a Ftl aM. ayelylNpnrWr aNd,s Yan brev np1e M1Me.418 N.leealrae1.5J6312.Nexa'A4i VAxR314. Terrya FL am10 Job Tmas This,Type • Oty Ply 7101588/1 IINICEA T46 Hip I I Joe no.. oral Bell Camca0ent Supply, Jackwmilk,R 32256 3.010.Apr20201.MITexIMlasi .0— Wad Jen0913:31:52201] Paget ID:hNiOIgFPo lb?aZ y9MP-1zYRJHI1 NZFgy% iL3_YY.1o6u1rUo QO AXL 2183 ZIB4 296031-0-0 3aN0 ,4P60 , 2-00� 3t'ab=1S0.] 4m V2 2,411 �- 3A 11 &'1z= 45= 36= 3 4 2]5 211 87N 'd0 2 25 � 31 32 11 12j��A dl 18 I] 18 15 14 13 4,s- ass 4xi aw= — a.s= Ono= lsza z1.Ha 2191 3340 e 60 92-3 93-15 a3 290'0 x 96U Plate Otheres0 [2,IY1 14EdgelI ' OQ231 IB'61-8 -0l 1&'0.2-462-01 Ik0300.2-BI I140.2i 0-2-01 LOADING(Pa0 SPACING- 2-0-0 CSI. DEFL In goc) And W PLATES GRN TCU_ 20.0 Plate Gni,DOL 1.25 TC 0.76 Ve g-f-) 0.221324 0555 240 MRO 2,VLM90 TGDL 10.0 Lumber DOL 1.25 Be O. Vee(TL) 0.381324 A24 180 BCDL 10.0BCU_ 0 ' Rep CareFCs2014RP12o0]Ina YES Melnix-7692 Horz(TL) BOB 13 Na We Weight l]]Ib FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structure!wood sheathing directly applied or 3-8-3 oP pudlns. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid calling directly applied or S2-3 no bleI WEBS 2x4 SP No.3 REACTIONS. ifich a) 2=1115/053,13=1976/0-55,11=199m30 Max Herz 2,1$(LC 11) Max Uplift 2=-120(LC 12),13=-223(LC 12),11-159(LC 12) Max 0.2=1122(LC 21),13=19M(LC 1),11-230(LC 22) FORCES. (lb)-Nan.CompJMa,Tear-All falces250 get orless except Wharf shos0. TOP CHORD 23=-2127/450,30.191 7/398,4-5=-1881/3TQ 5-7-1887/376,]-8=880/154, 8-9=-1854112,9-10=-19&1140,10-11-101/900 BOTCHORD 2-18-342/1958,1]-18-236/1T ,15-17-91890,1315=-1112/328,11-13=E21I118 WEBS 318-258/161,4-18-48Po64,s1)-4081]4,]-1]=25311125,]15 x-843264, &15=3742164,813=9490(/34,1613=-52&288 I1OTE& 1)UnhaNrsed mot live loads have been considered for this design. 2)WIM:ASCE]-to;Vet=Bumph(3sewod goat)Vast6lolmph;TCD".Olni;BCDL=S.Op f,,h=18X;B=45X:438X;esvedX;Cat. II;Exp B;Erol.,GCpi50.18;MFRS(dlladionel)..it C-C Exledm(2)-2-0-9 to 1 9-1,Intedor(1)1-&1 to 660,Eltedor(2)9(-0to 34-48,Interior(i)34-45 to 4049 zone;parch night exposed;C-C for members and fomes 8 MFRS for rese lops shove;Lumber DOL=1.60 plate gap DOV1.80 3)PmVIde adequate drainage to present water pending. 4)This Mae has been designed for a 10.0 an bottom chord live load wnwnwrrent wth any ether INe loads. 5)'This lines has been designed for B live Iced of 2COPel on the babse chord In all areas Mere a rectangle 36-0 tall by 2-0-0 Wde WHO lit betWean the potent chord and any other members. 6)Provide mechanical connection(by others)of truss to healing plate escape of Withstand,100 It,IVA al loinl(e)except gidb) 2=120,1 --223,11=159. WA9Hale-Ve Erlpnpe, tm and RUD OTEaea)a9xNOM'CLVOEa MIIExaEFEaxXCEYAVE.glllanv.fa0Ne15 aEFONEVSE s{,n MaMweaYyHm Mlrtar do4,:Ym.RY W,fN Metlomr4.1 Nco hosiYom,.m]e1u NI-NUN .00enrr , ni.rot Ines ryalem,Mrae�.Ma dYsp eery W�mKl valfy Ila q W c?lIN of aE�q�pzm,elel5 an wgalr hcupuak XM eef Mir NM a'e mi®rtl WOV dY4rr.SacMrticdsekrolmenlbKallgolfv.Ma•1lmvebm"J/udwerrarn[aaaiY.I4'll rut lernM aYanlnnrv�u,ll 1p M k' td+rn+raWrae for Yaalvamlowarnnl=dlmrnwlml�wt+e oerdrxaWya,ewowYrdaama. wrmamaadore rewsvra eves E..l Bbe. ItlekwlMn YpoJa.ealrryV.erecMandacYgdlneEs asha]Z ]Inma6MW1N1GMIN C1xeMafLMaq eCH&M9tler^Wrlera faire..FL mto !ytl)ayylaprypr weYtiv M1gnln¢Rab Fe0Ma.219 N.W Slrwl.aeledl2 Nsertvxll VAY[alE. Job Truss T.Type • DIY Ply T10159612 I19DICEA T47G Hip Order 1 1 Job Pat. IRefeem Bud ,Component SutyF3266 BOtOSAp202081UmlKll _ giealenwla.alxeulrFinger ID:M1IUDIgFPOWNbtkZGZy3MP-MiJwrbJbm#LOmtloAPXp08(e_vAky%J 8-00 ]40 1225 1]L10 22815 2]P4 31-00 3300 4080 200 ]�00 52-5 6M 625 52-6 3212 ]-00 200 Store=189.] 603 12 ass_ 4s6= 34 11 34= Ina= ram so, i 3 26 T] 4 23 01 30 631 6 32 731 U 35 36 a 37 B 111 � d 19 30 as 13 10 41 11 18 42 43 46 15 0.S d6 14 41a 40 12 1)A If 46= 3x12 M193H3= 4x10= '.i®= M It 41 316= 5x12= ]40 12.x6 nL1a zzB1s x7.84 T-0A 3300 ]-00 S25 62-6 525 S26 3212 7-00 Ple D95a18(XY)- 13'64-0 - l I]'0-2-D 0.2-0118'0-M12,63-0111242-00.2-01115'0.2-00-2-01 LOAMNO(Pel) SPACING- 2-00 CSI. DEP_ In (loo) Wan L/tl PIATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.98 WIMU-) -0.31 18 6999 240 MT20 24VI90 TCDL 10.0 Lumber DOL 1.25 SC O.W VBr(TL) -0.80 1&19 9417 180 M18SHS 21) 190 BOLL 0.0 Rep Stress Ina NO WB 0.90 Hma TL) 0.11 13 Na Not BCDL 10.0 Code FBC2014y P1200] M91r%-MS Weight 176 111 FT=20% LUMBER- BRACING TOP CHORD &N SP No.l•ExcepC TOP CHORD Structure!¢mad sheathing directly applied. 3$8-9:2x4 SP SS BOT CHORD RIgl0 celling dOscllyapplletl or 2-7-12 Oc trading. BOTCHORD 2x4 SP om.I •Excel 1014:2x4 SP No.2 WEBS 2x4 SP No3'EMaOt' 4167-16.6-15:2x4 SP No.t REACTIONS. (Ib/alre) 2=1890M-53,13=4481/&56,10=-1681030 Max Herz 2=3](L0 23) Max Uplift =85(LC 8),13=-WB(LC 8),10=433(LC 1]) Max Grev 2=1891RLC 17),1S=s481(LC 1),10=]9(LC 14) FORCES. d1b)-Max-COmp.IMec.Ten.-All forces250(lb)crimes excspl when shown. TOP CHORD 26-0471N,94=5150/120,4-5=4118/123,5-041181123,]-8-115048,&9�l". 8-10 /1971 BOT CHORD 2-18=041]3,1&19=0/4145,1846=-35f5158.1&16=W1150,1315-3]04/1]5, 12-13_37041175,10-12-18,191) WEBS 31S_N586,3-18=1)&1212,416=414 41.516=6081146,7-16=68^J261, 7-1S-195]/leS B-15-15&5325 9-13-42181430,&12—M02362,312=1001 NOTES 1)Unbalanced most Iive loads have been considered for glia dean, 2)Wind:ASCE]10;Vult=130Mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;fk1 Oft;Byt5fl;b-3811;cave=56;Cat. 11;Exp B;Enc1.,GCp1=0.18;MFRS(tlirectionap;porch right exposed;Lumber D0L=1 e0 plate gdp DOL=1.60 3)Provide adequate Omlnage to prevent water poldllg. 4)All platen are MT20 plates unless omelwue indicated. 5)This Imes has been designed for a 100 psf Whom clmrd lime land noncorcunent with any other]Ne loads. 6)'This Russ has been cift net 1)r a live lost of 20.0psf o0 the action"to In M areas stem a reGangle 36-01911 by 2-0 0 Woe Will M neeseen the Dalian c1mIC and arty amer members. ])Protide mtthanlcal connection(by agree)Of tmss to bourn,plate capable of w,wterdillg 100111 uplift at)finds)2 except N=11,) 13=39510- ' 8)Hmger(s)or oma cOnnablien de0ce(s)shall be pmvldetl sllMdenl to stunner concentratetl 1113,1 baser and 64lb Ip at ]00,115111 sodas III up et 30-12,115110 dam anti 6210 up al 11-012.1151b tlesn and 6210Ip at 13312,115 m oovn aid 6210 up at 15-012,11511)tlowr anti 621b up M 1]012,1151b down anti 621b up at 1300,11510 deem anti 82ID up ei 2011-4,11511)down.Intl 8211)up at 22-11-4,1151b down anti 62 m up at 24-114,1151b down and 6210 W at 26-1 ti,and 115 IbdownaM]3lbupat 28-114,and2101bdownandl411bupat 31-0Oonlopchord,and3MIN, Mat 780.851 downat 9O12,8516downal 11-0-12,851btlownal 130-12,851 ctrerat 150-12,851bdownat 17012,8510downal 1900,8511, covm at 2011 4,651b mcmn at 22-11-4,8511)tlewn at 2411-4,851b down at M-11-4,and 8511)town anti 31 Ib up at 28,11-4. No 33410 down and 141316 up W 30-11 4 on Whom choN. The desigNselection of such connedlon dmvtce(s)1s the r vearriwilty M otlmis. S section lentis li Imletl stn t Q WAPNMO-'es, 'pnpermlwaeuNaFAe NOES ON the ANa N'CLVOFOWEN PEfERiNR PA 4E ist 1aeY1ME BEFOPE UeE ac51T WN la vsonlYM'llr MIIekW cmv:lws INiUr.Nn kkmed aYY urymrae'anolm Nwm.a�dklw m MW x1 M11tLp cmRwrenl.M a ryslela Beide nw WPfipaaYyla mutl wMry lMgylluYNNolcptlnn paanalereWlrewrlY MUVeakr6abmnldoll lb laid,,nm Nmtp M]caletklo geveniticMll,y of nRoW aw weba,tla cMxd m..OrcNy.AMermi a lempvayar Felmvenlbatry I,tlwgs�e.Y4edol 11 on I.nor '.".I Yam p Nn tytYrEtl WW+ai seight, .pps., eWbica,ayxOse ss kd,lemershose Mbahle.erecM nor M'. ,218 N LooSOnd MrssW 131 Z e mocldaV MINI4, a66d9aM BCNeWb,9ewMawbl Eea4 PUFe 6tlBMtl. HetYY INamaXm wtlktle hdn I�FYae MAMe.I1m N.lee Sheat SIw312 Neta 31¢VAY3J11. Txrye,fL 3Yla :JDb Tnas Trues Type OLY PN T1015g612 I119010EA T4]G HIP GiNer 1 1 JDb gelererce D Opbl BWWiN Component Supply, JWawNill&FI32258 B.OtOa Npf202016 Mirex lntlushies,Irc. Wetl Jan 0113:3C51201] Pege2 ID:M1IUIGIgFP.0 Vlb?kZr-y3r P-Wg9F JWZgJ"tl Z tl IMPX90BPM-vAIx LOAD CASE(S) St.d d 1)Dmd+Hod Uve(Galen ):WmW,Ilwreeee=1.25,Rate Immase=1.25 UNlorm Lwds(pll) Vert:1�LO,3-9-60,9-1bSQ 20-23=20 C..ntrs Loads(lb) Vea:e=115(F)9-183(F)19=334(F)3=-115(F)12=-334(F)21=115(F)2]=115(F)28 -115fl29=-115(F)31=-115(F)3 -115(F)34=-115(F)35=-115(F) 3a=-115(F)37=115(F)38-64(F)39 (F)40=80(F)41=W(F)42-9 (F)43-6 (F)99=64(F)46d (F)41= (F)4J=61(F)48--84(F) QWINtlbVNN/IW)n EusufxE�^4NFlO XOTE50N TM5 ANO eICLVOFOY/FN NEFE.LNCEVI4EMN]OTJrev.10O]/N159EPoNEYeE Cetlq,vtlk11«us aYy Wl5 MlekAemg:lws.Mstle5{p,kLvrlwlY��lb��fT�amk+lanel'ur.T.mtl61«m YVMNW[A IwY.iry c«nlrorenl.ml bJLwdtqayuumb .aroE.ap.uu.1mrl'u..—i,mv«In ll¢9»an�IN�T V�anetertm]P«�NlYxcuR�M nktls#In6MO Me wertHl M e o1MM}el nwwena.0«ol�ora mamla aev.oaoea�«lemp««y«epam«�nla«m9 Y W.vrs�N?M�!«[xtl1Y«MbgeVapud pWmgYAe�ssxxl xWeraaga+eavav�nm. f«gm«d Peace�egaQ911r {YxlcalbLal«Qie.tleFBrY.xeclknadlaa:xg.1 b Eu1BW. YMy InIbTdM m'WYAe Dan In41kM YaXa/Ie.41e H.Iw Saeet SIIe 3I2IIerarYFa VRTLl14. Teiryc.FL'tlalD Job T Trim Type • • Oty Ply 110159&9 11901GEA 51 Rod Special 1 1 Job Rete ( I1 Bulldog Congeners away. Jacksomllle.F132256 B.O+Oe Ap 2020+6MI.Sk XTstr UrAVgHgVIto. WW Jan0413BXdGO0 NSipe+ ID:MUMpFPwulkVlb]k21GZy3MPSYE%TNJYKFrAVgHgV45DA9%sCB%OGCoI(ZpjSllxpXl -2-00 62A 11.71 +7.60 found rt R 2]36 33&12 3630 2i}p g2.B S61R Sb12 R-00 MO gas gab 45A Sole=1:6&5 5B= N4 11 .4.6= 6 ] 5 B a6; 4xs> 4.W 12 6 9 4 aA. Rd= md= s In 11 24 fi z I� z A, ap 1a 10 +] 16 1s 11 13 4r5= �= 4x10= 39- 45= 4E= 24 II 95= 9.10-14 1 n00 1e40 2+-001 2I-0I Sol 'ffia0 &1314 g1-z 2aIf ao-0 834 54's 6g4 Plat OHseBIXY1- 180.39 o-zA118'0.300.2A1 LOADING(psi) 6PACING- 2-30 CSI. DEIN In gaol IMep Ud PLATE6 GRIP TCU- 20.0 Plek Gtlp DOL 1.25 TC 0,]4 Vet(LL) -0.2318-20 AM 240 W20 25/180 TCDL 10.0 Lumber DOL 1.25 SC 0.81 VedRL) -0.8518-20 X516 180 BCLL 0.0 ' Rep Sirens Inco YES WB 0.89 Horz(R) 0.08 18 Ne Na BCDL 10.0 Code FBG2014/TP12W] Matrix-MS Welgbt l6]Ib FT=20% LUMBER- BRAGIll TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing dractly spoiled or&i oo pudins, BOTCHORD 2x4 SP No.2 except and ongral. WEBS 2x4 SP No.3 BOT CHORD Rigid calling cuddly applied or 6-0-0 oc losing. WEBS 1Row at mldpt 5-18 REACTIONS. gb6lza) 14=119T4echanicel,2_-1142/0-5-8,16=1894/P53 Men Hort 2=]1(LC 11) Mex Uplift 4a-IM(LC 9),2=-123(LC 12),16-220(LC 12) Mex Graw 14=203(LC 22),2=1142(LC i),18=1894(LC 1) FORCE& (Ib)-Max.Comp/Men Ten.-Aa lodes 250(Ib)or lass except wfie0 shown. TOPCHORO 2-3-23081318,&5=-198]251,56=91&158,6-]=E1&ib],]-1ID-81 W16], 89=939154,8-1�-1481841,10-11=-11&3]1 BOT CHORD 2-20=-303/2160,16-20=-194/15]9,16-18=]49158,1546-394/113 WEBS 3206-382/143,5-20=5543,5-18=8B3I1]6,9-18=-208/1668,316=-i5T/I325, 10-16=839435,10-15-6012TJ,11-15-412/64 NOTES 1)Unbalanced roof live loads have been considemd Iorthis design. 2)WIN:ASCE 7-10;VWt=130mph(3secondgust)Vasd=101moh;TCDLd.0pM;BCDIr ftpaC h=18tt;6�5+t;1-381;eawe=5fl;Cat. 11;Exp B;End..GCpi=0.18;MW FRS(direction)aN C-C Exrsri0r(2)-2-0-9 to 1-31,Iremor(1)1-31 to 38-"-0 ;porch right exposed;C-C for members and forces&MW FRS for reactions sown;Lumber DOb1.60 plate grip D01=1.60 3)Protide adequate drainage 10 prevent water'WIN. 4)This blas has been designed fora Into of Worm cord INe load nonwrrcunen+woh any other into loads. 5)'This truss has been designed for a Owe load of 20.0pal on the Wdom chord in all show,Mom a rectangle 38-0 tall by 2-0-0aide *it fit bebreen the bottom cord and any other members. 6)Refer to greer(s)lot truss to Indo,connections. ])ProNds mechanical connection(by others)of truss to bearing plate capable of wlthetending 1001b W1111 at Johns)except gtdb) 14=103,2=123,16-120. Y WAeNWeVMIyaWpnpumxro uCNEAa NOTED QV TRIS ANa pCLUa£aM'IFx NEFEMHCE GI4EMVT1Am.IWPYNI6 BEFONE USE (§YJ,Wp1auW aYy v.IN MIaVRewnu:krs.MSdetlgnxta2eOwYYux'+�pum,elers YwwrtaMhlam6MUMx1 WrtlMJcomlbrrent ml n�.n W m.eerore sae.ire wo-ue demrer m�.1.NnN Ire aplttulN o1 aarpNAr�aerea mtl wwenv twm>orare ae es4�ore me owrai wandB+w• Waugxxxrneealo rxW�rwo1e19 o16.axaa a�W weoaaloramm,.wmnra:wv.reewYa wmr�YmaPWamrealawaa b U•WFra LbrabMYYmOwpevMicd�ie Ml6lxmae PawIVJ H+Y atlwWerrY WnLp. Iggrgra PAlvrcereNdr9 an mtallWi.deraord be.dw.err.erecaonmeeracr9a rvwesawlaa::wreau teww9mll araM CA.da.bee-evaa rs snarPOWrwrrwe malars Fel eu4. Fmelw Munberr a✓.MIe han 1n41bN Marta,Rle N Las51ree1.911631 R.NewrcMh VPRYd19. Tnq•.FL 9610 r,Mb— Truss Trues Type • (MY PM T1015BfiN T52 Ro0f Spatial 1 1 Job Re a once(oMons) y. JaeMasnalle,R Met 8.010 a Apr sigsol6 Mll in,ln0us01as.lic. wed Jan w 13.31.66 M17 Page O:MUiOIgFPo WkV1M?kZIGZy3MP-wbw99KA5II1]_a13ocSiMMibnl'2N'UnTTOECryj%H ]-101d 15-00 2300 'PS6 31812 3080 ]-10-04 ]-1-2 600 638 4.18 SS4 Bole=180.6 ma 1) WB= 5 23 24 6 1B% l6 0 12 4,5% d i;? ] Wm= 36 II 308010 17 16 16 14 13 12_11 34113B= 436= W8= dv5 4x10= 7-1016 L 2100 2]@d31812 '389-0 ]-lotd ]-1-2 eO0 a-W 98e 6Sa Plate OXaetv(YY)- I6'0-0-00.2-811 2-00.1-01 Rk.0240.2-01 LOADING(pap SPACING 2-0O CSI. AFL In Qor) UtleB L/d PlATf3 (NUP TCLL 20.0 PMle Otlp DOL 1.25 TO 0.82 Ved(LL) 0.251213 >473 240 MT20 24N190 TCDL ID.0 camber DOL 1.25 BC 0]6 Vai -0.5112-13 >233 180 BCLL 0.0 ' Rep Stress Inor YES WE 0.99 Hor,RL) 0.06 13 We We BCDL 10.0 Gods, FBC20147TPI2007 Matrlft-MS Weight 191 Is FT=20% LUMBER- BRACNOG TOPCHORD 2x4 SP No.2'ExcepY TOP CHORD Struturs wood sheaMIN shortly stopped dr2-2-0 oc Niles, 58:2x4 SP No .1 except end veNoss. BOTGHORD 2x4 SP N0.2 BOTOHORD Rigid ceiling directly applied or 6-00 re bmcing. WEBS 2x4 SP No.3'Exceyt' 9-12:2x4 SP No.2 REACTIONS. (IGsize) 12=108&Mechanka62=11430.38,13iiIii -541 Mex 11 r M- 1(LC 12) Mai UPIIX 12-102(LC 9)1119(LC 12).13-236112) Melt G. 12=185(LC 22),2=1143(LC 1),13=19D1(ILC 1) FORCES. (Ib)-We.Comp.Mtax.Ten.-AII braes 250(IM)or In.,except when whown. TOP CHORD 2-3-219]2]8,35-1338201,56=-1201211,8]=-0Ot39,]E=-139rB83 BOTCHORD 2-18-2752021,17-18=27Y 21,1517=W2,13-15-804/145,12-13=548/0 WEBS 3-l8 74.3-1]=E]&157,8-17-158958,6-15=MMl5,]-15=-185/1474, ]-13=-151823],043=d3&188,8-12=-Bfl•BT NOTES 1)WIN: 0ced met7-1 Ilve leads have been conNdahed for MIs design. 2)WIrA:ASCE l., P, pi=0.130mph MFRS C-C Ede -2-o.aps1;BCDL-n L=39X;p=hfig;Cel. II;Eql B; -C I.,G artin.18;MMFRS(tllmctlo RS and Cct Etleliin -2-0910 DOI--iMed lain g-9-1 to L3800 zone;poroM1 fight eroved lot membere to farces8MWFRSfor ieacllals shown;Wmber DOL=1.80 DINe gap COL-1.6D 3)This do nhasbassociate n design d prevent meter ponding. d)TMsbusss habeenn delgneddter fa li(1 pafdof 20chord nMloatlors chord In al care any other recangle 5)'This plass has beendesignedc o r for a live loth r maintains.on Me boXcm rM1ohO In all areas Mem a rectangle 3-6-0 tall by 2-0D wide will 111 bepw0en Me bottom chord and any other members. 8)Enter Provid o giechan)for trusstotrues c others)lof s. ti ])ProWtle mechanist copneslon(by others)of gross to beading Plate capade 01 withstanding 1001b uplift 9l joint(s)except QWb) 12=102,2=119,13=238. AL W4. Vp✓/-aa In, vmm IEa pl iel,aNO tlILLWE EV E4R J ,,or-or, XSpn-ki a�oN�MIn MI1 kE" II#JeSY}naMisl wiY�4wnM um. IINi I Re MWYM. 4'Al mmivMhlMaIlWUWM hoM I. cW LI a , Capp CeaS r, a«py Nxlkaletlklo Rev�IWMYp olhgktlW has Wenad/mdwtlmamt wi Kl . I �+a IMmiW a IXwgsiep4al b�n�'Xyaglo Nape SIM p�Mn pp�egnwvM feq m]gq>,xlY� We fo{y 'ial Pohl ql llw Kathry mns. ..c .Hcadninut msrcMNVi iyslem;seµal/RII gxYIy CMMo.0a6d9 wA K51 aaINngCmmpananln Tmgmrn paidwFaleea. 7 9K1'/IMwmaao0 ah6YAa M1an Iv¢fMle MXM4 RIa N.lee Sweet SIIe JIR.NamNlki VPRR311. ieiryLFL o JO: T1u66 T.Type • GN Pry nmsee65 11901CFA T53 Rood swirl 1 t Jab flet Aarel Buildiag Canperem Suppry, Jackaomllk,FI 32258 &01OSAa 2D 13.31:57MlexlrelOm06,rre. xvee Jan 04 ra.Brr 2017 Pago1 10:MUiOIgFPw Vlb?kZIGZy3MP MIu0Lom6uWRDC FVBglDek2]d0]CZ MXG -2-00 41614 1300 toO0 25U0 20.612 33810 360.0 2-00 61016 &1-2 600 630 4812 di-10 436 aveN 1baI, a5= 'rid II ate= 308 i 5 26 6 2] ] 45 4m,1R a �_ �= 2X4 1[ 451 4 9 10 26 tl 12 3 n 1 25 d A 21 20 1. 18 17 16 15 14 = 2U 11 45= ,�= 40'10= _ hd II 45_ d5_13 13'a W. 2500 2]-0A �a81R w & 61-2 W. 60.0 20.6 h� 654 Pbt Ott IRY)-� IS0-4-0.0-2AL T]'O30 0.2-81118:0.2-120-2-01 LOADING(psi) SPACING 280 M. DEFL. In Qac) "go" Uri PLATES GRW TOLL 20.0 Plate Grip DOL 1.25 TO 0.83 Vert(LL) 0.20 14-15 >427 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 VeMC7Q -Dal 14-15 >233 180 BOLL 0.0 . Rep Strew Inc, YES WB 0.85 Houji-) 0.04 16 Na no BCDL 10.0 Code FBC2014OPM007 Matrix-MS Weight:1K R=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOP CHORD Structural¢ooa sheathing already applied or 3-10.10 ce puffins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling drectly applied o,3-4-5 oc barring. REACTIONS. Qbleixe) 1a=8]/Medlanlca1,2=10]1N58,18=218fl10-S8 Mex Hort 2=W(LC 12) Max Uplif114=2]t(LC 2H.2=-1 18(LC 12),16=23](LC 12) Men Grev 14=18(LC 22),2=10]1(LC 1),16=2168(LC t) FORCES. (lb)-Max.Comp,Mex Ten.-ANI to..250 Qb)a less except wren shown. TOP CHORD 2-3-205124],&5=1356/18.59=-]61110],6 7=]61110],7�-829/122, &B_2 91�-219128) BOT CHORD 2-21=-27MR91,N-21-2MB61,18-2-15&1215,1618=-1311/229,15-16-1311229, 14-15=-53M WEBS 320=-714/127,5-22-41433,5-18=-S6Y118,8-10=-381/151,8-18-31./2226, &18_--1811/513,9-15-249500,10-15-1110/311,10-14-2]005 NOTES- t)Unbalanced tool live loads have been considaell for into design. 21 Wind ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101mph;TCDLd.Opsf;BCOL-S.Opsf;Ri SM B-15d;1=38X;save=5tt;Cal. II;Ela B;End.,GCpI=0.18;MFRS(directional)and C-C Exhm0r(2)-2A-9 to 1-01,Intalonl)1-9-1 to 38-0.0 zonv,porch right exposeQC-C for members and faces 6 MWFRS for reactiore shown;Lumber DOIa1.60 plate grip OOl=1.60 3)Provide adequate drainage to prevent water ponding. d)This trues has been designed for a 10.0 psi bWom chem live load Nonconwnent wain any olher Ilve loads. 5)-This o se has bean designed for a live load of 200pel on Ne Colon chord In all areas Mere a rectangle 36-0 tall by 2-D-0 Wde WII lit berveen to bottom chord end any other members. 6)Rater to girder(s)for rasa to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capade of withatandmi;100 to uplift at lolnt(s)except gt=16) 14271.2=118,18=23]. AL-- UMx4�ranannMavxn4REAONe¢6ON]Ma<NOMCLUOEa MIIEx REFERANCE CAOFl4LAm.la9YNI5 BEFORE USE �� eeYalvnWIw -a Mr,MIeM+cunnclws.ou WY3nhd.-1,1, Lw.xr wJhMmh]INexrti daTi,gmmpannL rot p,p MaMn.�lue,ae.Me dehpOSrlgwamwlvMHIM WYCLLYIIyol�lesan,manelenaM gope,lY NEW-'yak tlM.Mtlga,Fio tt,a ave,dl trllrlgdtlsgr,. aach36Mcakd6W a.'e„enldn:py,ol.W.kMll„AsweDagluclnatlmxmEers uYY.AdxlWanlWmaaQYa<W pennmw�n Ga,iap Mire k' ,crno6 Wgtaa6Beri NrKtlMaad Waer'r'enl aero wllhle'aw4e pererena,aaneaop 0000r y pe. IwGldo KIlooldingCmPto 6904P'Fkou BlA. yMOIbLSlaoa uvoino.onmlM1n ad,Mendo 218 N, l„m gslem1Zfile /rR1 VA M14,M¢a6B-6Ygq BC9WMpCaryor,wa Mtl'/IMamoXm,rrc4klMe M1om l,rm Pa6tmYMe.RIB N.Iee Are Bl,9xW 312 NemMl¢VA M14. Terrye FL 33610 Job Truss T.Type • ON Ply TI0169818 119otCEA T64 Half Hip 1 1 Jab Reference Building Component 5uppty, M----- scM 13:31 58 017 Paget ID: NiOI9FPoMb7ZKyMP-s7vg6MMA0MI0PDaUYMFn"4j%F .2.00 110-14 1100 tA28 2-00 51014 Ll A22 628 $c BN=1:33.5 ]x10= 3M 4 14 16 6 4.0 12 DM le A yA 2 Il at � 6 IrrI a4 9µ 4w_ ad 2 miss.- e Sto-ts tt8o n-zA o-z e Plat OHeete lXV)-- fBOS1262-01 LOADING(pet) SPACING 2-0-0 C&. DEFL. In gw) Vdeil W PLATES GRIP TCU 20.0 Plate OHP DOL 1.25 TO 0.90 Vad(LL) -0.39 88 >5n 240 MI20 244/180 TCDL 10.0 Lumber DOL 1.25 BC Dad Ven(TL) -099 " >207 180 M185HS 244/190 BULL 0.0 ' Rep Stress Ina VES WB O.n HohdTL) 0.11 9 We we BCDL 10.0 Cala FBC201,RP12007 MMM-MS Welghh 84In FT=2.1 LUMBER BRsf TOP CHORD 2x4 SP No.2 TOP CHORD Structural waM sheathing diledly applled m4-0-10c putllm, BOT CHORD 2x4 SP No.2'ExoepC except and verticals. 24:2x4 SP No.1 SOT CHORD Rigid telling directly aWIIW or 10.0-0 m bradlg. WEBS 914 SP No.3 REACTIONS. (Maize) 2=820/05-8,967/0-3-8 Mex Horz 2=119(LC 12) Mex Uplift 2=9](LC 12).9-51(ILC 12) FORCES. (Ib)-Mex.Comp.RAex.Ten.-All tames 250(lb)w less except w4en shown. TOP CHORD 2�-1500/185,14=1498252,6-9=E87/141 BOTCHORD 2-8=-26&1315,68=-199/1381 WEBS 18-2981159,4-8=-83/8&9,4-8=4344240 NOTE& 1)unbalanced root live made have been conaiderM for this design. 2)WIM:ASCE 1-10;Vdt=130mph(3-sewn gust)Vasd=101 mph;TCDL=5.0ps1;BCDLSbpsf;h=18ft;8=4511:1,-24ft;e e Ag;Cat. It;Exp B;Enct,30pi=0.18;MW FRS(directional)and C-C ExlMer(2)-2-0-9 to 0-&12,Intaor(i)0&12 to 11-0-0,Exlador(2)II0G to 152-15 zone;C-C for mambMa and forces&MFRS for reactions shown;Wmber DOL=1.80 plate grip DOla1.60 3)Provltle adequate drainage to prevent water prong. 4)At planes are MT20 plales unless dherwise Indicated. 5)This tures has bwn designed for a 10.0 psi Whom card live load nonwwunent Wth any other live loads. 6)'TMs truss has been designed fora live load of 20.0ped on the bottom ctwrd In at areae w4ara a reclangle 346-0 tall by 2-0-0wlde will i8 beheen the beach card and any other members. 1)Bearing at joint(s)9 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verity caped y of beaming summer 8)Prevltle mechanical wnnecllon(by others)of truss to hearing ptate capable of wlihstanalng 1001b uplift M Idnt(s)2,9. QWAMO/a-yo,xr npum,a,-anerm,m NOTEa ON YXIS IND dVCLUO[a MIIEx XEFEN4.,,mxr.o7x-maudsha aEPoaE USE Id' �9P1 uYltllauce wAYw111,M11H0Ycunie,:Xm.Rh,KYs L MunIaNY4µ�Wamelers Ygml.ml RlmmatllNJu4 Mi9ry c[xnpxnnl.rot INp ey191n.2elae 1m.111e dMp da4xp�m,6t vMN Ilp 4GMdIIN of tl�P1 panneMs ad pM+>tlY x,capwde II16[Impn You Ma wall WdNdaNOm. ®acY'BYMcttletlbNFleYa11dK1JgolYMAAd Muw�uq/a<M1xdmaMaaaN.PMIn]IempNW atl�mwmldxYP WOW aWq'fraZl�MskHmY�1J'bpasli caX�wllhp,aR'Ie Faldnl YilaYa'O pcFalY Wn de rp9a,n[IpMuce laWNdV Ts yyt 1yry5yq}.6Mvay.elecMlugp4Cxganlsr¢wWllmayelalc re9aXWMIt Y1d1MCMMb.Mle9atl BCY YiIIPpamPNNm1 m0aaer4 EW M.J WMyIMpmHm oYJNWx Toru MieYWMe.21aNLaesIMLWM312NsiuJh VAY314. ienpe.FL 3M10 Job Thus Tis Type • city p% T10t5s647 HOW CA T65 Heli Hip I I e I Job k BlMing CamponeNBuppry. JecksonWlbF1 , 32 �256 10.If igFPouAkVlb?k3 Zy -KK iM IJI-o-SMKPU M9BY_pyBC4tWURIgrWh:=,fifie West JIM 04 13:31 m 2017 z ylXElXE -2qo YOL 9-00 12-11-6 17-28 2.p0 7-0-0 200 &ttd 410 Scab=1:3&3 8811 q5= 4 14 is 6 a o 4.99tz q 13 d 1 6 e ] 4 38_ 3.6= 4 0.v10= 9 900 3A 90.p 02.9 WADING(par) SPACING 2-06 C81. DEF- In god) loefl Lrd PLATES GNP TCU 20.0 Plate Grip DOL 1.25 TC 0]5 Vm(11) -0.08 86 >998 240 MT20 2"180 TCDL 1D.D Wmbar DOL 1.25 BC 0.68 Vm(11) -0.25 &12 >904 180 BCLL 0.0 ' Rep Stress hor YES WB 0.36 Horz(TL) 0.04 9 Na No BCDL 10.0 Coda FBC2014T P1200] Meb1x-MS WEipM:et lb FT=20% LUMSEFF BRACING TOP CHORD 2114 SP N0.2'CadepP TOP CHORD Structural wood sheeting directly applied or 3-]-9 oc puffins, 45:&4 SP No.t except end verticals- COT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling drectly applied or 1000 W placing. WEBS 2x4 SP NoS REACTIONS. (Ib/slda) 2 3096-8,9465]/038 Mex Herz 2=102(LC 12) Mex UpII112=99(LC 12),8=61(LC 9) FORCES. (Ib)-Mex.Comp.IMax.Ten.-All lomat 250(Ib)or lase except wfien shown. TOPCHORD 2-3=925428.34-103]210,45=-9]0208,69=65)/135,5 -585/168 BOTCHORD 2-8-305/1134 WEBS 58 20]/85] NOTES 1)UFAalaoced roof live loads have been considered for this design. 2)Wind ASCE]-10;Vult=_130mph(3-second guar)Ves1=101 mph;TGDL-5.0y6G BCDL=5.cpaq h=18g;B�Sft;L=2411;eassI Cel. II;EvB;E.L.GCpi=0.18;MWFRS(dlrectlanell and C-C Exterior(2)-2-0-9to0&12,InWHff (1)0P121o3O-0,EmedoN2)900to 112-15 2onmC-C for members and tomes&AMVFRS for reedon,shown;Lumber DOL=1.60 plate up DOLd.fi0 3)Provide adequate manage to prevent water ponding. 4)TMs truss had been designed!for a 10.0 psi bottom chord live Toed nonopnqunent with any other live mad, 5)'This truss has been designed for a Ilve two of 200hat on the bottom dtord In all areas where a mcMrgle 340 mI by 200 wide will fit between the Whom cmrd and any other members. 6)permit at Johnnie)9 considers parallel to grain value using ANS/TPI 1 angle to grain tonnula. Building designer should verify Idol of bearing surface. ])Provide mechanical connedlon(by others)of truss to beating plate capable of withstanding I OO lb upllfl at Jorge)2,9. QWPIMWaYMIyONpr,penma(eneMNENO N01Ea ON]NIa ANO MLIVOFn.wFEN aEFENN NLE PRGENY]4TJnv 16PY.tlISaFPoFEVSF. x91versnw ms uYY 81hinadon"adasaa'EacsUnwo, u"aurvrlrwonub¢LwmYt dN,svlIsn'xf didiy "In I..ml Wni Mian.Bzeve ue.MLWrsF9 r�Onx mulvenW IMg4+�bdWlryddetlOn Wcmalena,tl Wupe�Y L,caµaale fiYlr OeWn FN 16eovenll euagdalgn.avYig XglConetl ebgevenitwpLq oIRMY1W InmwaDmJM cR OmemCds dYY.Pb]IMCI RmpruYaticem,aml txaig i dw es"uos tl la w saw a'A toPo'/aNCW4m Wlh W�aM�a�r'vx LMYmA VcwOMdanWo. ra B`-v ad PTVN' Hca�dNdV Ts k4xbalbleMtge.delNeW.aeclbnad duip of L�abtT]TssManceea/Jtl/MI G�WIYQYaM.DIMaW 9LY 9uP>tiPgom�IWnt aYWPW FMBIA. 4dYy YAfmbw�o�Ywn 9�o ROb IMXMe.2166.1 Skeot 91b312.Neta]FS VASYJI4. Tang.FL 51610 Job Truss Trus Type 01y Ry T10159646 11B010EA T58G Half Hip Grow 1 1 J R I rel BUItlIg GOnpwleM Supply, Jecx3prvflle,F132255 - 6.0106 Apr20201tl MITeai ;—.P a.itc. i'-Joniw 3:'a'e:w2VDragas IDMUiggFPouAWIb7kZIGZy3MPaW 1OW2NgBnUTbcAote001C1jMCFPx(1Kti5RDNizyj%D d.Op Y00 11-1FB th2d 2-00 F00 611-6 SN ub=1:338 am 'b4 II ars 3 13 14 u 4 19 17 t6 me 4.00 tz n A z � 1 6 20 21 ] Y1 '13 3 34 3M— 'bN II 6,12- 6 ]-09 11-11d 1]-29 530 Plat OX IXVI— !3'010 281 1602-0O-2-01 LOAgMG(Pal) SPACING- 21" CSI. DEFL. In floc) thrall Ud PLATES GRIP TCLL 20.0 Plate Grry DOL 1.25 TC O. 1 VM(U) -0.11 7-8 x999 240 MT20 2WW TCDL 10.0 Lumber DOL 1.25 BC 0.87 Ved(TL) -0.29 7-8 a695 180 BOLL 0.0 ' Rep Stress Ina NO We 0.94 Horz(TL) 0.10 9 We We BCDL 10.0 Cuba FBG201UTPI20W Metrix-MS WegM:811b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Shuddrel wood sheatHng directly bpplead or 2-11-2 do fiudim, BOT CHORD 2x4 Sp No.2 e%cat and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling dlrMtlyapplledor 1O0-o xbrad1g. REACTIONS. (Iblslze) 2=1311V0-58,9=1351Ndd Max Hors 2=85(LC 25) Mex Uplift 2=b8(LC 8),9=41d-C 5) FORCES. (lb)-Max.Comp./Max.Ten.-All fomes 250 Mu a less except alien MOM TOP CHORD 2-3=-275300,3L--2304/42,4-5=-2304/42,69=-1351/41,5-6=1253/]] BOT CHORD 2-8==518,7-8=02519 WEBS 3-8 594,4-7=670177,5➢= 457 MOTES 1)UMalamced roof live loads have Leen c furthered for this design. 2)Wind ASCE 7-10;VWt=130mph(3 Second goal)Wad=101mph;TCDL=5.Olsi;BCDL=5.Opsf;h=1811; 3=45ft;L=24X;gave=411;Cat. 0;Exp S;Encl.,GCpL--0.18;MWFRS uhradional);Wmber DOL=1.80 plate grip DOL=1.60 3)Provide adequate drainage to prevent vaster ponding. 4)This tress has been resigned for a 10.0 fief bMlan chord live bad nbroommrent astir any other live loads. 5)'This truss has been designed for a live load of 20.0pal on Ne bottom chord In at areas share a mcWnple 380 tell by200 wide Will fit between the botlom chord and any Mhar members. 6)Beading at joint(s)9 considers paMllel 10 green value using ANSI/TPI 1 angle to grain lonmula. Building designer sinuld verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to beaft,plate capable of allhstan011g 1001b uplift at psnt(s)2,9. 8)Hanger(s)or other connecleon devlce(s)shell be provided suhnienl to supporl conoeMmlW load(s)1341b dom and 6310 up at 7-",1151b down and 6216 up at 30-12,1151b down and 62 ib up at 11812,1151b down and 621b tp at 13012,and l l5lb down am 62 b up a1 15-012,and 21 M cove,and 26 to up at 16 8-12 on top obord,and 334 to down at 70-0,05 to down at 9012,85 to dean at 11-0012,anti 85 Mdown at 13012,and 85 O down at 15-0-12 on Whom chord. The dissignAmlection of such connection devioe(s)Is em marsamibi by of o6rem. 9)In Oe LOAD CASE(S)section,loads applied to the face of the hues ere noted es Iron(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Roof Live(bNembach Lumbar Increase=l 25,Plate Inaaasa=1.25 Uniform Loade hili) Vert 1-3_-60,3-5=W.610=20 Concentrated!Loads(Ib) Val:6=-334(8)3=115(8)14=-115(B)15_1INB)16=-115(B)17=115(8)19-7 20=641B)21=84(13)22=64(B)23=64(B) Q ax6NNP-ewa a-vsN'amlmarEaOaNa]Ea ON rXI6 ANn aILWOEO.ID7ER aEfEB4NCE PIOE M0.lO]m.lOOYNIaeaPo.VEVSE ��' nJT WplwuawYY Ili MIIeMY conredow lNSMGy,rt1¢a1 pYYulnnl*,mtate,SLuwn.uM 6 1p mMYN. Nx lwYtlep pmWxnl,wl auana.Bala —IMb.eUng d d(Narmwtvwlty pq g4akataW of Wtlp�paanelmsattJ p,4,x4YHopPpaM IM16ck$nhYoll¢�rvadl aWJr9d%wr.b¢141WKore0aNpavp,ilzdl@ IeW4c6x4lnm,,,eDaM/p rind mmn�rs«+Y..gMd.W Mmpwaymd�mnmlbmY✓a MiTek' 4daa1*�w#AeaM YttllNa'A 10 Per'oMcal4+e Mhlxal6e�wgY6ryavlpttaxlY Wntge iwyxxatl P�Abce�epatl - mexwmnapaBa.aHnwn.ereolex,maa�aBollveimae�mlaa..w,xwlnlwalrennne,meas�9xuermoee,rore.m cepa e.n.6w era. ,set,,efwnwb�a'.Jctlahwn aim Rare FW.213a leesaeet sure 312,IlexmOb.VAn314. T.,.,a Job Hula Tales Type Gly Ply T10154,640 11901CEA T70 Rod Scarlet 1 1 I.Rarfiftericabobtrain BUIl0ing Canporlem Supply, JBCkeawilN,FI9Y258 B.010s Apr202OZy3MP-Gibpkale KDIIef WPJO, flccGg,42U17 Pagel D:MU1O19FPa WkVID'MZK32y3MPGibpkOOJwSCKDI l_rLBdPGZIk'cG9NOx W m(hyl%C 10J0 19J9 1830 2180 289D 200 SOO S'SO 3.0.0 300 530 SOO S461e�1:10• 76- 4 do F1-2 6=d.W ,2 bdo� im, a W8= ]xto= 3 22 23 l 8 2d 1 2 B pa 1-2 10 9 Sidi_ &a Il 610= 3Yd ancim = N,o= w I) 3dt 5.00 1030 16So 2169 28-20 28&0 sO9 53o Boo 1. U OaG LOADING(VO) SPACING DEFL In Qac) Wen IW PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.83 Van ILL) 0.46 1012 .8117 210 MT2O 2-'.. TCDL 10.0 Limber DOL 1.25 BC D.W Vat(TL) -0.841012 .3111 180 Iagi 18]/143 BOLL 0.0 ' Rep Stress Ina YES WB 687 Hoa(TL) 0.12 8 We Ma BCDL 10.0 Cade FBC2O1MPI20O] Manx-MS Weighi;1191b FT=2096 LUMBER- BRACING TOP CHORD 2x4 SP Noi? TOPCHORD Structural wand sheathing dlredty applled or 2-2-0do purlins. BOT CHORD 20 SP Not BOTCHORD Rigid calling directly applied or 119 oc bracYlg. WEBS 2x4 SP NOS REACTIONS. (Il 8=105]/038,2=1186/030 Mex Herz 2=38(LC 11) Mex Uplift 8=a09(LG 12).2=37O(LG 12) FORCES. (Ib)-Max.Comp.Mlex.Ten.-All bidder 250(Ib)or less adapt when shofn. TOP CHORD 23-2439/1888,3-4=-352]/258],4.5=39]32836,5@39SS/2323,6-7=3636/2564, 7-5-241'ahnO BOT CHORD 2-13-155&2264,12-13-l5al 261,1012=-1(42/2136 9-10=-157N2299, &9=15802304 WEBS 312-1042/1442,112=4482,989,5-12=-1291/1745,5-10-1291/17%.6-10-14B458M1, 7-10_.10184411 NOTES- 1)Unbalances reel live loads have been con,idere l for Ihie design. 2)Wide ASCE 7-10;VUt=130M M(3secaM gust)Vatalhurl TCDL=50ps1;BCDL=5 Opel;h=-1 Oft;B=a5n;L-27ft;eav8.4ft;Cat. 11;Eap B;End.,GCpi=0.18;MFRS(dlredbnag and CC Edelbr(2)-2-09 to0&0,lMedor(1)O9-0to 13-3 0,EAador(2)133O to 16&0,Interbr(1)216-0 to 2860 zone;centile er,right exposed;porch left and right deposegC-C for members end forces 8 MFRS for reactions social Lumber DOL=1.80 plate grip DOL=1.60 3)Provide adequate drainage to prevent wager ponding. 4)All theme ere W20 plates unless ordera se,Indicated. 5)This trues has been designed for a 10.0 psf Donau chord live bad rmnconaaredt xith ally other live leads. 6)'This hear has been designed for a live load of 20.0pst on Me Govan UON in all areas where a rectangle 3U-0 tall by 2-0-0 wide fill fit behisen the boged chord,arid,arty other members. 7)coal mechanical connected(by orders)Of buss to boaring plate decade of vnnetanding 10016 uplift at Idm(s)except Qt-b) 4309,2=3]0. Q fIM/Na-Wtly lulpr/a'axMw aq aE.N NerFB CX 1-am OwC"O'coa/ExeEF i'de-me-)1Am. railroader UbE. C¢Ya�WYJ IaumaYY�h MIISAW cmieckn.RAtleL{T k Imnf�Y4ue Wumele¢9urwn.aM kra m MutlM ddtltgaaeWa�nl.ml Inm M,wn�Meue.ma WQ9 tlMUa'rmu,aeAN IM gPlkdYlMolealJl�areled 101 ge%�alY luwtbrWc R6deWd ho Mewmtll kd.Wlmsad,db tlllyaul,oP—l. afire wthq>f2ln WaaV k,kayardgaulydan�e.fa(d�QWocar disHiv. ida:Yp rtivkmkntloddo'donverY.elP:Mnad ria.Y'9 olMmziaWlnm M,erru me4XL/IP6OWNOt�E.p3Map K9 kefdkq COrroannl eBW PVYe Eetl BM. eWlYlrgmpkn attlrD'e tan IrrmflolexMMe.21e N.lee5he81.4J1e 312 Nmava4l VR'Y1311. isnpe.tt 910 JobTrue Trims Type Ory Ply I Tf0159B50 :11NICEA T71 Roof Speciate(marr i 1 Job Reference(commit Buildllg Component SWpIY, JecRsomIIN,FI 32255 B.OfOSAp?IZlK 6MITeklndlmeies,Ino. Wed Jen0413:32:0320f7 Poge1 ID:MUiOIgFPawUtVlbIkZIGZ)3n4PDqZB3OZPos253LMunE5U11AiOJu6nMNO3lUzyjJU 2 00 3-0-0 s9a 33L 10 914 252 1se2 1e614 zO112 z380 ffi60 200 3Oo z-a4 2St2 zau 253 z-sz z814 2512 244 3P0 scele-IA94 56 7 Sufi Sdt1 40012 &611 4xt0= 09= 6 6 @B= 410= are if 3 26 4 9 5 e a 10 29 11 2 12 1; 1 1$ 17 3) 31 16 15 14 32 3,1 13 36_ 45= 66= W4M120A3= Sxe= ass= ad- 300 3300 We 166-0 98-0 232-00 3-00 63 600 600 5&0 2do Pkle O9anta(XYF- 12:oaE.Ed0et 15:93-0.Ed0ei.2O30.o-2-0i.1a0.3-OEdoel.Ita:0-2-8.0.2-01.It6:os-0.0.2-01 LOADING(psi) SPACING 240 CSI. DEFL in (I¢) latest! Vd PIATES GRIP TOLL 20.0 Plate Drip DOL 1.25 TC 0.96 Ven(LL) 0.61 1415 x518 240 w20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.69 Vat(TL) -1 W 1415 >= 180 MT20HS 187/143 SELL 0.0 ' Rep Stress Ina NO 11 0.75 Horz(TL) 0.17 12 Na We BCDL 10.0 Code FB0201MTPI20W Ifist S Weigh:12416 FF 20% LUMBER- BRACING TOPCHORD 2x4SPNa2 TOPCHORD Structural wood sheM0ing dmclly applied. SOTCHORD 2x4SP55 B )TCHORO Rigldwiling directly applied or 5-2-6 on bracing. WEBS 2x4 SP No.3'ExcepP 616,6-14:2x4 SP No.2 REACTIONS. (IE/sNe) 12=1304/038,2=1461/030 Max Herz 2-38(LC 31) Max Uplift 12=420(LO 8),2=485(LC 8) FORCES. (Ib)-Mat Comp.MlasTen.-Alllorces250(Ib)orlessexcepiwhenshown. TOPCHORD 2-3-2Z2Mn.34=263&056,4-5=86672138,56=69262158.67=3377/iM, 7-8-33n/1060,8-T_40722225,910=4CC1 W.1091=6019/1021, 11-12-310111036 BOT CHORD 2-17-7 92251 7,1617-1550/5055,15-16=1313/4352,14-15=-1332/4394, 1314=4659153CO3 1293-953+2091 WEBS 317=297/885,616=-22760599,7-15= 1311990,994=-z3z44`21,11-13--3081933, 10.14-558'1888,1013=-2459f716,4-17=260W174,416=6W/1975,61f- 9/2619, 615=1467/460,615=1520'485,614=9562972 NOTES 1)Unbalanred root Ilee loads fayre been considered for this design. 2)Wind ASCE 7-10;VUIL-130mph(3-second gust)Vasd=101 mph;TCDL=5.0ps1;BCDL-S Off,1r18R,S=45ft;1,-2711;Asea-4i;Gat. Il;Elp B.Encl.,GCph=0.16;MFRS(dbectional);centllever right exposed;porch left and right mposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prewmil water ponding. 4)All plates are MT20 pates unless otherwise Indicated 5)This truss has been designed for a 10.0 psi bolom chard INA load mmoonduram with am/ogler INA Ioeds. 6)'This truce tws been designed for a Ilve load df 20.Opsf on the Whom chord In sh some Where a rectangle 3 6 0 bell by 2-0-0 wide will fit WMrean the Wtlom chard and any other members. 7)Provide mechanical connection(by others)of truss la bearing plate capable of Withstanding 1001b uplift at)Gnt(st except F=10) 12-t30,2=485. 8)HalWegs)or other connection decries(s)shall be needed eWfident to supper conceoVale i loads)34 ib down and 25 I6 up at 300,3410 On.ala 24 to W at 5412,041b down and 2416 up at 7-012,81 He down and 47 I0 up M 63-0.81 It,down and 47 lb W at 163-0.34 he down and 24 to up at 19-64,and 34 He down and 24 he up at 21-5 4,and 94'b down am 91 Ib W at 230-0 on top Gard,and 67 he down add 62 He up at 30-0,141b dawn and 41b up W 5-0-12 141b down and 4 I W at 7412,214 he down and 75 Is up at 624,21410 down and 7511,up at 1"12.14 he down and 410 up at 19-54,and 1410 down and 411,W at 2154 and 671b down and 6211,up at 23-54 on Wrms,chord. The dasignlselecllan of such connection de reah)Is the raspolreibihn of others. e)In Me LOAD CASE(S)serum,loads applied tome tees of me mss are noted as front(F)or back(B). Q wo.-w.s�aV wwwmbgs: v oxrrc4noxnwm rrtxweuxcrvsoerrm,...rmxrsexaaauae Oa4T WtllwunaYyvlA MlekA vwww[:Iwi awtlev¢�b MetlaYY�W�WeswlAr9vw- LaMM11umRMutlM daApcmpaenL M1 O�ayaMn.braeno.I'i.Ytlgde4']w�mintrroof G11w norwoule4TMa —te p R�ca0.aleftes4�ROo Ilaw e e�adpaeaa,. aacnq RMcaadalo aewr6aelamewndNulolmn:w.aba,dloramrdmembeaa,wv AarnwalMmwwoa Penmanl asap MIT6k' btlwap�ep0a]9nrkdlyaM bpevenlcdkpewllhgwden:eiwxvl Reay an]pgvdy Mnrye iw9ww�d glrb'Fe K0O6gfW Yw 2ab E4Bld_ I>MCaIW,.cluaa.rbNery.ac,:M�aW day9 olln®saal Nm Mlem6.ae/J1Y/MI4wrY<IOw4M3MaM K'N NMOd4mWllMa MYY IrYmMm wd4YAe Ran ln®RaHNv#Me.21a N.Iea5Re1.9Ib312 Mawgki Va22314. Teirya.FL]3610 Job Truss Trlcs Type ♦ ON Pty 710160650 11001GEA T]1 Root Spxiel Gbder 1 1 Job Refererra( 0 &oIdIN Gdrpment Supply. Jaclaomilk.F132256 KVtV snpr=v eine mlrea imustries,lnc. Wed Jan 0413:32:03201] Pepe2 ID:MUIOgW.' AkVlb?-2---y-3n4 51�33O2RIc2STR1anE5U11PiOJ03mhWO3h_IxyJU LOAD CASE(S) S.dard 1(N.D.Roof U.(balanced):Lumbar Increase=1.25,Plate Increase=1.25 Unilorre Loads(plQ V00'.I-3=60,3-5=80,S]=80,]->-6 .411=60.11 12=60,1&23=-20 Gonce Mad Loads(lb) Vert:3=-2(F)5=d1(F)t -41(F)11=2(F)1]=1(F)10=-214(F)14=-214(F)13=1(F)2 -2(F)2]-2(F)28-2(F)2�-2(F)30-1(F)31=1(F)32=-1(F)M-1(F) AWJPNWGVxX]Mtlanpr�nxlmmLaFAO NOTE40M]XISIMO N'LLVMO.VrEI:aEfERINCE PR6EM6]IAm.14eYNI5 BEFOaEVSE n4kdMAYdT/Wyryrn.tlMbnkavf}lNnlolf.npt�.uBvpsMmxw0MuJpYb4`.0NX1IlNay.umMaIMIMdddbWkgperomdePvereeeagnVciekecnuerlitmwf.¢RWdkxardvrera`NalNbgellrlFakab4msuGe4atlNswdln'+yYmeYNkuWa moBFl?bntlupmaYapdaaM�qmpePudkmRmw✓raZYerwlImaYwe�snmm,eee]e'MJnplaakg.kryifuea�,mYAKMMNu3ud.MdNlakmMMTPcWodeiuVmYbcmenmdLaaµrPo9vs0wlniaenmstorevrrouaildl al mFp M�'k 9DI'Df.W ' ldukdkRr ekl(tla.ddk�Y aeclbnagd¢MdMrs�'v a'dlnmMl.3n12It MID L E. 18f0 9V11110'/11YOM3.WMOq kCY auWgCmVurwe 6BW Petr ]uttlYlrMTOYM aMWebrriMml4alsa'+rMe.218 N.1ee3hce[SJb3Nax Jb.VRY1]II. ierrye.f JOD Tense T.Type Oly PN no15e351 HBOtcEA vol val + + Joe Raf"— o aonel BUNirq Campdwf96upply, Jacesanelle,F132266 9.OtOSApr 202018 MiTeklMuaaiee,Inc. Wed Jen 0413:32:04201] Pege1 ID:bIUiOI9FPo W kVIE2kZ1GZy3MP-bHH#APOBGO_W OTZWTIK128VpoCIP4MIPfiWkrylx9 ].00 1&60 V % ]�0-0 3CW=1:M.2 1. ffi ads U qp tz a ^ 18 is e a m zt ] ]I nz L e y 1 e I 4. 1 1a to 14 1312 11 1n 4� s.s= zfisa za3a Ple Ott M IRYF 10.2 0-23113'0-3-00.2-e1 I]' 4030119'0-2-80.2-BI LOADING'peal SPACING- 2- 0 CSL Q0.. In goc) Vdell Ud PLATER GRIP T. 20.0 Wats Gap DOL 1.25 TG 0.18 Vea(LL) Na - we 999 M@0 244/190 TCDL 10.0 __her DOL 1.25 BC 0.11 Vea(iL) Na - We 999 BCLL 0.0 ' Rep Sinatra Ina YES WB 0.06 Hor,r(n) 0.00 9 We No BCDL 10.0 Code FBC201411P12007 Mani Weighb1001b FT=20% LOMSEz9- BRACING TOP CHORD 2x0 SP No.2 TOP CHORD St aural wand sheathing directly applietl orb-0.0 oc pudins. BOTCHORD 2a4 SP N0.2 BOTCHORD Rgid Feling direcayaF41l1ed or6-0.0 oc bracing. OTHERS 21,4 SP No.3 WEDGE Len:2x4 SP No.3,Right 2x4 SP No.3 REACTIONS. All bee m,,s 2"0. (Ib)- Max Hoa 1=29(LCii) Max Uplift All uplift 100 lb or less at lolnl(s)11,13,14,15,16,10,1 Max Gray All reacdons2501borleseatlolnt(s)1,9except11=301(LC22),13=339(1021),14=330(1-C22), 15=31l(LO 21),16=336(LC 21),10=328(LC 22) FORCES. (Ib)-Max.COmpJMex.Ten.-Alllomes250(Ib)orlessexce,twesnshowt. WEBS 613=-260/115 NOTES, 1)Unbalanced roof herr loads have been wrwlaere l for the design. 2)Widd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDI--S.Opal;BCDLd.Opsf;h=1 an 8=45f1; —_ 7ft;eave_elb Cat. 11;Exp B;Encl.,GCp1=0.18;MFRS(directions)and G ExNaor(2)0.0-0 to 3-0-0,Intedor(1)3-0-0 to 7-0.0,Eme0or(2)7-0-0 to 29",Intedar(1)23401026 6-0 zom C-C for members and forces 8 MFRS for reactions shows;Lumber DOL--1.110 prole gap DOL-160 3) Provide adequate drainage to prevent water ponchM. 4)All plates are 20 W20 urress olherwlse indicated. 5)Gable requires conbnums bosom cho¢I bearing. 6)The truss has been designed for a 10.0 pal bottom chord we load nonconcurren+win any other live loads. 7)'This truss has been designed for a Iira load of 20.0pst on the bosom chord In all areas were a rectsroe 330 tail by2-0-0wide will at between the bosom chord and any afire,members. 8)PraNde mechanical connection(by oNars)of trues to beaMg plate capable of withstanding 100 to uplift at)oinds)1+,13.14,15,18, 10,1. Qwa laEADNn]Ea dN has bN[LUUEO.,,aEesses. E P1aE."oo m.nerecolSeEfaeE USE. Deal oninma c—crtrot arnry�n.P¢Iae YN.aBdWp�[biarvlvMfyMgMk2LIYIXEmlprrvanelersaM pquaY h/'w- 1^'+rare awdeWr Moll¢ovaml ataw coxa.Nwgneoarodawprawno-angmnm.+an mawaomaa aMd momlrertaNy.enawr,IX lomaorwrdl>arrrvwrnlroouy M k' •swan ranAoew N>oulYaaal+oYamomgnawnaml>pewrri y.rmeerwarlyd�mue.wmrwra Mu��arawaemo mw:alaL.Iwape.dwNarr.oreclbnartl lNaary otmma:a,anew.react»uxannl4axryenw.maarmaaa wugwvoirn eaw vr.ar ar. amNY IrimMM awIX4.aces ais Raroermnna.zlan.ue slwet sEloatz wa.aalevwzz 1e. lenpe.0.aalo Job Than T.Type • • CRY Ply 710159652 119010E), V02 sell" 1 1 Job Raftereeres o 8onel Bul8nCwnponenl SLypy, JWdonllle.Fl256 ill SA20item MIIeK Ineaftel bWexl i01] Pege1 IO:NUIOIBFPo WVb1ZGZy3mPgUraiRpLllNB0OpOMsIpsNe_3AryIX 68 3 29'0'e S. 84H)&3 660 8-43 nal=1W 2 an an II aop 1z 3 4 17 5 ifi e a2 18 B 4 0 3xd L:17 14 13 12 11 10 a 9M 36= 266.6 M2? 2511-10 Pia OR N DLYF 13'03-00-2 ll '0. -00.9-01 LOAD" (pal) SPACING 2-0.0 C81. Dl M (loc) bull Ud PLATES GRIP TOLL 211.0 Plate Grp DOL 1.25 TG 0.22 Ved(LL) tVa - Na BBB MP10 2/1/180 TCDL 10.0 LUnnotDOL 1.25 BC 0.15 Vee(TL) Na - we 989 BOLL 0.0 ' Rep Stra a and YES Will Ow Horz(TL) 0.00 8 we We BCDL 10.0 Cad. FBC2014]TPy20W Matrix-S weight BB It FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Ne.2 TOPCHORD SIni,lumf emod shead"n,di lly applied or 6&O0 oc eudlns. BOT CHORD 2x4 SP N0.2 BOTCHORD Rigid noting dbecby applied or 640 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. At beeMgs 25-10-14. (Ib)- Max Harz 1=28(LC 11) Max UpIIO All uplift 1001b or less el jolnl(s)1,8,10,12,13,14,9 Max Gmv All macllons 25014 or lass al jolnlls)1,8 except 10=288(LC 22),12=351(LC 22),13�921LC 11, 14=385(LC 21),9d 7h.0 221 FORCES. lib)-Max.Comp.rMax Ten.-All forces 250 gb)or less except x11en shown. WEBS 512=-269/116,2-1 a-28&147,7-91 NOTES 1)Unbalanced reef live loads have been considered for thb design. 2)Wrist ASCE 7-10;VUIk130mph(3swored gust)Vaad=101mph;TCDLd.0ps1;BCDL- .Opst,miffs;B--15h;t=p6ft;eeve-fift;Cat. 0;For,B;End.,GCpb0.18;MFRS hishadionap end C-C Earsho (2)0.11-5 to 811-5,InlerbRt)311.5 to 8-93,Emedor(2)69-3 to 21-3-3,Inleil 21-3-310 25-1-2 amm;C-C for mambas and forces&MFRS for mentons stwwn.Lumber DOL=1.80 plate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)At plates ere 2x1 MT20 unless olhenese Indicated. 5)Gable rail congnuous bohom chord bearing. 6)This(mss has been designed for a 10.0 pal bottom chard live load normoncunenl arm arty other live loo&. 7)'This buss has been designed for a INe lead of 200pef on the beftem chad in all areas arise a rectangle"-0 tall by 2-0-0 area vdll fit between the bottom chord and any other members. 8)provide mectanical oomlecllon(by others)of truss to beadmg plate capable of Withstanding 10014 uplift at joint(s)1.8,10,12,13, 14,9. AaMxe-vadN a..pnA.•.mx..=,Masaaxoresuln ax rMS aha wetuoao svrex asxswxce Fxe6Mi)m n..lamaalseasoae N9,WWIa,xe WYrMtt,MI1MNewmelers Pk W. kht<sd aYYUPonpa'anelen Rimm.u,tlkla an..hlelfre, rw,wve,rot nlnsyerenr.8erur w.ma ulee®lpwrnut-affy 1Mq•Wk'+eWINa1WLLJrpumreienzq ph,r,MaP-ab eedoe, nIORa ok'am tl4ayaalP.a«rolmAaredbrowe.'arltlwNtYldalexldw nwwWkalelarnad mano..wv.xxWmrxl lanpaaYaq PemlvwM rmnu MiTek brlm4i regMal b tldlYyaMlo Pre�aecdlq,�MngMle�lw J t'1.ryaYJ pc}nrlY Wrl�e.fa pared prdT'yrregnnlgM Ideknlla.YurWe.del6erY.aeclYnm]tlWgo111r694OH nr6M1an4 feN,M1lIR14dNOYh.p9d9al,C BC118V1fIpeaRawe ,4e 3Y 01vtl. 9W1YaYalrpllM wtlKhYan IrIRRGekMMe,41e H.Iw SaeeL 5db312 NevmtMl VR'R314. ,.FL ' Job Truss T.Type • Dry Ply 710159653 119010EA V03 Vemy 1 1 Job Werenes ropbonQ Building CdnD0116ni 51pply, JaCk60mnlle,F131258 s.olOa Fpr 202016 Mnekllpusln9a,IW Wee Jan Ua l4.a Ucy6lL aper IDdglPOl9FPouA2Vlbik2rGZy3MP-0gOM55RkdEW%dyeuno6THeetT6Wcy61 u%bcxyj%> 699 1333 22-08 693 430 6B3 &4 II ses= &6 11 COD t2 3 4 is 16 5 72N II s 13 14 17 7 p aN 3R% 12 11 10 B 3 141 3A 18= Zr4 2,4 I &4 I 2 220-6 12 21-11.10 PI NOSardsmy)- 1903-00.23115'0.1-00301 LOADING(paf) SPACING 2A0 CSI. DEFL. In 0.) "1 UR PLATES GMP TCLL 20.0 Plate Ghp DOL t25 TC 0.21 Vert(LL) we - Na BBB MRO 2447190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(IL) Ne Na BBB BOLL 0.0 ' Rep Stress Incr YES WE 0.05 Noun 0.00 7 We We BCDL 10.0 Code FBG2014RP12007 Matox-S Weight 74 to FT=20% LUMBER- SRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wootl sheaWrq throaty applied or& f)m pulllns. BOTCHORD 2x4SP Net BOT CHORD Rigid telling directly applied OI oc bracing. OTHERS &4$P N0.3 REACTIONS. Allbaarngs21-10.14. (Ib)- Max Hort 148(LC 11) Max Uplltt All uplift 100 lb or less atlolnt(s)t,7,9,11,12,9 Max Gmv Allreacllons2Wlborlessatfuings)T 7except9 WO(LG22),Il�19(LC21),12= l(L0t), 6=365(C 1) FORCES. (OR-Max.COmp.Mtax.Ten.-Allforces250(Ib)orlessexceptomenshown. WEBS 2-12=-276It44,6-6=9&137 NOTES 1)Unbasnoed root Ilse loads have been constlered for this design. 2)Wind:ASCE 7-10;VU1=130mph(3-won1 gra)Vasd=101ol TCOLd.Opsf;BGOL=5.0psf;R-1 OR;B=45ft L-24h;eeve-,lh;Cat. II;Ery B;End.,GCp1=0.16;MW FRS(diredbnal)and GC E tedor(2)611-5 to 311-5,Intedor(1)3.11-5 to"-3,Eatelior(2)0-9-3 to 1333,Interior(1)17-3-3 to 21-1-2 mne;C-C for members and forces&MFRS for neadlons shorn;Lumber DOL=R Bo pial. gap D0U1.60 3)Provide adequate drornI to proven wafer ponding. 4)Gable requires continuous bottom Mord bea4ng. 5)This Russ has been designed for.10.0 pat bdttm chord live food rwnconeunenl with arty other We loads. 6)'RIB Wes has been designed fora live lead 0 20.0ps1 on Rhe beft=chord In all areas xfiee a mdangle 36-01011 by 2-60 soda will if between the bosom chord and any other members. 7)Provide mechenicai connealon(by others)of Russ to bearing plate capable of Wthstand rid 10011,uplift at loint(s)1,7,9,11.12.6. AL VMOd4 °penmH —PsE.tpNMEa ONI ANOtlKLWEOMnENPEFEMNCEYIOEN7473 m.IOO.YNI6 aFPoMOY CSSpI WMIw um MY'aT MIeW aw¢ckrt.RAdtlnn elwed wYY uryn{giwnelen Ywwn a'A 61w mLWINWM dMaly cap{wenl.rot it Insryikm.setae�N..ae Wkafp M54m nxnl vatl ott¢gfAkd11Noltle9g,IvenretersaM poOerlY LcmOwaR IMOe$n Nluanovwdl G,wdefart aaGgLxlealetlblo perenl WCMIw 1x0Mx1 MmYreDm1'h�dnrel manbei.eaYPb]Ikxd iw°PwuYa,dcenrmenthxwl Mire k' tdwa@rMYMI IttakfltlYaabgermlcdaP°Y�MatlO�wr1 Lerym]q yelly GaMpe. fu pmrmd pb�ce repidgYw Boa, i.ilaaN. VWyNBCKlrmilv¢IrBo11 aMlnmW slf JBWMI4xgay Ca4r403aa9aa aCY BriTYCunWeaM Oa PeFL T#afl Oatl. 3dNy Idpmgbn wYtle M1anlnailLla MIIIule.2la N.lceaM1eeLSlle 3lZNewxaMi VA22314. 6°^Va Job Truss Tws Type v Oly, PNT1o158854 PA flai VW GABLE I 1 Job Learn ISK gmn &xbirg Cempdenl Supply, Jedeornille,Fl92256 8.010s Ap120203d4P-5xebuehiec,Lb. 8Cd Jan0413: 4da5,01] 3sgel 10:MUiGIBFPonAkVlbRkZlGZyIIMPSEy4_RT3VdATxgCOGtIIflp1E1DW4me5JM5YJzy7%6 Sl 1608 6BB 1,93 Srat 2B♦ SM= ACO 121H I 9II m n s 1 ] e 9HC 2M II %= . II . II 1605 1606 PlablOtheal 1393-002-41 LOAOINO(ps1 SPACING 2; OSL DEP. In (loci Intel w Puns ONIP TCLL 20.0 Plate Gtlp DOL 1.25 TC 0.22 Ved(L.) Ne - we 999 Mi20 214/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Ved(iL) Ne Na SSS BOLL 0.0 ' Rep Stress Incr YES WE, 0.05 Hoa(TL) 0.00 5 No We BCDL 10.0 COde FBC2014RPI2W] Mahix-S Weight 59 to FT=2. LUMBER- - BRACING TOPCHORD 2x4 SP No.2 TOPCHORD BINaWrBl wand sheaWng drecdy applied or 6O0 oc pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly applied or 1080 oc belong. OTHERS 20 SP NO.3 REACTIONS. All bearings 160-6. (Ib)- Mex Hm2 1=29g.0 10) Merz Upllg AIIupllfllWlborlmse(jolM(e)1,5,9,6 Max Grey All reactions 2501b or less at loinds)1,5all 7=267(LC 1),9=386(.021),6=386(LC 22) FORCES. Qtd Mex.Comp.IMax.Ten.-Allrorce3250(Ib)orless exceptxTer.h... WEBS 2-9=-288,142,46-288142 NOTES 1)Unbalanced roof Ilve loads have been considered for the design. 2)Wind ASCE 7-10;VUR=l Wmpb(3 Second gun)VealO1mph;TCDL=S.Opsf;BCDIaS.Opsl;h=181b 13715ft;L-24X;eave=4R,Cat. II;EV B;Ere.,GCpi=0.18;MFRS(directional)and C Etl mod2)0-11 5 to 3.11-5,Interop)311-5 to 603.Extadm(2)803 to 1383 mne;C C for members and forces 8 MW FRS for readore shown;Lumber DOL-160 Mate grip DOl 3)Cade requires continuous bottom chord beetle,. 4)Thee Buss has bean resigned,for a 10.0 par botlLrn chord live load p0nconweeM wgh any Other IIVe loads. 5)'This tmss has been designed for a live load of 20.O1sf On Ne bollom chord In ell areas where a rectangle 3-6-0 fail by 2-0-0 Wide All fit between the bottom chord and any other member . B)Poll machanlcal conneolon(by others)of truss to beefing plate capable of Withstanding 100 Ib Uplift at)ohil 1,5,e,e. Qa.eRNMPVMIy MYpnonxnelmuE n00 NOISE ON TMS daO WCLWEOMIER PEFENINLF IdeE M6)O]nv.feVYle I56EFOPE VEE Id! �p�YaMlwuwuY MO}Janme:ew.c lnaalee.Igleklwfaf�Yae*�n pn,m,eeGispown.un]alw mYxfIMLM WIIdro ewn,µurentml oJoe M1em.0elwa uv.n¢WWgtlzlaten'mwl valh nil yyIbYMIN o1de9�T Wemelarsmin eW lY IWoR Mvle!k{nlneo Ib wwall MiTek' kWT'6rttMaNbaMLaNtM lolxeumecull4te WMrmlMne,ssxxi Yyryagpc(�MIXan4le.WlcemaeuMLn:n le9�nAp nee aeon EY yt lCnitrl•MaBa dannY.el6clbn aN aaYep onmOe:ad menryslema mrAN1/Mn 6gNMaal.M.paa'n9 an4 eCH NixnB�exrowwnl i. .cl.1.1. ayNy Ilbmdm rnvJLL4stan Inn%Ob YenM¢21a N lea Sxe9L SEM 312 Ne[avltb VA2231 ^F°IL Al Tis Truss Type r r CRY Ply T10159665 119010EA VO6 Valley 1 1 oR i ore Butting Component Supply, Jazkwmilb,F132bAf 0.010c�pr202010W,.ymema ,,.. Wed J-u4Q:W:0S2017 Paeei ID:hMQIBFPOWkWbVZrG pMP�aWWnTIGFU1 gnKUgGBUM0eR WnF LNWZyIM l.q 3 006 7" 9D3 Scab-1223 66- 2 4.W0 12 6 6 3 s 3M 4 3W 11 12 14M P -12 1311-10 Plate Obsess 0(.YI- 12'030 41 LOADING(psi) SPACING- 2UA CM. DEFL. In (Ix) Vdefl Ud PLATES GRIP TCLL 20.0 Rate Grip DOL 1.25 TC 0.50 Vetft L) Na - We 989 w20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Ved(TL) We - we 999 BCLL 0.0 ' Rep Wass Ixr YES WB 0.07 Hort(TL) OAO 3 We We BCDL 10.0 Cade FBC201,VTprp07 hill Weight:42 lb FT=20% LUMBER BRACBI(! TOP CHORD 2x45P No.2 TOPCHORD Simclural wood sheemi directly applied or 6O0 oc pu111ns. DOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 1600 co bractng. OTHERS 2%4 SP No.3 REACTIONS. Qdei,a) 1=20Wl3-1014,3=208113-10-14,435611&10-14 Max Hour 1=22(LC 11) Max Uplift 1=-20(LC 12),3=20(_C 12),4=-23(LC 12) Max Gmv 1=215(LC 21),3=215(LC 22),4- 5 (LC 1) FORCES. (Ib)-Max.CompAAax.Ten.-All fomes2500b)orless except emenshown. WEBS 24=-3791164 NOTES 1)Unbalanced roof live loads have been considered for this deal 2)Who:ASCE 7-10;VU11=130mph(3-second gust)Vmd=101 mph;TCDLd.Opsb BGDL=S.Opsb h=l Slb B-45ft;L=240;sable ift;Cat. 11;E,,16:Fact,GCpi=0.16;MFRS(dlrectlonel)and C-C Exle or(2)011-5103.11-5,Interlor(t)311-5 to 7-03,Etderior(2)7-0-3 W 1003 mns;C-C fur members and forces&MFRS for reactioer shown;Lumber DOL-1.60 pale g0p DOL=1.60 3)Gade requires continuous bottan chord bearing. 4)This buss has been designed for a 10.0 Of bottom chord live load Ilonconcunent Wim any other Iive loads. 5)'This buss has been designetl for a Ilye load of 20.OpN on the bottom cMrd In all areae wfiere a rectangle 3&01X1 by2-00 as" well Pt between the bottom clprd and any other members. 6)Provide mechanical connection(by others)of trues to bearing pate capable of withstanding 1001,uplift at tourist 1,3.4. Y WdaNNaVvay Mpnprmmlan mGaEdONaIES CN ml9WOtl1[LYOEa NIIEx 9EFEMNLE IdaEYlll9nr.mov I59EWMVSE �Mltl 1puw eMY'MN Mlekecuvwtbn.RYs dNpleO.b�l weY ulwn{viarelers Nnxman]hMmLvlMtlual lvltrtliq onnpawni.ml Mem �1ae uW.Re We]Iq 4e1b�iMel VAIN pleq�IkWW/ol IX9(In paunatwiCM ggMpY Yxxp�xnle Mk tlnylnlnb Re Maull 6 �W�[Ff�gWxm v�M Peri Wl4re�w1TW%Y ✓IeYRaC�IN�n �.AtlrAe,r.,l;�'u:e'� dVMiMa9p M k• kExCaIbL51wo3a.daMay.aeCMaaly LpotbmesmlmmwNemeazeaXY/PII Ynby CMMb,osEYe9aM eCSIWMnvauMenalx ON4 by, R. �t Ed MY IlMmdon QNttle nanlnafMle MIIMe.21a N.LB¢$IImL Slee 312 Abaaxht VTY[31 L. Job Tres Tess Type OIY PI/ nelslxl5e 119010EA so Valley 1 1 . Job Reers l4onel BUIGng ComporreM Supply, Jackmnvila,F3226 80106d2030m WeG4e11a1aw ID:MOIgFPMtbIZGy3MP.aWCTIGFUQWUgGBuMCSR81d0YLN NrarygeXs 503 04e SO3 5.O3 yye:3N41' 4x5 II 4.a0 F12 2 6 ] e s 3 1 y ` a 4 2x4% 2x4 II 2x4 1006 2 9-11-10 7LOADING (psi) SPACING 2410 CSI. BEFL a (roc) Waft Ud PLATES GRIP TCLL 20.0 Rale Grip DOL 125 TG 0.21 Ved(LL) Na - We 1388 W2024N190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Wet(T-) Na - Ne 888 Strauss BCLL 0.0 ' fled Ss lncr VES WS 0.05 Hoa(TL) 0.00 3 No Ne BCDL 10.0 Go0e FBC2014JrrPI2W7 MMrkS Wso, 291E FT=20% LUMBER- BRACINO- TOPCHORD 2xA SP No.2 TOPCHORD Slrudural wcod endNOing directly applied or 6-00 oc putlns. BOT CHORD 2x4 SP NG.2 BUT CHORD Rigid ceiling Mrectlyapplled or 100-0 oc W Ang. OTHERS 2x4 SP No.3 REACTIONS. (IWslw) 1=14M 10-14,3=140.9 1014,4=3739 10-14 Max Hoa 1=15(LC 11) Max Upllt 1=-14(LC 12),3714(LC 12),4=-15(LC 12) Max Gmv 1=144(LC 21),3=144(LC 22),4 M(LO 1) FORCES (Ib)-Max Oomdl Wxx.Ten, All forces 250(Ib)or less except ellen shown, WEBS 23=-25Gf38 NOTES. 1)Unbalenced of IIVe foods lava been considered for NIS deign, 2)Wind:ASCE]-10;Vit=130mph(3-second gust)Veld=101mdb;TOO".Ops[BCDtr5.0xi h=16fh 1371511;L=24f1;aavedfl;Cal. II;Exp B;Shut,GCpi=0.18;MW FRS(directional)and C-C Eterior(2)0-11.5 to 311-5,IMerlor(t)311-5 to 503,ExleAor(2)5 03 to 8A32on,"for members and forces&MW FRS for readlons shown;Lumber DOL=1.80 plata grip DOL=t60 3)Gable requires conflruous louder chord bearing. 4)This puss has been designed for a 1(.0 psf batten chord ING food mnwnwnent wail any other live lords. 5)-This buss has been designed for a live card of 20Dpsf on the Whom chord In NI areas ofeas a rectangle 3h all by 2wlde well fit be..to bottom chord and any other members. 6)Provide mechanical connection(by ogres)Of truss to beadlg plate capable of wllhsanding 10011,uplift at Joint(.)1,3.4. �WJPNMY VMI,Ewlpnpnemr--,aExG Ne,Ea da 1NKxHO M'LWGEG MIIEx aEFEMNCE.OE xWAAm,I.,r aloe— E �� Wan«m«Yr.m...rnvcu—ue,tleYnn 5Lvici«Yrr4`Yr nn .rc axwm.mJar«mfMAQrd axtlrg mniWrrenl.mi niaryalem.lrxcup�lrak YW .1 se, b.6drg mAddvxdxcaya ,d ,.,d MiTek' YtlWgM1 WYrad MSPYMWaMbpondxox .Wlh P-vLe@wvxxaxyatl PgMVr4xrMR. fa Bxr«d pMace rea�U9Xa sB0<PaM adult PGtoIMi.[I«o3e.OSWBle wecYmatllvacMdM1uveamOMiMk,31Zd NVINI Vsn Mxlo.p36d9m4 aCA WMnp Canpurw6 YMy MamgXar wdlYAe M1an 1w IMe MYMe.R1a N.Iee STee1,911a]12 Ole�aRYh VAYl31<. ierrye.0.3E10 Job Truas = Tmu TYPs City Fly T101150156711.01 CEA V0] Valby 1 1 ob Re oM BWWIg CdnpdreN Supply. Jeck.EgMIIB,F132253 8.010E Apr 202018 MiTek IM�BMec,Irc. WBB JBnW 13-M0 2017 gaper IO.hX1I0IgFPouNNlb9kZ1GZy3MP-1F4APNK1YCBrLMXJ1LVk8vP6r1hYgBOr?GCC1¢yfX4 503 89 8 503 0p3 ub=1:111 TB= aao 12 2 3 1 y aG s 0- 2 B9fi 0 2 51140 Ptet Oft els IXV)- 1243-0Edgel __ LGApNG(ps) SPACING- 2-00 CSI. OEFL In (loo) Vtlafl Intl PLATES ORN TCU 20.0 Plaie Gop DOL 1.25 TG O.W VeM1(LL) NB - Ne ppp MRO 244/ip0 TOOL 10.0 Lumber DOL 1.25 BC 0.22 VeM1(TL) We - Na app BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(TL) 0.00 3 Na nor BCDL 10.0 Cotle FBG2o14/TP12o0] MadsS WelgOf:15 lb FT=20% LUMBER- BRACING- TOPCHORD SW SP Ni TOPCHORD Sh mlx dsh thingdim0yapplietlor&OOecpudlns. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid cellIN theory applied or 100.0 oc bmcing. REACTIONS. fib/size) 1=166/59094,3=16&5-10-14 Max Horz 1=7(10 11) Max UPIN 1-11(LC 12),3=-11(LC 12) FORCES. (Ib) Mex.Comp/Max Ten.-All forces 250 gb)u Tess except wfien shown. NOTES 1)Unbalanced roof live loads have been conEltlered for his design. 2)Wind.ASCE 7-10;VhAt=130mph(3second grant Vasil=101 mph;TCDL-S.Opsf;BCDb5.0 M;h=18X;B-15@ L=24ft;eave�ft;Cat. II;Exp B;E.L.GCpi=0.18;MFRS(directions)and C-C Exterlog2)mn%C-D for members and tortes&MFRS for riadore shown;Wmber DOL=1.60 plate gdp DOL=1.80 3)Gable ro0ulres continuous bottom chord bearing. 4)This Inns has been designed for a 10.0 per bottom mord live load noncorwnent with any other two loads. 5)-This house has been designed for a live load of 20.0(af on Me boftom chord in all areas where a rectangle 36-0 W I by 2-0-D wide vall fit bsvreen the bottom chortl and any oMer members. 6)Provide mechanical connection(by others)of alae to bemng plate capable of wlMstarsoN 10016 uplift at joings)1,3. Y WIMIWn .x ,4Yanpereunre REBe Mr]EEONTIaa ENOP'CLUOD I/EKHEE AWEPoOEM74Anr.rOttYP016BEFONEYEE �� 0asan WpWvsscestrr ada" nreckxs.IMdea�kbaeiwYYuWn Nunerers Yvwm.uMhlwm MM]u4 b.MhyuvriWrent ror Ini derwarrcraeue.nw tlmUm malvwlN Eia hcdANalem�pr paar¢Im INJ pcyanvlrcwWo6nt Q4' rINo11'e wadh b°�arO d�4rra avrrta�w s�o raYamlx.:hsemrr>`�dlnowreomo/wdroramantwsaN.]mLwrnlwalArwmaP•rrgwal rrchre MiTek' eamsren/aaw.lmMvmelowe�rncwmrYmm ro.Laecararn LyEYaaprmerhvd�awa.we.rw�rEaEuowmreeasvine kLCalbr.ehuoy.tlM+9rw PecMm]IxcYV dBimPffOHINSMI®rRasY,MWN1YdNG1La1M.bMd9 TaBCE1kMA1V�aaVarwBt 6Poi eerYe EW BMtl. lyYE kEgmdorra6Yle M1anln6Mb bARM.41BH.lea SheeL9Ma12 NemBh VRYLi14. iarrye.11 T1810 Job tram T�Type OIY Ply - T1015BL15B 119010EA V10 VMby 1 1 DOER t rce(o 4are0 thrunng Cdnponent Suygy. noelR32258 8.010eApr 202016 MITeklMuetrles,Int. Wed Jen 0413.32.10201] Peg1 ID:MUiGIg;PO MU7x21G2y3MP-VReCc VyoaM208gMs WWFEgVHe5YMI"jx3 9183 44-2-7 31.(fi1' 12-f 14 $Lure=1]22 �_ — 4m12 1 2 25 2g 3 4 8 27 8 1 28 8 9 10 � tP 13 d 24 23 22 21 19 18 17 18 15 14 five= &8= 4427 2] PH O8 el IXY1- "3-0.0-2-81 LOADING(yail SPACING 200 CSI. DEF- In (bc) Utlefl LM PLATES OMP TOLL 20.0 Fuels Grip DOL 1.25 TC 0.1] Visi Ne - Ne 999 Kenn 244190 TOOL 10.0 Lumber DOL 1.25 Sc 0.18 VerIQLi Ne - Ne 999 BCLL 0.0 ' Rep Shags Ivor YES WB 0.09 Hor](TL) 0.01 13 We u e Bi 10.0 Code FBC2014?PI200] Metrix-S Weight 1841b FT=20% LUMBER- BRACIL3G TOP CHORD 2x4 SP No.2 TOPCHORD StrucMel wood inerathing dlledlyapplled or 809 m purlins, BOT CHORD 2x4 SP No.2 except and verdoeN. WEBS n4SPN03 BOTCHORD Rigid telling tlreclty applied or l GO-0 oc boadng. OTHERS 2x4 SP fill REACTIONS. Ardeaangs4391-10. (Ib)- Max Hort 24=-10 (LC 12) Wait All uplift 10016 or1em aljolM(s)24,23,2$21,20,19,18,1],18,15,14 Max Gmv All reactions 250 to or fess at Joni 24,13 wept 23=431(LC l7),2211395(LC 18),21AN(LC 17), 20=4M(LC 18),19=403(LC 17),19=W1(LC 18),17=412(LC 1]),l8 M7(LC 18),15=324(LC 1),14=314(LC 1) FORCES. (lb) All Comp.IMax.Ten.-All forces 250(Ib)pill exceptvTenshown. WEBS 2-23=-257/11] NOTES 1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vead=101mph;TCDL=5.0p I;9C9L=S.0psF,h=1811;8=451t;1a44f1:eavebft;Cat. II;Exp B;E.L,GCpi=0.1B;MWFRS(dlredlal and C-C East 0-1-1210488,Intu0i 46 to 43-1-2 a,nerC-C(or members add forces&MFRS for reactions shown;Lumber DOL=1.50 plate gap DOL=1 80 2)Prower adequate change to Prevent water podding. 3)All planes are 2x4 W20 untem olherwiae inclosed. 4)Gable requires continuous Whom chord bearing. 5)This truss has been designed for a 10.0 pal boatm choid live bad tnnconcunent w[Ih any other live loads. 8)'This trees has been designed for a live load of 20.Opet on the bodom chord In all areas where a rectangle 36 0 fell by 200 wide will fit between the bottom chord and any other memtrer ,with BCDL=10 Glmf. ])Provide mechanical connedlon(by othem)of truss to bearing plate capable of wlthelanding 100 to uplift at jolt 24,23,22,21,20, 19,18,1],18,15,14. Alk Nor.-livie, pnpei°niHan mho aw..WI]aK AW w.pariEO NIrEx AFFERAN PoOEM14TJ nr.also 69EfOPEYEE WYTWMl. uc WY th A.11* d=..Ri.1 kbsetl .desan ontenidive lktwmFdIN1d WltlYycanp[xmL rot InIImlem.ease ue.maW o94ren haat venNmaOwltaalloltlwlT wnNnmi°lmsma pacenYwtuaOrrne pwtletlT Nlo llnave�dl d4aDe®p.aQa,ek,x nal s�$olxevw+r.Kl:aetkban lna»aomvaaemma,.ea,.em nealanmm�m°rwmtloam,a,a,na ra Iff MiTek' ar �e4Ead kltlmMaNbpatadaWq and re dd",."Ve"Quany, B.FvgHa"ond ism\P49M W0<Perke Eeen BN 4. kI>trolba GaaOe E&xery.aeCMUA[lgd8i�mtlL�v°yeMr6 HBWaVM1YYly CINnb.M6l9utl lL9 M�l�9CaaiMMM i° .FL P° .10 SyMYYImMm wd11 kanlnu FMle k®nkRa.2la N.lro Slnnl,91N912 NemaNh VAP2314. " Job Thio Trues Type • Off Ply 710159858 119010EA V11 Valley I 1 ERN to eolsll Buildirp Component Supply, JacxmmilM,F132266 8.010sApr 202016 MITeklndlstries,Inc. Weal Jen 1M 1932:11201) Pepe1 IDx UiO18FPaoAWIDPk2tGZYJMP_dGagcWeZAevOIW1RSNzpX_kwalWKhEJMGgrAX2 . 1 3133 04'86 1 yBg 1283 Sche 1.73A Odd FI2 = 9rb= 64 11 t 12 3 02g 5 6 ) as 9 a 30 10 11 2 31 3813 � to Y 27 Or ss M 23 22 21 A 19 1 8 17 16 1s as C 3 35- 3118- NLd M-08 Plate Offsets(XYI- 12'630 31111'Di-0O<+-nt LOAgNG(pail SPACING 2-60 C81. =V."(TL) x) Wall W PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.1 - Na 999 Nrl 24,190 ]CDL 10.0 Lumber DOL 1.25 BC 0.1 - We 999 BCLL 0.0 Rep Stress lncr YES WE 0.014 Ne Na BCDL 10.0Code FBC201,FPN00) Metrx-SWoof 1851E FT=20% LUMBER- BRACING TOPCHORD MSP N0.2 TOPCHORD Structure!wood sheathing directly applied or OHM oc pudlns, BOTCHORD 9N SP NO.2 except and Mail WEBS 2x4 SP No.3 BOTCHORD Wgld calling theory applied or 1600 co owing. OTHERS 2x4 SP No.3 REACTIONS. AllbeeMgs 43-11-10. (Ib) MU Fort 27=9SLC 12) Mex UpIIX All up111t 100 lbarlessal)oint(s)2),1),18,20,21,23,24,25,26,16,15 Mex GwV All reedlo s 25016 or less at lolntp)27,14 except 17=329(LC 18),19=424(LC 23),20-9)(LC 18), 21�"(LC 1)),23=402(LC 18),20=401(LC 1)),25�7(LC 18),2 W7(LC 1)),18=32)(LC 1),15=349(LO 1) FORCES. (Ib)-Max.CompdAax Ten. All tomes 250(lb)ormat except Wean shown. WEBS 1619=2 125,12-16=-2Wn57,13-15=-2551138 NOTES, 1)Uncelenced mof Ill roads have been considered for this dedgn. 2)Wind ASCE 7-10,Vulo-130mph(3 ar mond Bost)Vesd=101mph;TCDL6.Opaf;BCDL3.O,sf;tel BB;B=15M L=44M1;eave=5f1;Get. II;Exp B;Enml.,GCPI=0.18;MFRS(dimdiorm)end C-C EMe0or(2)61-12 t0 69-5,Intl 6&5 to 31-33.ExMdor(P)3133 to 37-5-132orl far members anal forces&MFRS for mactlom shown:Lumber DOL-1.60 plate gip DOIr1.W 3)Provide adegude drainage to prevent water polling. 4)At plates are 2"W20 msess othensise IrMlcated. 5)Grate requires continuous honor choM bearing. 6)The buss has been designed for a 10.0 psi bottom chord Irm load nonooncunent with airy other We bads. T)'This buss hes been designed fora live lmod of 20.0pd on the bosom croal In all areas winere a mderlgle 3&O tell by 2-M Mde WII ie between the bottom chow and arty other members,Wte BCDL=10.Opsf. 8)Floods mechanical tona los(by ones)of Imss to beaMg plate capable Of Michanding 100 In Will at ldm(s)27.17,19,N.21, 23,24,25, 26.18,15. Q WppNNa Vukx WYpnpuamemv mCeepO..PY II SpNa saxto...hall asla.NCE 4IYE sxl.I m.'.Is aefOPE USE. OeYa,u fa mo Y le cmhc,,xn.Rh ncehn Y Lv ,Wy ul>n ,oltfsflawrt W e iw On lwlW kWNq concr—L rot II wswmw,--.nleMNticb�,a mltl Yally RaaNlc[IllNdderllFlfma,latersaJ or.,t,cu4 ae exacea,l90 ll,eovadl ITWpmYgt 9awptgcaW kbb Pew,ltvi]eydeltfXl/Ik,mwebm4wclVtlmemlvrtdiy.M]IkIYI MmpmYu,J1�mMlel,i ly 1,9 M k' krTuvR,�AedKKMYIIYadbps'a,IW4�w�I�ePe1vYJ NIIYotl PNglYd�mVe is[g,dtl 9LL1�'ce,eV�U,U,V f¢ WIkuMlrboy.b'MY.Neclknatldact9 dM1,mnmYlluryLemx welXIITIIifyClMb,pIBMaM K9 Futlgd�9 mw Pao Fate,. yfl4fy I1Mmdm p,W4e M1an 11u IMABxWlnle,RIe N.I�swa1.9/N31 R.NslaMy VRR2314. Te1rye.Fl x8610 Job T. Turas Typa City MY T10159660 119011 V12 Va, 1 1 JOE ... ....a o Eonel Buil6rg condoned lMusNee,Inc. 6lgply. Jacksomilm,R 32266 8.010 a Apr 20 2018 MiTeWed Jen0113:32:13201] Pe9e1 ID:hIUIOIgFPWAkvlb]kZIGZyJMP wOJLFUXg6M XYSPRuy34PSMAlttp IOOPgMXO 4$.11 3133 N'86 4b11 2688 1283 3[W.1]2.2 4.03 12 3x6= des G 6 11 J¶1 2 3 4 a. 6 A ] L a ad 10 11 I1 12 31 i az13 i u g 6 27 26 33 25 N 23 Y1 21 20 10 18 17 16 15 3ffi= a6- 4-0$ 46 Alam ofleam an 13oa-oo-z-et Rro-1oB of LOAgNO(psq SPACING 280 C81. DEFL In 0.) Lke" I-d PLATES GRIP TCLL ffi0 Plate Grip DOL 1.25 TC 0.18 Verl(LL) Na - Ne 999 MT20 2W90 TCDL 10.0 Lumber DOL 1.25 SC 0.17 Ve0(TL) Ne - No 999 SCLL 0.0 - Rep Stress Irk, YES WB 0.09 Han(TL) 0.00 14 Na Na BCDL 10.0 Code FBC2014 P1200] M9mxB WM�L 18216 FT=20°6 LUMBER- - BRACNG TOP CHORD 2x4 SP NO.2 TOPCHORD Stimhudil wod sheathing directly applied m 6-0000 Parma. BOT CHORD 914 SP N0.2 except and vadlcals. WEBS 2x4 SP No.3 BOTCHORD Rigid telling dl,ectly atoll or 10o bracing. OTHERS 2x4 SP No.3 REACTIONS. Alfteadngs43-11-10. (lb)- Max Hou 2]=63(LC 12) Mex Uplift All uplift 1001b o,less al loIN(s)27,17,19,20,21,23,24,25,20,16,15 Mex Grav A11,eadlmr2501bo,lessatldnt(s)27,14axcaptl7=332(LC18),19�24(LC23),W497(LC16). 21=403(LC 17),23=403(LC 18),24=Wo(LC 17),25=411(LC 18),26=320(LC 1]).IE32](LC 22),15=349(LC 22) FORCES. (Ib)-Max.COmp/Max.Ter,-All forces 250(lb)orless exceptermn shown. WEBS 10.19=-26W125,12-16=250115],1315=-255138 NOTES 1)Unbalanced roof live foods have been conddered f0,INS design. 2)Wind:ASCE 7-10;Vu1k130mph(3-second gu d)Vasil=l otmph;TCOLd.Opsf;BCDL=S.Opsf;Rt Bd;B=451t;<-44f1:eava=SX;Cat. 11;Exp B;End.,GCO=0.10;MWFRS(directional)and C Fxterbr(2)0-1-12 to 10-85,Inamor(1)100.BS to 31-33,Extedonjz) 31-33 to 37-5,132one;C-C for members and fomes 8 MFRS for reactions shown;Lumber DOt=1.60 plain grip DOLr1.60 3)Provide adamfate drapings to prevent wafer gorging. 4)NI pEde3 are 2x4 W20 unless otherwise imitated. 5)Gable requires contlnuous bottom cmrd bearing. 8)This mass has been designed for a 10.0 psi botlom boats live load nonoorlcurnam with any Other live Imes. 7)-Thre truss has been designed for a live load of 200psi on the bottom dlord in all areas where a rectaNI8 380 W I by 280 wide WO fit between the b0lom chard and my members,eim BCDL=10.Opaf. B)Provlde mechanical commdon(by Others)of muss to bearing Plate capable of wmhstanding 1001b uplift at Idm(a)27,17,19,20,21, 23,24,25,28,16,15. Aso. GYpn pumnlmuW wFAO NOIE90N IItl5 NI0W3LU0En MI1ExaEFEMHGE V4aE M6)ITlnr IOIIYl016BEF0aEU9E. wM1w�wuvwlm Mnam.:w,aa�nw:meawkm cm.�aorvvawa vwwremax.,w,.oa6 elw m x.axx.x r.Arvnp�wxPwwm.iwI a lam n+mra.salons uw.Ire HAMry a�pew nam venry Ire<ar+kmnn o16�t>awmlm w wwwly rkwPorw ns Bias nm xra o.wm Wdq QNTr.a�ha Lx>taladbbwevenl MwYfMMMNi?tl MwebaM/acicNmenLvrsurN./[MIM JMnP�rW aWtamawnt Hacrp 'Moke ewe+vrmrme io as emooum�wml aew=orinM+radwwarlvmri�a.rw wrwrn e�Emke.awmax.a won v.m Eon ar e. .or..tleladar"erV.aeclbnIXAGm9olln®avoglnIDMrarM®eAXN/IPI1GWMl1MM.DYMatl ECRYMmCOnpwrwa rxrp.ft surto fdMr yypBphn wylyYarmi trim N[HrMMO,z1e N.I�SEeet 9Ib 312.NexuNM1lvwnal4. Job Truss TIIm Type a Ob Ply 110158661 1f8m CEA V13 Velley 1 1 o1,Reimuri Baft"Command Supply, Jaddamelle,FI 32266 amus AINOD2meaeiexlawarn ou. oeaaan0113:32,A42017 Pa •• Ih.MUiQlgFNo IbMtGZy3MP-0 4SgY EUHIEWa.9R gu69e0wA7wGgylWAV ]4] 323] 44U6 ]A] 25-10 10615 de=1]RB 4.00 Fl2 On �y= ass 11 4 5 6 26 7 p 9 8 1083 31 11 12 2] 3 13 2 y 1 4 u 26 S 20 23 22 21 20 19 1B 17 16 15 45= are 3e6= M-0S P8 Plat Olsels MYl- I '0.3-00-2-B1 f1261-O D3-0I LOAOINO(crap SPAgNO- 27 OBI. mi In Ow) IMee W PLATES GRIP TCLL 20.0 Pleda Gdp DOL 1.25 TC 0.52 Ved(LL) Na - Nfl 899 MT20 24G190 TCDL 10.0 Lumbar DOL 1.25 BC 0.37 Vial Na Na 888 KILL0.0 ' Rep Stress lncr YES WB 0.08 Hort(TL) 0.01 14 Na Na BCDL 10.0 Cade FBC2014?P@00] F yet Weight:174 to FT=20% LUMBER. BRAOINO- TOPCHORD 2x4 SP Ni TOPCHORD Slllwtuml wood shredding dreclly applied or S-M do pulins, BOT CHORD 20 SP No.2 exi and vemTaN. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applled or 10-0-0 w bracing, OTHERS 2x4 SP N0.3 REACTIONS. Allbeatlnga43-11-10. (Ib)- Mas Ho¢26=-41(LC 10) Max Upllfl All uplift 10011,or leas atloinl(s)26,14,17,18,N,21,23,24,25,15 Max Gray All reactions 250 to or lase at)Dings)26,14,16 losses 17=35RLC 22),19=312(LC 21),20=323(LC 22),21=318(LC 21),23=330(LC 22),24=297(LC 21),25=3W(LC 21),15d50(LC 22) FORCES. (Ib)-Mar.Comp.RAas.Ten.-All domes 250(Ib)or less except wfien shown. WEBS 11-177264/1302-26=25&170,13-15=4W 13 NOTES, 1)Unbelarmadl root Ilse bade have been considered for thR design. 2)Wima:ASCE 7-10;VUIt=135mph(3-samsel gust)Vas0=101 mph;TCDL=5 Opaf;BCDL-S w l;h=186;87156;1-4111;cavi Cal. 11;Ex,B;Encl.,OCpi=018;MFRS(dhecllonaft and GC 60edor(2)0-1-12 to 4-5-7,Interni 4-54 to 7-47,Erfirm 2)7-47 to 361,1,Indedor(1)38-3-1 to 43-1-2 zonr;C-C for members and tomes 8 MW FRS for reactions shown:Lumber DOI=1.60 plate gdp DOL=1.60 3)Provide electrode drainage to prevent wader ponding. 4)All plates are 2x4 W20 unless olheMtse Indicated. 5)Gable requires continuous bottom chord bearrg. 6)This truss has been designed for a 10.0 psi Whom chore live load renouncement Wth any other live loads. 7)'This Imes Iles been designed for a live two of 20.Opof on the ba6om choM In all areas"am a rectangle 3-6-0 tall by 2-O-0yeam sell 6t Iletween be 1,odOtn chord and any Other members. 8)Provide mechanical connection(by oftrm)of truss to beating plate microbe of withstanding 10011,used s Iolods)26,14,1],19,20, 21,23,24,25,15 w4 VmYV Mcpn pervmfei me aFAD NDIE6W Tm dNOYICLYDED.IaIEx PFEFNINLE PdOEYellAnr.IMWNI6 aEPo ge wkf lu u.e WY`wim Mlle4 cme,cclaS.aADaJgn r1,asd nJYUWnVaaneters Ywwn.¢M hloem Ye]MSwldMllp rEpfihs eau alndromes eala MW4p�Ixxnxwl YeAry lingTJICQNIyo1�Op�Ivm,elmimYixc{¢nY mmei yleroll'e ovadi W4VdeNRb�VeMcoledbbPeYenId MVNWYVM1W1�weDeatl/aciCMmar4a[eIM MUXCM 1emMWad�mvwnlb JrO k• bWMRrWNedMMghaglople'renlcM4 xUllxbxe Po�Y'aaf6eYm]pcSrellY WnNa.fa9ereiMPAtar:elepar><9tlw kAtalbisiuNn.U#raY.aeclbnaJda ilO ollnlve[adlna Mialm#GIB/MI OItlIYCIMIiaM69 ogaCMRNIP dagonenl ®0l felt E�191A. ]>rlelr IIIwmNM w.YYAe0011i in61N1a Im11Ma.R19 N.lee$R08L 9a1e311,NeaaMq Va2E311. Teirye,fL a%ta JOD Thies Tmu Type a a OLy PN T1015p652 119010EA V14 VNIry 1 I Job Rete 1 DonNl Bumirg Component Supply. Jedcdwlls,Fl32250 8.0108Apr2020P6 RSkIMlsMea,Irlc. Wed NgfsF3:32:15201] Pepet ID:MUiO1pFPwuVNlb?Pz1Dzy3n4P-sPR5gA25tlOMLuryppH3v_NRMANoyNCHPv2W Pory)JC ]F96 3PY15 44214 ]$15 'AFO ]d15 Seas.1:72A 480 Fu TB= = gm II et 3 4 6 2] 8 2s ] 9 e se 10 30 11 12 31 32 25 g 1 1J d 3t5 24 23 22 2120 IB 18 17 10 15 14 3m= ass= 0 +z A.— .X Qz-z pl ns Of hes an I3 830 2 81 112'0. - 03-01 LGAOING(pep SPACING- 2-a0 CSI. MR. in (roc) boost w PLATES GRIP TCLL 20.0 Prete Grip DOL 1.25 TO 0.80 Ve0(LL) we - Na 999 10120 2"190 TWL 10.0 Lumber DOL 1.25 BC 0.3] Ved(TL) shat - No 999 BCLL 0.0 ' Rep Stress that VES INS 0.07 HoarRL) 0.00 13 No We BWL 10.0 Gorse FBC2014]1P12007 MetrM-S WeIghL 1541b R=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing dlredly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid aelling directly applied or 10-0-0 oc bnsdng. OTHERS 2x4 SP No.3 REACTIONS. All bearings U 1-6. (IE)- Al Harz 1=30(LC 11) Mex Uplift All uplift 1001b or less at)oint(s)1,13,14,15,16,18,19,20,22,23,24 Max Grav All rextions 2501b or less at made)1,13 except 11=498(LC 22),15d07(LC 21),16=333(1C 22), 1"19(L021),1 W3 2(LG 22),2o-3W(LC 21),22�29(LC 22),23=310(LO 21),24=345(LO 21) FORCES. (b)-Max.Camp/Max.Ten.-All tomes 250(Ib)or less except widen shown. WEBS 12-14=3431167,2-24-2WS2 NOTES- 1)Unbalanced root Ise loads have been considered for this design. 2)WIM:ABLE 7-10;Vult=130mph(3-eeosond gust)Vasd=101 mph;TCDUS.Op 1,BCDL-EdpaC h=l an;B-f5ft;1�141t;luaa=SlL Oat. 11;Esa B:Ef ol.,GCp".18;MJ/FRS(directional)and C-C E,derog2)0-11-5 to 5-0 4,Intermit)6i 410 7-6-15,Exteror(2)]6-15 to 42-10-13,Interor(1)42-1813 to 43-3-10 nne;O-C for members and forces 6 MFRS for h erten shaven:Lumber DOL-160 pate grip DOL=1 Bd 3)PmNde adequate drarege to prevent water priding. 4)At plates are 2x4 W20 unless otherwise Indicated 5)Gable requires continuous bottom chord beading. 8)This buss has been assigned for a 10 0 psf botlom chord live bad nonconmrreM IMM any other Ilse loads. 71'This truss has been designed for a live load of 20dpaf on Me bodom chortl in all areas wmers a rectangle 3-6-0 tall by 2,),)wide will fit behveen the raram chord and any other members. 8)Provide me sishmal correction(by others)of trues to beebng plans asperse of vnMNere ing 100 In upiM at Ioinds)1,13,14.15.16, 18,19,20,22,23.24. Y s,ises a.v-,OaapnparmurartanG aFADNDiEL ON IMR]NDWCLWED INENaEFEPINLE II4EMK)0J m.iseYSV116E'EDaEUSE LLgI wxklia um only Wm MlNv iwandwx IMSJa.JJn k W.x]oNy uyan{v,wnelwSLwwrt vmllslol ie mMiINNmr b.XIWMA ngmrymnl.rot a1�5151em.P¢Iae�m.IM WlWgdeLL3nm meal sorry lMgmllWMlryoltle5l(rnf^aanele¢ears gryMYFeapexall,p tlmgnlnro Me ovatll Wtlrq Cmgn. BxeglrvXnlevl oto p�onllve:Weg oIIMNpW Ivawebm]/wnMtlmern�rtnNY.xmtXaul lemlwraYaML�nmmltNfp kdwuryraM�er MNdLpyaMlo icoll[XMa MmrwWAe[elwrM eWaY erclWWarYWmWe. Fn 9anad e,a,mere0aman,e NOXPW EaMBW. sees, RtlaoJ avallNmy aeclbn aM MmfV,218 N, m]M6Mlemi raeAXil/MI VAM14, CMarW.De0d9 Ytl aCL MYIJrq Can�Wnv9 Ta�ry4 fL 33e10 eyMX IMpOUINn awllrtYe Ian Irra Hard enlllula.219 N.Lee Shaer Wile 312.AkxuI�J41 V A 2231 a. Jab Trlea Truss Type ' e qy PN T10159063 119o10EA V16 Valley 1 1 Job Reference a,tonal) BUIl0ly ComporeM Blpply, JecksomilN,F132256 B.OtOS?UKUy18M1ae astita,inMUN MY3EMITa2017Page1 ID:MUIggFPouAkVlb4kZtt32yJMPOKs4saL00d200x3nUN3oEmY3E�ITedE2dTUxpWy 38-15 1 &1-] 12-1-0 1814 ffi14 2b 14 2617 3217 3617 3KV 1 2-14 3&15 6 M160 MO 4-00 400 MO 400 600' 600 3616 SUN=1W] 400 12 ova am= wee= a8= 2 3 4 25 a 8 ] 2fi a T] a 10 11 se 12 1314 1E T vn� gH` g 36 24 23 22 21 2[I1. 18 P 18 are= BFe= 12 4.1.] 61-] 12-1-] 2e.1-] 32-1-] 3o-1-] aaz.l0 1z fowl .Z 400 18 Oo Platir Marts( Y)- T2.0-3-0.0-2,81,114'03-0 291 IO--(pap SPACING 200 C&. OEFL In pact Vtlell IJtl PLATES GRIP TILL 20.0 %ala Grip DOL 1.25 TO 0.17 wxgLL) Na - Ne 999 M720 249/190 TIDL 10.0 Wmber DOL t25 BC 0.12 Ved(TL) We We 999 BILL o.0 ' Rep Stressub YES WB 0,05 HorzTL) 0.00 15 No we BIOL 10.0 Inde FR.2dl4", 007 Metrix-S Welghb 12516 FT=20% LUMBEW BflACNIdi TOPCHORD 2x4 SP No.2 TOPCHORD Structural wmod sheathing directly applied or 6-0-0ob pudlna. BOTCHORD 2x4 SP N0.2 BOTCHORD Ngidmiting OrecllyappllWor6O0ocbmchg, Except: WEBS 2x4 SP Na3 1060 oc bracing;20-21,19-20. REACTIONS. All bearlrgs 40-19. (lb)- Max Hoa 1=11(LC 10) Max Upllfi All uMlt 1001borless atloInth)1,15,20,19,18,17,16,21,22,23,24 Mari All reardom2501borle55atlolnd(s)1,15foros 2o�23(LC 1),18=321(1_1321),18=318(LC22), 17_333(LC 21),16�IO(LC 22),217 l(LC 22),22=316(LC 21).23=339.9(LC 22),24�19(LC 21) FORCES. (Ib)-Max.CompJMem Ten.-All homes 250(lb)or leas exceed When shower. WEBS 1217=252(114,4-23=-25V114 NOTES 1)Unbalanced hoof live dorser have bean combined!for this design, 2)Wind ASCE 7-10;Vul1=130mph(3-second gust)Vast 01 mph;TCDL=S.OpsC BCDL=5.0x51;h=18R;B�15N 1 F409;aave=511;Cat ll;Exp B;Fool,GI%=0.18;MW FRS(dimblonal)and C-C ExledoR2)011-5109-60,Intetor(1)9-3-0to Be 715,Exladont?) 387-1510 39-310 zom;C-C for members ard forces&MFRS lar mandli na shown;Wmber DOL-1.60 plate grip DOL=1.80 3)Protide adequate dmirege to prevent water wading. 4)At plates ere 2x4 W20 unless ad erwlse intluxuad. 5)Gable requlres continuous botom c ld bearing. 6)This toss has been designed for a 10.0 par botom chord live bad nonconourtent with am/other live bade. 7)'This trues has barn designed for a live load of 20 Opaf on the bottom ch0rd in ell areas Mo.a reclemle M-0 hall by 2-0-0 adds MII fit between the bottom chord and any other members. 8)Provide nobbanicel connoctlon(by othem)of house to hewing plate capable of w indrowi ng 10016 uAdt at loim(s)1,15,20,19,18, 17,16,21,22,23,24. �WxaHWaVMry4apnp�enreure mCNEIV XOFES aH]Itla INO XI5LV0Ea IMFN XEFEMNCE GP4EMR]IAm.IOtlYN159EFOPEVSE 0.+y3n Mplw urreNY WMxMIakReanrceMi.IMtleYgl a[metleNY upn pvmelurs LwunaMklnrm lWY.%1wllW, p e:w —is rot NsiwlWn.telae�.tw Wldg deenex mvo-o r Ma awoubilly dairJal omarr. mud poRN4 llea'weoln aNlrneavorsoll¢oe on aEavdra9a 9rohaWxdedaro wewaNll>Kureolnmuaa.mwmalafor�mrem.ml�X:wv.oeewra lemwravmeaXmmem amore MI ktlxa14 re4A6UbOdYlW mabwevAJ ccM4ENMIn NT4le LermrvllFEYadwaL�Y Wntpe. W�9ere']EPESie:e ra9adtp Me NMPab EW ant. kpCOlbR slaa3e.EelNery.aecblaM[mclgdlnslnuMlnngElanru'W&WN/I%I Our•Iy Crxwlo.xNJ9axl aCYIWInP rWre Te FL a3a10 ^Pe ayaly lYmmellpl daNla hanlnalWla lnitr1e.21a N.1e65aee1,916312 NeeUFM1 VRYt919. IJcb Thea TNesType ' city Ply T10150891 119010E4 VZa Raol Special 1 1 Job Rel Bma BWIdiIN Compamnt Supply, Jabuies lk,F132256 e.otos Aprmata mdex iwmmee,rix.. rrw+mew io.e..,o�� . IO.MUIOIpFPoWkVIb?YZMSy3MP-G ]EICCrvJMNYFLO?cb?ImtTZ881®INOA'MryjWx 1208 1.e 9N II Bub=1:262 4 5 Cold FU 34 I1 3 A y4 d 2 to I 4 m 9 6 ] e 3a II h4 II 9Y I 0 Pts 12 PIS LOADING(ps" SPACING 200 C81. DEFL. In (lac) Vdell 1M PLATES GWP TCl1 20.0 PIN. MG, DOL 1.25 TO 0.20 Vei we - We 888 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.13 Veri We - We 988 BOLL 0.0 ' Rep St..Ina YES WB 0.00 Hou(R) -0.00 5 We we SCOL 10.0 Code FBC20147TP@001 Marl Welted:4916 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Stadium eacol sheNhing direly applied of 600 oa puffins. BOT CHORD 2x4 SP No.2 BOTCHORD Rlpld caul,dlrectlY applledm 1000 oc bredrg. WEBS 204SP No.3 OTHERS 2x0 SP No,3 REACTIONS. All bearings 12-108. fib)- Max Hort 1=101(LC 12) Mani All uplift 10016 or less al joints)e,9,J except 5=-133(LC 1),6=152(LC 3) Max G. All reard..25016 or less N joint(s)1,5.A ept 8=308(LC 1),9--385(LC 1),7=3M(LCI) FORCES. (lb)-Mac.Coni Tan.-All fomes 250 go)or lees except when shown. WEBS 2-9=261/134,4-0=252/186 NOTES, 1)WIIM:ASCE 7-10;VWt=130mph(3 aeon gust)Va,1=101mph;TCDL Sgpsf;BCDL-6.Op9F h=18ft;B 511;1-2411;save=oft;Cat. Il;Exp S;Edcl.,GCpI=0.18;MFRS(directionall and 0 Extemor(2)00-1 to 301,Inemor(t)301 to 12-0-9 tans;C-C lot members and forws&MFRS for reactions shown;Lumber D0L=1.60 plate grip DOL-1.60 2)Gable require,continuous bottom chord bearing. 3)This Wes has been designed for a 10.0 psi bottom oMn live load nomcorwuument Who any o9rer live loads. 4)'This hues has been designed for a We load of 20.0pst on the lbdum chord In all areas eters a recmngle 36 bill by 2-0-0sMe MII fit passed the bottom bran and any other members. 5)Seeding at jeint(s)1,5,6,S,9,7 wraiders parallel to gmm value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provttle medlaniral connedlon(by odlers)of Ines to bearing plate capable of a t1'etNMlnt 100 to uplift a joints)6,9,7 except pidb)5=133,6=152. 7)Bei plate or shim required to provide lull hearing sumacs M0 truss chord at joints)5,6. QW4aaNaved, pavane iE IN6 EFE E P9YA WYfIWpI In MII KL _ h uxMp —".1 Yr.m. l Yllryt .ml fuxx .Bek ..mel . da 1 AN llro arypftlaypl�pa. xmel h pwra x{ Mn vn Nl .° ,wee '�k>;�1 pacMlFq IfMFM ep J ,,,, w, .xay. adxalB,�on y�„dP�rnarw,IMxlre Welk' Ix I w .nn r>�Y+ pepArb ewv swam wr�+ae ,gra eua.,f aware n,� saw pan.ar ane. IMakalkn akxq,'e.tlHNcry�reclkn�xn'llxrrclrpollnmexaMlnmxyLemireexN51/MI CuaQaxb.DSBd>uM aC,l auaYq CompOrYrM Te,ryx,FL send edMy YYpmdYxr aN�'1 hen inm RdexWxxe.It.N.lee 50ee1.911,J12,PlevmiM VR2.YJ1<. Job Trus Tmss Type e ' Gilt Ply T1015MM I118010EA V21 Valley 1 1 -ore RN BUIIEIrg Comporent Supply. J6CksmNnll9,F132258 e.OtOlb?kZr 2otenelac inanmes,irc. rve MW6 TUC. Y)4XMey.i 10:IINIGI9FPoUAkVIb'MZM.[y3MP-IAM1CV%cbgEhnNW]Sv]V118PIBIIBVTUCgc4Y%1%MryIWw 121-15 12-11A 12-0-15 OPS 98= 2R, li Sale=I26 4 5 ACO FIT a 3 10 2 II 2 e 1 1 _ 0 3x4 0 II 634 II 12-11i 2-1H PeateCtral 14,63-0.0-2-81 LORDING(p7� = NG- C81L Di In (loo) Vded UC lxLATG6 GRIP TOLL 20Grip DOL 1.25 TC 0.19 Vad(LL) ry9 - Ne 939 MT2O 244pW TCDL 1r DOL 1.25 BC 0.13 VemTL) Na - Na 999 BOLL tress lno YES WB 0.05 Hmz TL) 0.00 6 Na Ne BCDL FBC2O1MP120O] fall WeI9M:4B Ib FT 20% He LUMBER, SPACING- TOP CHORD 2x4 SP N0.2 TOPCHORD Structure!wood steaming directly applied or 680 oc comes, BOTCHORD 20 SP No.2 except and varllcals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling dlreclly applled or 10 O 0m macmg. OTHERS 20 SP No.3 REJICTIONS. Aft beatings 12-l", (ID) Mau Hors 1=95(LC 12) Max Upllft All uplift iW lb orlessatloinl(s)6,7,8 Mex Gray Allreacllore2Wlbor!.riot)ofnl(s)1,6exog1]=326(LC1),8=358(LCt) F(RCES. (Ib)-Mex.Conp.IMax.Ten.-All tomes 250(Ib)or less except wfien shown. WEBS 2.8=-282/130 NOTES 1)Wind ASCE]-10;Vul1=130mph(3 second gust)Vasd=1Olmph;TW1=5.0pi BGDL=5.0psC Ir_teft;B=6511;L=24ft;eave-Ift;Cat. !I;E,B;End.,GGpl�.18;MFRS(directional)and C-C Edmbr(2)011-5t.311-5,Intermit)311-Sto 12-1-15,ENedor(2) 12-1-15 to 12-5 8 mne;G-G for members and forces 8 MFRS for reec ours shorn;Lumber DOfr1SD plate gdp DOL=1.W 2)Provide adequate downs,to prevent water pandll'g. 3)Cable requires condnuou bottom chord bearing. 4)ThIs Russ has been desigrced for a 10.0 pal bottom Word live load noncm6ument w th any other live beds. 5)'This truss has been designed for a live load of 2O.0psf on the bottom Mal in all areas emere a rectangle 380 mil by 2-0 end. wit fit ber Me bottom chortl and any other members. 0) Provide inedtanlcxl otmedlmn(by others)of truss to beefing plate capable of w4hstanding 1 W Ib up!!0 at olnt(s)6.],S. V q rytlevnenpxanxtwenY aFAa N0TES CN ntledN0 tl1[LWEa MIFExmEFEPEHCEYIaExLLlq]n✓160YAISaEF0l1E U]E �' wuivwilm 1,Mlek9ccrvcUeslN[J�Sdntlm3.YeM✓unwn Ppmreliv59rtrvm.wlanum MlrM1]A WWro Po^IwnenL iui i.lutaaa.memidarmdadmrwrm,tum, Ire¢gemlryol.rande�areleaaar.apadvxkaw�ale na:aadPr mro nw a✓arm x... aacigm?aadrar—evens CucNroerx.Ml an—seDatwopoorvmvddmocs mhvd lbvgnscyo raYaMPannaenidslp MiTek' 6�wnr.�4�mce for mamaalor.awrJeoxa wnwrble aarmMH.v mewwanvavnLm.rorearvfa piYJvicenePardxq xra oa e.,li.E.n axn Wn.9ao3eANNNv.weclbnm0d 1pof l'..[aWvsd aoanemBallL/IFI Vf wIN ,�.aL df aq ICNMMpfmpwrwl ,fL 5Kt0 w4aN HwmaXm w6Yh M1an lna Flare 4tllM&Rte N.lea5M1ae1.9J1ed12 Nsxa✓AYi VTIIdl4. serge JM T. T.Type Cry Ply T1015B865 118010EA V22 Valley 1 1 Job Rel BMMirp CompoMM SWpIY. JacxwnvilM,132256 6.O+OSApr2020i6Mii3nmuuuies,�r.:. ..au A .,....a... ., , e. 10:MUIOIpFPwulkVth9k2tOZy3MPAAIKVXcb9dbnNW]SVPNr6M6DJ6oNSuCk4Yf9%MryJWw 619512-ttd &195 bP5 Smb•121, dx5 a4 II a. 11 a 4 10 4m1z Li 2a 2 B Iy 1 l 4 a 5 3G' 2N II 1sa I 'h1 'I t2 tt1 12dN Pima O65e15 MY 13'0.30 b2A51 LOADING (psR BPAGNG- %) CBI. OEFL In floc) Aden I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 VeM1(LL) Na - Na 999 arr_ 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 VBM1(Tt) Na - Na 999 BCLL 0.0 ' Rap Stress II VES WB 005 Horz(TL) 0.00 6 Na Na BCDL 10.0 Code FBG201MPI200J MetftS Weight 4610. FT=2096 LUMBER- BRACBIO- TOPCHORD WSP N0.2 TOP CHORD Structural vWcf shamming clrectly applied or680 oc Anita, BOT CHORD 2x4 SP No.2 excepterMv.dlcah. WEBS 2x4 SP No.3 BOTOHORD Rigid calling directly applietl or 10-0-0M brecing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12 10E, (to)- Max Harz 1=61(LC 12) Max Oplift All uplift 100 Il at)oint(s)6,7,8 Max Grey All react ons 2501b or less Fl Ioint(s)1,6 except 7=322(LC 1),8=358(LC 1) FORCES. (Ib)-Mar.Comp.Mlax Ten.-AIL fames 250(Ib)Wass except Man shown. WEBS 2-8=-262/156 NOTES 1)Wind ASCE 7-11.Vull Nalph(3-second gust)Vasd=101 mph;TCDLd.opsf;BCDL=5.0psi;h=18tt;Bd51t;IL24 L eave716;Cat. 11;Exp B;End.,GCp1=0.18;MWFRS(directional)and C Extear )611-5to&11-5,Tel 3-11-5to&1-15,Eldedor(2) 8-1-15 to 12-4-14 mill for members and lomes&MW FRS for reactione shown;Lumber DOV 160 plate grip DOL--1.60 2)ProNtleadequate drainage io prevent waterpoMlrg. 3)Gape real cominuous bottom oll bearing. 4)The WAS has been designed fora 10.0 ad bottom chord live load nonconcunent with any other live footle. 5)-Thie trues has been designed for F live load Of 20.0pe1 on the bottom chord In all areas ethers a rectangle 3R-0 MI by 2-00 We Wil fit betwaen the bottom chord And any other members. 6)Prortas mechanical connect mi lby others)of foods to beadng plate capable of withmanding 1 W Ib uplift at fall e,7.8. A w4awwe-1Mr, pnparxnxmen3FE.10N0)EaOM nII3-FOM'CLaaEoafthe FEi911FLfPAOEM119nr.""ar"OPEY3a �'kl1 tap la raw Y M1Xr MlekFcexrv�dw.c 11Y5rYs'gr k I�FaNY Wan Mame+eFMr�Ra%1 hlorm�IN1m1 dxtlllq canlwvwnt ml I Mlem Belae .Lica Wldry[1CHrer mubl Valty Te cL[AkeXllty oltlexT Mm�eRrtad Ptt�l ory>alelMdahln Molmoonaml WdtprbLLyr.a 1pIMKoIBtla+o gevenl WClTp or.vAMLM Bru,✓aOaW,dror(lmamha.or.brporoml lamMWmlodffl idacYg Mil kdwaya repYexbt+tlYllYaWlapevaecWlgte Win WVLie Fatdd texYagpgalYdniWa.fagerwrdpwlmce repa4p Tn arLFMe 1-all. MyICaHM.Latae.delMnY.xecLL m]baclrq ollRwnaWlneiMlamx rR41NWIFINMN nIIwC.0AJ9 YgeC314YNpCamWIiM1 ieoirya33610 eyely YbmpYn mMdle M1an Ir�m W1e Wnlule.Ole H.lae5M1ea1,311e 312 NeiagM.VKRR311. Job T1w T11ca Type • • Off Fly TI01E866] 11W10EA V23 Valley t am t .b0 Referewe o Bone) bs 1 BUMilg Component Supply, Jeduwrville.Fl32256 usapna�o ullee1FuUIDInc. And Jen0413:32spJCHHpejW ID:MIbOIgFPouAMfIblkZLGZy3MP OMFJ1tlORYtd?gle6g141geHrlGFddNOJCHH3pxylWv 4b1996 Us 95 895 Somas 1:21.5 4. 3e6 214 II 2M II 2W II W 12 2 3 9 4 10 5 Eli I a 6 ] 6 3Y 2M II 2x< II 214 II 12-itd R-1 Piet Oflsals(1<h 120300.2-e1 Lo feQ(p5V SPACING 2-00 CSI. DEFL In (Lot) Vatell LJd PLATES OMP TCtl 20.0 Plane Grip DOL 1.25 TO 0.1] Ve0(LL) We - We BSB Nff20 24Mi90 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Ven(TL) Ne - we 989 BCl 0.0 ' Rep Sea loco YES WB 0.05 HordTL) 0.00 6 We We BCDL 10.0 Cotler FBC2014/TPI20o] Matdx-B Weight 41 lb FT=20% LONBER- - BRACING TOPCHORD 2x4SPIAl TOP CHORD Structural wood aheetNng dimay applied oI do Faure, BOT CHORD 214 SP No.2 except and vedlrals. WEBS 2x4 SP No3 BOT CHORD Rigid ceriling tiredly applied or 1O0-0 oc boarding. OTHERS 2x4 SP No, REACTIONS. ARIdea0ng912-10-6. (Ib)- Max Hou 1=28(LC 12) Mex Uplift All uplift 1001b or less al lolle(e)1.6.7.8 MaxGm All readlons250lborlessatjdnl(s)1,6except7=327(LC 1).S=M4(LC 1) FORCES. (Ild MaAComp)WATen.-Allforces2W(Ib)orleasexcWtMenshoen. NOTES- 1)Wlrd:ASCE 7-10;Vu1F_130mph(3-second gust)VAsd=101mph;TCDL3.Opst BCDL=S.Opf;h=181;B=45ft:L=24ft;eave7l(f,Cat. Il;Exp 0;Enc1.,GCp1=0.1$MFRS ppredlonal)and CC Exlehor(2)0.11-5109 4-14,Interbl(1)8-0-14 to 12-08 mre;C-C for members add forces 8 MFRS for reactions shown;Limber DOL=1.60 plate gdp DOL=1.60 2)Provide adequde drainage W prevent water Fording. 3)Gable requires conlnwus boft0m chord beedrg. 4)TtIs truss has been designed for a 10.0 pat bottom chord live load mnconoulrent fell any other live Toads. 5)'THIS now has been designed for a live load of 20.Opel on the bofton chord In all areas where a rectangle"0 tall by 2-0-0wMe wll lit bepN'een the baton chord and any other members. 6)Provide meonanlcal domeclion(by others)of truss to beating plate capade of Withstanding too to upllft at joint(e)1,6.7.S. Q WdM1W/O Vvpy leYpnpvaIJ fall NOi .1 NCE .Is SE �� Ce93n vdRMuxeaNV!M�a'VI M' .M54Jnn- i11 uL L 11 ` . 'I MJI '. irol '. o Les M,d .,on wMdI M$ o. N1ne4M M N V�1 tr - x, pgav adl 1Mdn9 po,,re. adr letlai N LaWm 1hNIUMWhuav m1V Mndmx �Yv `11l"111 l,Vra Ya`Arr,tho nlMmlN MiTek - achWv�eItIJxF.derl- Pe"u'ladlgsep110[mn.1" 1 mlmftenVrsayd . . ¢w:d9dtlwnFRlnu19Ma Wa F.rce Fu�BNd. kd�Ibn.slwoae.aNNery.c+ecllmm]aa:4q oHllve loe tnmaWW33,P)a NRIIVA22JQIIxb.psiJl9 mA ae9l BUIMPCanPonxll 1enp.Fl aagtd bpIMV IlVamoXon avtllYle hwn Ih6Rale FitlMe.RIB N.Lce ehcet SIR 31 P.PMwlxhb VPRP314. Job Trus Trim Type Ory Ply • T10158808 119010EA V30 Volley 1 1 ob R I 0.O2MiTeM ias,Inc. WeJ 1T Paget WO'CompmnN6upply, Jednofrse, IO:MOIBFPWlb?kZrZ13MPhMWNCE]UcgHyOYJOMgCIM60XepcFryWu tb60 11 B8 Sole W-1' l 4,00 FIT Eix a a des II E 1 c 3.41 ] a II 5us 11 uA z.s II I LOADING(pet) SPACR 2-0-0 CBI. DEFT In gpcl Well W PUTES GRIP TCU 20.0 Plate Orq DOL 1.25 TC 0.10 Ver(LL) lige - in BBB AIT20 2AGtB0 TCDL 10.0 Limber DOL 1.25 BC 0.12 VerQL) riga - we 999 BCI1 0.0 ' Rep Stress lnu VES WB 0.05 Hou(TL) 0.00 5 Na No SCOL 10.0 Cods FBC201MTP6!OB] Mind -S Weight:A5lb FT=2094 LUMBER. BRACING TOPCHORD 2x6 SP 140.2 TOPCHORD Shuctural w00tl mmtNng directly appl dor6 do burins, BOT CHORD 2xe SP No.2 except and vericals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bredmg. OTHERS 20 SP Nd3 REACTIONS. Af be bn,a 12-1-11. (b)- Max Hou 1-9 (LC 12) Max Uplift AllgA11t1001borlesetjoint(s)5,6,7 Max Orev All readons 250 to or lase at j0ints)1,5 except 6=342(LC 1),7=318(LC 1) FORCES. (N) Max.ComplTAax.Ten.-Aft togas 250(to)or less except when shown. WEBS 3-6=25&158 NOTE6- 1)All ASCE 7-11;Vult-_130mph(3-second gust)Vasd=101mph;TCDL .(Iat;BCDL�Jfti R_180;BdSft;L2eft;eaex�ft;Cat. 11;EMS;E.L.GGp1=0.18;MFRS dinedlonai)and C-C Exterorp)P"rb 3E-a,lnleror(1)368 to 11.4-12 eeme;CG for members and forces 8 NNYFRS for reactions shown;Lumbar DOL-1.60 pate grp DOL=1.60 2)Gape renirea continuous bolrom chard bearing. 3)TNS Inds has been reslgnetl for a 10.0 art bottom chortl live load noncorwunem Ann any other live bads. A)-This th s has been resigned fora live load of 20.0psf on the botlom dnrtl In all areas ahem a redengle 3E-0 tall by 0-0 Woe Wit fit between me Whom chord and any other members. 5)Provlds medlanical vnnnedon(by others)of truss to dealing plate capable of wlthstandlrg 1W It uplift at iolnt(s)5,6,]. QWpggWEVuI/y Onlan pxxnxmuW eEIO HUTEe de IX14IMO.1.. aEEEPAMCE VA OE.1171 .t NISBEEOPE UEE IxA Id!ceLgr.1l bnmr�Y>Hro Mne}C�a`n�u^dmx IYtrJetlgn lw-maraNYu{xx,4bamalnrs U✓wn uM k ram MINtluW cwnrromnl.roi ropryyse�Iweu¢.Ilw roJk4g tleLL]rvn mup w,lry gyNkQilry ortlgvvmielemm]r.w*ly la-glare Mk tlurpn Tlo Me ovatll InsaremJ�.a«nplmarnea mo watmauyms.aw.ra mm�aw mu«ororamamm�.mv.oaas«,d rornimmal>aa��mramno MITek' e elwoyam"uMde,ebsl 'aNroPanenicdl4`."_and a Woad WryaWwWnaea, yg. rorwmno NMhrce reWdYl nw. 9Ob N. ECM BMD. res",M�iWgre.JMMerV ereclW,m]aaclrq If. —"road 31ZAexsumt VA MCMwYr.oseasWeesl wlay CanLamnl nope.FL to swN ararmmr awma eom trap acre swmra.m a n.taa sn�v vro a r z Na.axxln VA ns r A. Job Trial T.Type H GN Ply T10159059 110010EA V31 Van, 1 1 LJO 201D ea 0 814NiIg CompNWm SuppN, Jacksonville,F132250 e.ol0sApr yV P- OMw WCE7U Inc. Wed Jen 1M13.322 )2 WFegef ID:hNiOIpFPouAhVlb9kZlGZyIIMP-ISOMwDerCE]UryHgOYYJDE0099aUM5A9%sOgcFxy)Wu 162-] 102-7 3 aA Fir xM II 2 ] 1 5 1 — t S as iLa 2iM LOAgNO (psi SPACING- 2-0.0 CSI. D iIn floc) adell W PLATES GRIP TCLL 20.0 Plate GnP DOL 1.25 TC 0.32Ne - 've 999 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC C.22nre - Na 990 BCLL 0.0 ' Rep Stress hlcr VES WB 0.060.00 4 We Ne BCDL 10.0 Code FBC2014]TPI200T Matdx_B Weight 38lb FT=20% WYBER- BRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD Structural adval sh ening directly applied or 640 oc pudits, BOT CHORD 2x4 SP N0.2 except and vertices. WEBS 2x4 SP Nd3 BOT CHORD Rigid ceiling drectly applied or 10.0-0 ov bracing. OTHERS 20 SP 1,10.3 REACTIONS. (dvei.) 1=1]N10.1-11,4=994P1-11,5�59/1P1-11 Mex HmE 1=7(LG 12) Mex Uplift 4=-10(LC 12),5-45(LC 12) FORCES. gb)-Max.Comp IMex.Ten.-All forces 250(Ib)or less exc t when shown. WEBS 2-5=-3311489 NOTES- 1)Wind:ASCE 7-10;Vdt=130mph Shsecond gust)Vari 01 mph;TCDL=5.0pst;BCDL=50Pf;h=tee;8158;1=248;save=49;Cat. ll;Exp B;Encl.,GCp".te;MW FRS(directional)end C-C Extedor(2)0-11-5 to 391-5,IntedoRl)J11-5 to 10411 mn%C-C for embers and fomes&MW FRS for reactions shown;Lltmber DOL=1.80 plate gdp D01=1.50 2)Gable requires continuous ballon chord beefing. 3)This Huss has been designad for a 10.0 Pi bottom chord live load noncom,m nt with any other live loads. 4)-This truss has been designed for a Ilve load of 200 V d on the bottom chortl in At areas where a rectangle 360 tett by 2-0-0 Wide MII lit bemreen the bottom chord and any other members. 5)Provide mechanical connection(by others)of Russ to bearing plate capable of wltllstalltlmg 100 In upI'11t at joint(s)4,5. Q WPWaVe-VMytlecpnpxrmfinentl PFA0 N01Ee mI I.tM a..1.MIIEN Peleful CE II.i, cOo—16V]211 selovie... Vnidnwlp Iw,teaYYw'lln MIIMEamlcctan.MatlnCyv,c LwxelotlY 11 I.-h—.-"IS I.m M]WddHCYgconrywl✓iIH.-1 0.sY.lmn.PaWeua.Nw Waq tivii mut veMY o(deYOn W—seen.pi wM Hc.Wlale ant tleinMo Ilse ovelml pWIGdaHJ1.91aY-INIVBcalMkloPNenlhlctlagdYxAVYad almwebaxl/ACMtllreln[aswYY.PMMVJ Iem{wW atlR nawl0t mlp 6WurslaTYetlbSYtihatllo pevanl cdkpen WlhW�tH Fe1v'1d 1N+Y aN PcpalydwHW fw9811atl WHdmce reJ 41VM BY04 PeN Fwq BM4. ItlMcablaW-aA.d�✓a'Y.aeclbn UdtlacMMlnlua WllnmaWbnn uaMlY/M14I1M1Y MxW.OAMON aLW aIWMaCWKun1a Tn1p.FL'Ci610 BdMy IlimMm wYYAe Bou 111-Pau EexMe.R18 N.Iee Slleel.9lle a12 P1muxHh VAR2311. JOD Truss Twe Type CIV PM T101NP 1190il: V32 yet, 1 1 JaDR ( 'melt Byrill Etilding Composs"m Bwgy, Jeckeorwilie,-132258 0.010 sApr202018MITet1MUSMn,Irc. WedmbwMuv3;3232Wmr Paget ID:MUIOI9FPo W kVID2b21GZy3n4P-RMIBZeUriFIE_meF4YmrNw4wA5YZJmWrtAedxyjWt &2i &2i 2a 11 See=1:11.1 3 420'12 2x4 II 0 1 4 2W 1 24 2rd l LOADING (nag SPAdNG 200 Cil DER. In (mc) Waft LM PLATES GRIP TOLL 20.0 Rate GOP DOL 1.25 TC 0.19 VWt(LL) IVa - Ne 999 W20 24V1a0 TCDL 10.0 Lumber DOL 1.25 BC 0.13 VBdQL) n/a - nor 999 BCLL 0.0 ' Rap Stress Incl YES WE 0.05 Hdrz(Rl 0.00 We Ne BCDL 10.0 Code FBC201VTP12W] Mattis-S WaIgM:281b FT=20% LUMBER- 811101CB2G TOPCHORD 2x4 SP No.2 TOPCHORD SWdural wood meathing directly applied or&0-0oc pumns, BOT CHORD 2114 SP No.2 assent an,verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling drecty applied or tOUO m madng. OTHERS 214 SP No.3 REACTIONS. (IWslze) t=91/&1-11,4=121St-1 t,5=3GW8-1-11 Max Hoa 1=00(LC 12) Max Uplift 4=120LC 12),5-M(LC 12) FORCES (m)-Mex Oomp.Alax.Ten. AItomes250(Ib)mlassexceptwhenshown, WEBS 2-5=-288/182 NOTES- 1)Wiod:ASCE 7-10:V W=130mph(3-second gust)Vasd=1O1mph;TCDL=SO W;BCDLZ.Opst;b=18tt;B=a6 t;L=24It;eaya=-fit Cat. II;Eq/B:Eocl.,GCpi-0.18;MFRS(diredionN)and C-C ExtedoN2)011-5 to 4-2-0,Imadm(1)4-2-7 to&0,11 mmOC C for members and lomes 8 MWFRS for readlons shown;Wmbm DOL=1.80 plate grip DOL=1.80 2)Gale requires continuous bottom chortl beating. 3)This truss bas been deugned for a 10.0 Pat bottom chord live two nmcolwunent with any other live bads. 4)-This Was hes been designed for a five load of 20.Opsf on the bottom Gerd In all areae where a reclatg a 380 tall by2-0-0wide wall fit between the bottom chord end any other mambem. 5)PmNde mechanical connection(by dMers)of Mae to hearing plate capable Of wthstandilg 100 lb uplift ato nt(s)4,5. �WANXWO-VVNyOxlenpramHxe mOPFAa NOlE50X 1N5 ANa.WtLUOEn MIIEN NEFEMNCE 1A4E.7411—moval5 eEFOPEVSE mean vgk]Iw us aYYw1In MnM@DronVucbrs.IW daLpnkh ]oMYb*"AhI AMH�axwm ablb IwmMbk'uYlwWAp can -1-1,rot Inmansen no�dau'A.no Wdon wv,,w I-e vsft,Mg ,mou,.1` sL 'O'—eters wV pm,',mY lhc"w,aw leLLyh Inti.we WaptleaUrt BOCYRMcaleM4bP<vani[uctlepolhhFUYJwIIMs wdVad/acMtlmen4aicNY.pddAwplempdayad Pwmawniddlw M�� ( etlw3rErePhdla[AYilyagbgevenlcokxae MlDPoxde�Ipdxary ad poLMYMnWe fdgerW padaice�eysrlp Yw 6BW Pob EYhBW 12MdYyLylppap.cHNdy.erecWh W]d 1pdLh®aalgl�Mlemi'�FWL/RII Vo.QYMb.0Yd9aq BCn NilnPOdlVdixi edefL InlwmoPalh m'tl4YAe Ocm Inv Rale taPPhb 218 N.Iee SOeel.Slle 1I2,ib4u]41 VRZ614. Teirya,FL'tla10 Job Two Tees Type CIY PIy T1o15g5]t 11801CFA W3 vow 1 1 Job Fahwavv to 1 Building Componand Supply, Jadedness,F1322% 8.010 s Apr 2a zateMllexlnaualnes,Irx. Wed Jan 0613.32.23201] Ppe1 I0:hWiO1gFPouWlhIkZIG2y3MP-dxWJLv181nNCeeOD8 13l8HUDlg1I32AVn74jWs 924 62-] y411 Simur 1135 2 4.00 F12 5 4 y 1 S 1 3 y4� 34 I LOADING(poll SPACING- 20.0 CSI. OEM. In 00c) Wall l/d PLATES GRIP TCLL SOB Plate Grip DOL 125 TO 0.47 Ved(LL) We - We BBB 1AIi 244/180 TCDL 10.0 Limber DOL 1.25 BC 0.33 Ved(TL) rue - we BBB BCLL BID ' Rep Stress no, VES WB Bm Hon,(TL) 0.00 We We BCDL 10.0 Code FB02014?PINOW Matrix-S WeIght:201b FT=M%, LOMSER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural woad shealNng directly applied or 6O0 oc pudire, BOTCHORD 2x4 SP No.2 except end vadlcals. WEBS 2x4 SP Na 3 BOT CHORD Rlgld telling direc0yapplled m 10-0-0 Oc brecing. REACTIONS. (flosl2e) 1=2098-111,3=2058-111 Mex Hon, 143(LC 12) Max Uplift 1=E(LC 12),3=-21(LC 12) FORCES. (Ib)-All Comp.Na.Ten,-All fort.25)gb)orless except whenshown. NOTES 1)Wind ASCE]-10;VulL130mph(3aectd gust)Vasd=101mph;TCDL=S.Opsl;BCDL- .Op f;h=18(i L24X;eaw,=4ft;Cat. 11;Exp B;Encl.,GGp1=0.18;MFRS(directional)and C-C Evadm(2)011-5 to 311-5,Intedor(1)3-11 5 to 8 0-11 2one;60 for members and forces&MFRS for re9tbote shown;Wmber DOL-1.60 plate grip DOL=1.80 2)Gadd radfulres contimols totem chord heeling. 3)This truss hes been designed for a to 0 psf Edtan chord live Iced rlonconcugent vett,any other live loads. 4)'This truss has bent designed for a live load of 20.0psf on the bosom chord In all arses More a mtaWle 3-06 0 fail by 2-0-0wide xill fit beNreen the bottom chord and any other rembels. 5)Provide mechanical connection(by others)of truss to beatllg plate tapable of w8hsla1dni;100 lb uplift at lolnds)1,3. QwARNMa-Vutly4r'e.�pele�alanslW aEJO HOiEe pN nNS Wo HCLVOEO NIIEx aEfEMH[E..a IO.nr.u." Adm Vdplm lm Ywnn .lMIleMBaplevenf lynclitlUro�I WkWAHI[111�xeD W1/u ltvrl mbnmN.AdM�IMllW fanle><aarWe wemva.l1 bmm9nwmlw1hul l b L() MiTek.d _ snn, « kW.wyle[p1eEb MtllhaMbpewnlWgm Nmpaiixe�lea llwryaq%gRriydan�e.fa gelwld PwYnce lePiSp na 6904`,,e EUI BN4. hdkolM 9aon a valubse hieclbnao awllgo 2118.twiet�nure 31 ,slo hlNl VAM14, 4.0!<9e^J SdI1 WIWCMIpWu^I T.,11]xt0 eaMy IMa11wXm wtlrLw Yon In®%da YMM&RIB H.lee$xael sure 312,Namxib.VAYLAII. T Job um Tll:c Type GN Pty of a6]z 1IWlCCEA V34 VB116y 1 1 JOD Pefererca M1mal Based,Component Supply, JecloomllN.FI32z56 PGAAA0 b?o!JG03b4P dkIMM-ksNI Irc. Wed JaUGAUH323320f] Pages ID:MUIOI2FPauNNID9kLGZy3MPA.vL]LN6kaNCc00DBMM3Uri0UHgp'VIS'tAVq]ryjWs 40] a.z] uo=182 2 400 FIT d I Lj1 g 3 2:4 i h4 II LOADING(psg BPACRIfi- 2-0-0 CSI. OEFL. In (lac) Weft Ud PLATES GRIP TCLL 20.0 %ate Grip DOL 1.25 TC 0.16 VeM1(LL) Ne - We m W20 21 N 90 TOOL 10.0 Lumber DOL t25 BC 0.11 Vert(FL) Ne - We 98g ,CLL flap Stress Imr 'E3 WB 0.00 H._tTL) 0.00 We We BCDL 10.0 Gado FBC2a14rtP12(g] MaidzS Weight 12 to F1=20% LUMBER- BRACING- TOPCHORD 20 SP N0.2 TOPCHORD Slmduro Wood sheathing firadly applied or4-24w uriins, BOTCHORD 2WSPN0.2 elmept and witcals. WEBS 2x4 SP N0.3 BOT CHORD Ngld coling dliedyapplied or 100-0a bedng. REACTIONS. Qbhioe) 1=12514-1-11,3=1 2 514 4-11 Mex Hoa 1=2](-C 12) Mex Uplift 1—4(LC 12),3=-13(LC 12) FORCES. (Ib)-Max COmp.IMax.Ten. All forces 250(ID)or lase except wiled shown. NOTES, 1)W IM:ASCE]-1O;VU11=130mph)3-sewntl gust)Veatl=t Otmpd;TCOLd.Opst BCDL=5-0pst h=16X;B,4SIl;1r24ft;cave=40;Cat. II;Exp B;End.,GCp1=0.16;MFRS(oreolonag and CC Extern mne;C C for members and forces&MWFRS for readtiom state;Lumber DOL=1,60 pate grip D0lr1.e0 2)Gable requlres contlnuous Doriom cilord bearing. 31 This buss has Dean designed for a 10O pat Eodom MaW live load nonoodcurrenl with any other[Iva loads. 4)'The truss has Dean designed for a Ilve load of 200p d on the boftom dent In all areas Where a redaingle 380 fell by 2.O0 wMe Wit IX behveen the boddn chod ant any older members. 5)Provide mecbanidal wmecllon(by orders)of ions to bearing plate capable of Withstanding 1W lb uplift at longs)1,3. Q W4aIlM0-V.rNy MP---60-0 NOTE5 ON-6A4 b—LUOEO Ad ER GEFdrANeE PAGE-74"m.d- MrS SEEOXE USE Jtlen rAond Wld for— Y sx,I'll.amrrec.svI I'll.aM n'.,uIP— dole¢Y-11ndhlex-.9.1wIlMi$pcvwnpm ,—A LwgNem Neldeum.int Woe,o EumustVeON.�Wl4ANol rMtlan 1-1-1 p1-1Y hapr ,A Tk.m, Phlollre—" I.vldg deLdn.Ba 1g hY.aletl®Io peVml[ucWryof k.lvpNl lnmweD evils..memosG.1.N�e'I-w•-In^0.`roYaM�nmwnl d Ira d.VUh IeTJed kxrYteNlxxlWgavenicdl[4wwlmpsl+k Uavtlk4.YuulpgalY4mNNa. fa gnerdplMlce repU39M1'e 65W P.rY.ow, Kvtdknikxo 'Gsfvery aeclMn Ytrskgd hrmwaWlN65p1elm.rseAWV1A1(M fYCIewM1.D5kd9aM 5CY Wk1eIPC4mNlurll nnW.f15}10 MI51rNTe5en wdldlle kpn lam Rale h4Nb 21a N.lee5hae1.5Jb312.NeLnNk1 VA2Y314. O Dg m y gym N D A 3, O vy Z D x m m A m O m mm I I O a o �c €mpgn D s �DgROO°°�wA'-0pnv0'O�3inpd�¢<mnvmm�n- Fm7o.vNFaow�v-aop0pO'o^ anpmaD5em3m'S°.n°mao Oy mm�S«omo3mp myn =noo< omo'$`n--�o mCamPoxN o' o 3Z0 00mn33 OV N A �, -'Qy 2 olol cm a'm � �m 3mpcm Z ^ patio s;0. $ O �O� Damp R-a ° y NOma^ m m py 3 n- '�' oo'n 3 n ^ � D mm .. ° p�mJ_Z 00 U^o- 3aT3 u. ] ° ^ -.00x nWF o'md - m ms_.a3 0 � aT 'c� p � 0 Jma oma x of ao �^.� ' c Z mai 0O �O � Om m +£ ao aD \ Hm m0 04 p'o o �o xm ono_,<' m oQ � '.�o a m om mo a � `- _cc oa om' < mQmnmmVaiTl mmmmml qSNoSn'' nmnm g�aN"mAmP9 cn 2 �4uAa oZ w TOP CHcOwR D V 'r'o moci_ n o �o -Ox NJ 6° �3 y1maCE 2 9 ^ Uo }Y v (n y p izZ z n F o 3 4A m0 . G' s 7n n mm O n o, xsa �, °s m 3F m z 4R o „ J $s x 0m 'o Y $ <y z m O m K m n N v 'mTOP CHORD QQ 44 _ n EE pp p T og� 8<$# �4 S � D m 4am q. i $T o Ett ma' m 3f¢ m o Q m ��o ®3 §a§ oQ a oQ Sa y�y22 a8 QQR �m �`-ogao 3 0�0 0� �$#$ �� RCD ] IN 3R ^g9 ;2 X �o o m& o� ma 3,mR' $off o a$ m� �d� 3 �� gn nRI- b4 O n3 as mm� 38 'g' n= ,.s 8g 3 "s� 2,m $�� 35 mR3; RQ v o 9 'mo q > �_ 9$ °$ H a �- a$z a R Q n»3 $ �sm - aa f sa as30 q as 8g vm s �°m�'n ' -n a F3 ° za 8� ssi n� n ~ mQ� a S s� =g qt a oFmu ami ga 8 o a N 0 c �q$ g3 sgm Q g - s 00 3 n o c mm m -o ( 0 < 0 N N 0 russ pe lfixncFA EJD]D J.-Open 1 1 BuitinD Gmw'wn1tAPPh.JxAwrnik.Fl3}ya,JMn BhnM Run'a.510e Jun I1 AIB PnIM1 fl IJM t2 A18 Miek Yidie4e¢,xt Fn Jan 13 C81]:53N1]PYp I ID:BNIOIgFPcuAkVlpTkLGZy3n4p{mF3]Hw81G1eFADTwTN:xniB3]VyxEONzCBIGIrvs+S T-0-0 2 Sees.1:15A 4.m t2 OLllola) ] 9 T) t 01 3 Jx6 I LOADING(Pe0 SPACING 2-0-0 CSI. WIN— in (lac) gde8 L I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O.TO Vert(LL) 0.13 38 xMS 240 MT20 244RB0 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.32 3a x280 180 BCLL 0.0 ' Rap Stress lnor VES WB 0.00 HOrz(TL) 0.00 1 We Na BCDL 10.0 Code FBC2014RPI20W McWx-MS Wight 22 lb FT=2 UMBER. D 2x45P No.2 BRACING T BOTCHORD 2x4 SP No.2 TOPCHORD Stmctural wood sheathing directly applied or 8-0-0 de purlins. BOTCHORD Rigid ceiling directly applied or l 0-0-0oc bretlng. MiTek recommends then Estill and im p red cress,bmdeq be insWlletl tluOng tru83 erection,In accordance with SWbilizar REACTIONS. (Ibleze) 1-2781 (min.0-0A),2=184IMeMaoioal,3=g4IMechanical installation uide. Max Ib21=IS LC 12) Max UPIifl1=44(LC 12),283(LC 12) Max Gmvl=V8(LC 1),2=184(LC 1),3=128(LC 3) FMCES. (Ib)-Max.COmp]Mex.Ter.-All forces 250(IN wlees except when shown. NOTES 1)Wind ASCE 7-1G;Vult=l3Gmph(3-and gust)Vasd=101mph;TCDL•5.0psf;BCOL=S.Op f:h=181t;0=45X;L=2411;..v.=411;Cal.It: Exp C;Encl.,GCpi=0.18;MWFRS(dlrechnial)and C-C Edeeior(2)0.M W 3-0-G,Intedm(1)3-0-0 to 6-114 zone;C-0 for members and Wrces 8 MWFRS for reactions shown;Lumber ML-1.60 plate grip ML-1.60 2)This Imes has been designed for a 10.0 psf potlom chord live tend noncoacument with any other live loads. 3)-This trues has been designed for a live tend d 20.Opsf on the bottom chord in all areas where a rectangle 3-e-0 pill by 2-0-0 wide will fit betvreen the bottom chord and any other premises. 4)PmvWe mechanical connection(by others)of tmss to healing plate capable of withstanding IDD to uplift at)Dint(a)1,2. LOAD CASE(S) Standard ress ms 1,911CFq Mix yxpgpq BuiRiO CmnMrenl a4M+N..Wxwmrl4FlT[23A A"n&ants Job RBb,erite Llamas Run:8.5109 Yn122p18 8.0109.Nn 12ID18M]MNWY�IM Hc. M.Nn 13OB32:Y2012 Rpe1 -2ddIG:MUp19FPongkVb]FLGZy3MP-gwcKGLxQYOBMNCNpAZnsC1x6U3TLwkFMyMTPzren2 2-0d 4812 Bde 1088 4-0-12 4-1i 1-ted 5 StNe=1'R.1 h4 II l 100 11-2- 3 g i 2 3.4- �_ $ P3gP1d) 14) T I LOADING(paf) SPACMG 2-0-0L.7.,L. DEF- in (hares) Mien Lb PLATES GRIP TCLL 20.0 p=DOL DOL 1.25Verl(Ly 0.34 &10 t,302 240 MT20 2Mi1g0 TCOL 10.0 Lumber DOL 1.25VMMTQ -0.37 6-10 >Va 180 SCLL 0.0 • Rep Stress Mcr YESHorz(TL) 0.01 T nh Ne BCDL 10.0 Code FBC2014RPI200] W IDM 441b FT 20% TOP CHORD 2x4 SP but BRACING BOT CHORD 2x4 SP 14,2 TOP CHORD Stredural wood sheathing dlredty applied or 8-0-0 m purlins, except WEBS 2x4 BP No.3 and verticals. BOTCHORD Rigid calling directlyapplieE or 8.3-8 oc bracing MTek recommarWe that Stabilizers and required dose bracing be Inslellatl during mss erection,in accordance with Stabilizer REACTIONS. Max H) 2=181(LC 1 min.0.18),]=482/0- Inslallalian cu'd0 Max Horz2=1B1(LC 12) 1 3d (min.0.1-8) Max Uplin2=-248(LC 12),7=3091LC 12) FORCES. (lb)-Max.Comp.Mlax.Ten.-All forces 2W(11H less excedefien shown. TOP CHORD 2-3=43513111,6-7-4621556.48=-25W62 BOTCHORD 28=4271401 WEBS 3d=4281453 NOTES- 1)Wind:ASCE T-10;VUIb130mph(3-second gust)Vasd-101mph;TCDL=S.Opsp BCDL=S.Opsb h=18ft;B=45ft;L=241t;cave=4ft;Cat.II: Exp C;End.,GCpi=0.10;MWFRS(directional)and CC Exbdarl2)-2-09 to 0.9-0,Intedor(1)09 b fo 10$8 zone;Porch len and right expos M;C-C for members and forces 8 MWFRS Id reactions shown;Lumber DOL=1.60 date grip DOL=1.W 2)This mss has been designed for a 10.0 psf bottom mord live bad rmnconcunant with any other live loads. 3)-This tress has been designed M a live load of M.Upsf on Me bottom chard in all areas whites a rectangle 380 tall by 2-040 wide will Fd behreen the bottom chard and any other members. 4)Seadng ending at pinds)7 considers parallel to grain value using ANSM]PI l angle to grain formula. Building designer shouts sandy capacity of 5)Provide mechanical connection(by others)of mss to bearing plate capable of withstanding 1001E uplift a yinhu)except U=Ib)2=248, ]=309. LOAD CASE(S) Standard i MAP BOGWD44RY SURM OF, O "V "7 LOT ' �28 BLOCK WIP4 �mmwdmmww AS SHOWN ON 32.11-E 01 SEILUA ISA DTATA TTATTrP ATO --- AS RECORDED /N PLAT E OOK 34 PAGES 85 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR.# PAUL & ICHALE MOORS r • 4.5 N03036 4 7 �► r it J • 7. D • • 5. 0. L. v. EXISTING SQUARE Fl"TAGE OF 1.'�►c'RD?6 OUS At EA �= - ---= . HOUSE 2235 o FT. Pa?CH & SA 172 Sir COY. CONC. 277 • ��i; o Cant PA-no = 101 • DIV a 875 x ATC PAD = 16 G Ix 10.0 28.0 l itkilt 44, . . .PPROPOS E 11► « ` COVERED °'. x � , � . 7.6 PORCH 6.1 20.5 0) PROPOSED �z x • 7.6 s,6If • ADDI rloN 23.3 U? 27 CONC. OIVC. o (7.75) 2. a Q 37.6 © ro clAlc x �'"► Q _ - ' '-- __ -- O'o�'E STORY �� a. ° 1 . 7' 1 03 L L STUCCOt4 ca 1) 17,30 w w F.F.E. .. 8.92 x� GAR-AGE F.F.E. = 8.27 • P 24.5 N 4 CoNc. 20.2' N CO v - ,- 1. 4 • �. 17.4 D/ - • a7 co 8.3' 'n' 21.7" 27 4' 8. 8a2 30 B.R.*L. CONC. S W o 10.0 co PROPOSED " COVERED +c,o ENTRY ' APPROVED BENCHMARK NAIL IN 10" t c /Qpk PALM TREE EL. = 9.26 NA VD 88 DA TUM c� A=110.00' R-wwwo 45'04.65' SOO'030 3 1.1 0. 00 1 C G lo$ TOPOGRAPHIC & DETERMINE IM PSF; WO, 12017-68.9* 2-2- 17CE ST PARK. RFr-.F"_R nFlF'D PLOT PLA1---�--- —?I�? - SAP WO,f --2Vv--5 --9 4 ,�doom � l6wj - THE PROPERTY SHOWN HEREON APPEARS TO LIE W�THIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RA TE MAP FOR DUVAL COUNTY, I FLORIDA, DA TED 6— 20 , . -- � ANDi S SHOWN AS A COUR TES ONLY AND DOES NOT CONS 77 Ttl I'E A CER 77FCA 77ON OF SAME. TRI STA LAND SUR M INC* 5875 MINING ERRACE 209, JACKSOWLLEFLORIDA . 2257 904 880` 2535 LEGEND CM CONC. MON BEAR NGS BASED ON 8& LINE AS SHOWN. lP IRON PIPE RB REBAR THIS URVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP, R%W RXW T—OF—WAY I S/W SIDEWALK NOT VALID WITHOUT THE S1GNA TUBE AND THE ORIGINAL RAISED SEAL D/W DRIVEWA Y OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 3 COV. COVERED AREA THIS SURVEY BASED. UPON DESCRIP77ON AS FURNISHED, AND W rHOUT i ! CEN TERLINE BENE17T OF A 77TLE 4INDERIABS77?ACT OF` 77 77.E AND . OR DEED RESEARCH. � A/C AIR CONDITIONING PAD (R) RADIAL DISTANCE CONC. CONCRETE' CALE �,. = 20'�. GLENN M. B'Rf?AP� DS M* D. 5814 SM T EASEMENT B.R.L. BUILDING RESTRICTION UNE IELD WORK DA TE:_4-- 16--1'99 1 PC POINT OF CURVE REGIS7ERED SUR Pr POINTS/GNA , R SURVEYOR AND MAPPER', of TANGENCY E DA TE: _4- 17--1991 STATE OF FLORIDA� (LB #49z1) F.B. PG. 30. cDF:��g� - ORDER NO. 197r- --_