Loading...
335 10th St new single-family home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 30BINFORMATION: Job ID: 17-SFR-3702 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family dwelling Estimated Value: $400.000.00 Issue Date: 5/2/2017 Expiration Date: 10/29/2017 PROPERTY ADDRESS: Address: 335 10TH ST RE Number: 170075-0000 PROPERTY OWNER: Name: AFAB VENTURE LLC Address: 800 -C 3 3RD ST GENERAL CONTRACTOR INFORMATION: Name: MATHIEU BUILDERS Dustin Mathieu Brown,CBC1257586 Address: 1778 OCEAN GROVE DR QA DUSTIN MATHIEU BROWN _ Phone: - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $690.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,380.00 STATE DCA SURCHARGE $20.70 STATE DBPR SURCHARGE $20.70 JJ ny4fjE bWCE$V&.WL CITY OF ATLANTIC BEACH ORDWANCES AND THE FLORIDA Ai1�S' Y�� �� / 'rt�-LJrin CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j -- - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $2,311.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES �Sv�rr City of Atlantic Beach UAPR E11di APPLICATION NUMBER j' Building Department o be assigned by the Building Department.) 800 Seminole Road u ] 201]Atlantic Beach, Florida 32233-5445Phone(904)247-5826 - Fax(904)247-5E-mail: building-dept@mab.us Date routed: 6'Y Cityweb-site: Mtp:/Awnv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33S Department review required Yes No Applicant: MLt`�'l1 tm RU-1��SvS r Dt'/lk- lannm Zonin (� Tree AdiTIMtsibultar— Q. Project: Y\ t.J S'*t-_ k(ntl (IWLI,�. (\(4o s �— ublic Utilities Public Safety Fire Services Review fee $ 50 Dept Signature 5c. 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: 16 pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. WORK Comments: UBLI UTILITI-7ES - 7-( / PU LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: II Reviewed by: Date: Revised 05/14/09 •S y.L!ljJi ^s r C�TY OF ATLANTIC BEACH s PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3 --7 -( -7 Project Address: 33 -'Y- I o 4-✓1 No. of Units: Commercial_Residential � Multi-Family New Water Tap(s)& Meter(s) 7—Meter Sizes) 13, New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size_New Connection to City Sewer_ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /7- STR - 3702 Water System Development Charge $ ` . Sewer System Development Charge $ y t Water Meter Only Reclaim Meter Only $� D Gt S Water Meter Tap $ (nom) Sewer Tap $ Cross Connection $ so' QD - Other $ TOTAL APPROVED: Kavle Moore.PE - (Deputy PWDirectm wAvthor¢edSignature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �j Atlantic Beach,Florida 32233-5445 ff Phone(904)247-5826 Fax(904)247-5645 E-mail: building-dept@wab.us Date muted: by I Ote I City web-site: httpJhvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 S I o n- a - __ De arlment review required Yes o � a'rs tannin Zonin Applicant: M get "3'" Tree Admiritshalor— Project: I\7 0 5� hG��.C' kf^rk'.( &WM NAc Wo s ublic Utilities Public Safety Fire Services Review f 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: PApproved. [-]Denied. (Circle one.) Comments: BUILDI kyr GG PLANNING &ZONING Reviewed by: / Date: 7i�y�7 TREE ADMIN. Second Review: ❑Approved as revised. ❑ nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 Building Permit Application Fop CQ� �f City of Atlantic Beach f �Y goo Seminole Road,Atlantic Beach,FL 32233 10 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 3SS �B f h .s></ ' _Permit Number: I�— S � Legal Description ,S 69/6 2S-29E/FfAut/[/XGe7A�PCK73 RE# /3-,V11`S— 0000 Valuation of Work(Replacement Cost)$_6P/_M�.`G Heated/Cooled SF 3740 Non.Heated/Cooled pqO • Class of Work(orcle on ew dcition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esi entia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes x`,M N/A • Submit aTree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: [lows fiu.r�ion e { //ee✓ 5/4f /e. Florida Product Approval iffor multiple products use product approval form Property Owner Information �y Name: P G Address: ✓I �9SS Se/V0. M1'�a/uA'LQI1n . city �..+ akk Stte�_zip .3u6;C Phone 90•-1 - 'i' f6. 3999 E-Mail a�•r 5 116 00 —aor�^n^ Owner or Agent(if Agent,Power of Attorney or Agency Letter Required) R Contractor Information Nameof Company: �1ltiltrti 6fu&_AL14 /nc- Qualifying Agent: D"JI i3reu✓I Address 39 W 9-NI St city A-hf4/rf)-6,e 1, State FI- Zip 3ZZ33 Office Phone Job Site/Contact Number TO If 9/33"/ State Certification/Registration#Gal2 V-7S P6 E-Mail 4-15fr11 (flM 9'fia eu b"', dors eaw Architect Name&Phone# 162636 d` Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Dale Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF LCOMMENCEMENT. ) (Signature of Owner or Agent including Contr ctt or) (- (Sig a of Contractor) Signed and sworn to(or affirmed,bmf^re met is ethis day of Signed nd s rn to(ora it d)before me this day of 1111 by b s'Ai GRACE MACKEY _ MYcDA1MISSIONFGG ll/ ignature of fdry) . 70NI GINDIEG lotzry) r IEIPIRES:Oc1dx+127, 'w ' 7.'•. MYCCMMISSIM0F924851 A1 w SddMIM1UNOWYFWcUWwlb• I. ,_ E%PIRES:Odaber 6,2m9 •`*�„ �,. BontlotllAry Mbry Publk Urdemnkrs I ]Personally Known OR [ ]Per Wroduced Identification ,ni [ ]Produced Identification Type of Identification: A/ 'N.a oni CA enPffi Type of Identification: DO NOT WRITE BELOW- OFFICE USE ONLY PP eCod o es:2 Review Result (circle one): Approved Disapproved Approved w/Conditions I ' Review Initials/Date: Development Size i Habitable Space ?3/0 Non-Habitable Q Y. Impervious area _ Miscellaneous Information Occupancy Group A- 7 Type of Construction V !s Number of Stories I, Zoning District Max. Occupancy Load Fire Sprinklers Required_ �loodZone X 'onditions/Comments: rCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD c ATLANTIC BEACH,FL 32233 " COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4.18.2017 Permit#: 1 17-SFR-3702 Site Address: 38 W.91"St.,Atlantic Bch. Site Address: 33510's St.,AB Phone: 904-813-3661 Review: 1 Email: Bustin mathieubuilders.com RE#: 170075-0000 Homeowner: AFAB Ventures LLC, aforsl960@aol.com Applicant: Mathieu Builders,Inc. CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. Contractor needs to come in to building department and sign date 2 site plans,on the finished Boor areas of the plans,the proposed FFE. 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/ 1 ferm>� '#- /7- Sf'R - 370 NOTICE OF COMMENCEMENT FILE COPY . State of County of Awatl Tac Folio No. To Whom It May Concem: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEA4ENT. Legal Description of property being improved:_5-69 /o-- aS-i96/ /*af+'a /X04�1 /wl `XP.BGK �3 Address of property being improved: General description ofimprovem ardi:_ „es✓Lpafpu..� S„9�'' ��"`r�Y fefpf¢ Ownm:lFF!{d �rs�r LLG Address: -f .! .,�a,�I • gJ Owner's interest in site of the improvement:_ l T.�$ -1 e�J2 •"1CA.L� �. Fee Simple Titleholder(if other than owner): 1/A A L'I da4 f,, Name: f Contractor: MA-M',,r.. fJa:/elcrf �n� q Address: 3S W 5!A Sf /�/nab• !Xf h F� 3LL33 Telephone No.: 90 KX1S SC 6 Fax No: Sorety(if any)__Afh')' Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Doo p 2017077247,OR SK 17934 Page 217, Number PNes:1 iiEme.—AJ AJ//9 Recorded"04/2017a101:37 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL Address: COUNTY RECORDING$10.00 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 theLienor's Notice as provided in Section 713.06(2)(6),Florida Ste (Fill in at Owner's option) Name- Address- Telephone ame:Address:Telephone No: Far No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): TRIS SPACE FOR RECORDER'S USE ONLY OWNER I/ 1 BB �J'// Signed: ll N.Ci AM/.0l a . W //1N.4/[/Date: Before methis day ofp61 .9.G1'� Tinthe Coun afDuval,State Of Florida,has personally appeared �1•,rurnl^ jj1115a0 roo, •y1"r'X; GRACE MACKEV Personally Known: fA•41 k MYCOMMIaaIONCGG dAag produced IdentiticariV L4 or t EIIPIREG:OclaEer 27.2020 Not Public: • Bon4etlllsu NMeryWMS UrAemillan my i, lidos£ L My commission ex i%s: J.�o8O City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole RoadI�_��n _ ��Atlantic Beach, Florida 32233-5445 F a 10" Phone(904)247-5626 Fax(904)247-5845r 'E-mail: building-dept@coab.us Date routed: 6(q I b(P I I r City web-site: http://wwv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33S I Ot- a . Department review required Yes No 1 _ n Applicant: �u`t '"`t�--Ul Qt.t{��4J5 i�� . lannmg Zomn y Tree A m lintstratur— Project: 111-W Slflfn� kf�r1q (X.W Wo s (-Public Utilities Public Safety Fire Services Review fee $ -'< "Dept Signature _..44IIIIIIIIIII 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 Distdct Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: XApproved. ❑Denied. (Circle one.) Comments: BUILDING ` ' PLANNING&ZONING Reviewed by: �A�,,,/ ���,� Date: V TREE ADMIN. Second Review: A roved as revised.` ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: i i Reviewed by: Date: Revised 05/14/09 I Building Permit Application € ni. COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 r Phone:(904)247-5826 Fax:(904)247-5845 job Address: 33S ABY 4 // Permit Number: Legal Description .S-69/6—S.s—Z7---Af 'clSraad L 741.11K/3 RE# /¢BO 75- 0000 Valuation of Work(Replacement Cost)$ OOiT051 Heated/Cooled SF 3710 Non-Heated/Cooled 9p� • Class of Work(Circle on New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esl entia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes CM N/A • Submit a Tree Removal Permit Application if anytrees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Lo.ss><iw.uflon e ' /?a&J S/i+yle �arrx: /y /"esie, Florida Product Approval# for multiple products use product approval form ProoerW Owner Information ��,,tt Name: P 6 C.r ores G Address: � /?'3N S911/61, f°I"a I?A Cityrr-A�• 2L State F<- Zip Jzc6s 33 Phone 90-1 - 1 j6 3 -f97 E-Mail a ar 3 ! 6 00 a-'. r�YL Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) R Contractor Information // Nameof Company: ii Mil /t:ec� 84',1414 /i, � qualifying Agent: J- Address Address 3P W 9fA I City R-Hsnf7c egL(.e State F� Zio 3ZZ33 Office Phone Job Site/Contact Number TO r/ 9/1113 e C, State Certification/Registration#GAlGI Z,t 7S P6 E-Mail C1.6fih I-i . 6CM Architect Name&Phone# en/ks9 16 0147- 63a 5, Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employe./Evionlon Data Application Is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent including Conti ctor) (Sig eof Contractor n to(or affirn�e ,before methisday of Signed�nd sy(orn to(ora r d)before me this day of by rn.w , I b Paw QY9 GG 01 ignature of ry) otary) cki 2T,ry PWk UWe,wINn EXPIRES. SIONYFF92019 = E%PIRES:Ocmber 6,2619 �''fxp/C„= Brceee mrvrHary PUNv Uneemsan I ]Personally Known OR I I Per 'f Tye of Identification: dldcationation ^ I (prof Idedldcationation Q Co-S Type ofldentifcafion: FIW Q00ti4sS L1 K¢rx� Type ofldentlfication: L� TREE & VEGETATION AFFIDAVIT ?, City of Atlantic Beach i Department of Community Development „ Planning&Zoning Division ��o,t1T 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT SECTION I-APPLICANT INFORMATION r Owner(s) 1l Legal Authorized Agent- NAME OF APPLICANT ;�Zsi� ' r-a/wJJn NAME OF COMPANY /'V-,-IX ie 1/7ar lel,S �//t `//7(�1 / ADDRESS OF COMPANY 3Si U , >I- A��a..d,�r Je t�C l� 3 , -212 I PHONE CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 33S Ifanaddresshmnatbmnansgnedwthispmperty,=MathemB ildmg De nmentat(909)247-5B26torequestwaddress. LEGAL DESCRIPTION -a7 LOT BLOCK SUBDIVISION REAL ESTATE NUMBERZ] OO-4S"OODc7 LOT OR PARCEL SIZE: So)r (SL SQFT l zsz AC RESIDENTIAL 17— COMMERCIAL OTHER(SPECIFY) I affirm that 1 have reviewed the provisions of Chapter 13, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation Wit be damaged,destroyed and/or removed from the e- e`escribedo^radjacentproperties in conjunction with thisproject. SIGN TUBE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this Sdayof ,zr'11'-7,by State of �EI— Countyof Identification verified: Oath sworn: F- Yes No TOM GINDIESPERGER MY COMMISSION N FF 424% Notary Signature E%PIREG:Oc�PM 6,2019 REV- '"• `(' �^4eO�"rywwra�tu`umemea My Commission expires f;r�arr City of Atlantic Beach APPLICATION NUMBER Department j� 800 Seminole Road EGEIo be assigned by t he Building Department.) Atlantic Beach,Florida 322335445 1 I-f-spe-- 31zo\ Phone(904)247-5826 Fm(904)247-584 P r 7 !fl I q E-mail building-dept@coab.usDate routed: V� I b(Q I( f Cityweb-she: http9hvww.coab.us BY - APPLICATION REVIEW AND TRACKING FORM Property Address: 33s I O C - De arlment review required Yes No �p i in Applicant: N1a�t,w gu,y&<' r � lammng Zomn (� Tree m Project: hp W 5� (\Gl k(rxr1vl c Wo s �— Public Utilities 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: APPLICATION STATUS �/ Reviewing Department First Review: Approve�d.u� []Denied. I/I 17 (Circle one.) Comments: -4-e' OW BUILDING PLANNING R ZONING Reviewed b : Date: TREEADMIN. 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: i Reviewed by: Date: Revised 05/14/08 I t 3 3 r 3f� -= r��- J r ti r i s - , Comp. By: SRW 51 Date: 4/11120`17 Public Works Department City of Atlantic Beach Permit No: 17-SFR-3702 Address: 335 10th Street Reauired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopmenl volume of stomlwavAer 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 feel R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area JA) = 7,500 fl' Runoff Coefficient Area Lot Area Description (ft') (ft') "C" Ill C. Impervious 2,525 7,500 1.00 0.34 Pervious 4,975 7,500 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 7,500 x 9.3 / 12 V= 2,728 fl1 Postdavelopment Runoff Volume: Lot Area(A) = 7,500 ft' Runoff Coefficient Area Lot Area j Oescdptlon (ft') (ft' "C" Md"C" Impervious 3, 7 5% 1.00 0.42 %ISA= 42.5% 1 Pervious 4,313 7,500 0.20 0.12 { Runoff Coefficient(C)= 0.54 f Runoff Volume !!!!� V= 0.54 x 7,500 x 9.3 / 12 V= 3,138 fl' Required Storage Volume { DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,138 - 2,728 DV= 410 ffe i 1 I Retention MARTER WATER RETENTION V11=17 1 Comp. By: SRW Date: 4111/2017 '�of31')•? Public Works Department City of Atlantic Beach Permit No: 17-SFR-3702 Address: 33510th Street Provided Storage: Elevation Area Storage (ft) (ft') (ft') ? 7.5 80 0 BOTTOM RIGHT 40 X 2 ? 8.0 215 74 TOB SIDE 43 X 5 Elevation Area Storage (ft) (ft') (ft') 7.5 536 0 BOTTOM LEFT 67 X 8 8.0 621 289 TOB SIDE 69 X 9 Elevation Area Storage (ft) (ft') (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 836.0 d=depth to ESHWr= 4.5 pf=pore factor= 0.3 Inground Storage= 1128.6 ft' Required Treatment Volume= 410 ft' Supplied Treatment Volume= 1,202 ft' Retention MASTERWATERRETENTION V11M17 MAP SHOWING BOUNDARY SURVEY OF OF 18, BLOCK 13, ATLAIITIO BEACH, AS RECORDED Ibl PLAT BOOK 5, PAGE 69, OF THE CURREIII PLIBUC RECORD'S OF OUVAL COUNTY, FLORIDA. CERTIFIED TO: ROBERT 0. BI_OHIJ STEWART TITLE CF JACI:S0111ALLE, INC. ��` WATSON AIIO OSBORPIF_. P.A. v FW it I OT 17 BLOCK 13 Ll 75'0249' E 10,00' (PLAT) 14 7502'37' E 50_10i (HEAst-IREl)) o. "j. s es LOT IB yA} -�� BLOCK 13 . D: < °>w wa LOT 20 ?" oz I o LOT 16 BLOCK 13 Roi m iq•) _ o n BLOCK 13 a ( ,z 7 R. , 1(1 , nllE STORY 1.1F.:;AIR'i 9 POSTED # 335„ Lit- wX � w � op 'CS m OA NO N? Z N 1.75'02'49" W 50.10' QJA.$URED) TENTH STREET S 75`02,19I' w (40.0' RIGHT OF WAY) 50.00 (PL T) Ib IES: _ ACCFPTEO aO LEGEND: R = RADIUS —g—X= FENCE ----- L - LFfIGIM O = CONCRETE -- '--- NOTES: 1I 15W Do' W REVISIONS 1. BEPANGS ARE BA N THE ASSUMED MEO BEARRIG elAllG TIIE WESTERLY BOUNDAR ONE OF SUBJECT PARCEL DAIS DESCRIPTION NATIONAL ROOD NPWTTI URANCE RAP DATEDG ONLY ME NED APRIL 117. l9eq,ltlULnllll(?LOILSER 129975. PANEL SHOYMAN THE OR 3. 1HI5 SURVEY REFIE TS ALL EASEMENTS ANO OTHER 11TLE LRIFECAIPNI!lIAE BEEI+TPERFORIJ©EDT E�4'tN"'WED IF SUPPLIED. UNLES OTIERWISE STATED, 4. THIS SUR4FY NOT D WITHOUT THE EMBOSSED SEAL OF RIE LERMFUIIG SURVEIOR. JOB # 7806 DATE OF FIELD SURVEY: 04_.22-9n _ UIS ZIP 22 _ SCALE: 1" = 30' CERTIFICATE 2522 Oak ctle:t I I"MY URRFY THAT 1RIS'3JRWY WAS W.UIM.YY P.E.iAOHM IE OIANX J9c4.—Al., (TUI IJu 3?2l I "NO N EFSFRCIESSOI Y WRVM S NIGN�APKRS W PNF19t V.j k lOR9A (Phone) 909-inn.E9;9 ll . rvWANT 111 YGIIaI A •mR,n acl.VA.. 6g (Pox) 904-309-61'5 MICHAEL 0 EN -- - - REGISTERED S RVEYOR AND R 14679 STATE OF FLORIDA LICENSED BU NESS M s>cl _ __ LAND S RVEYS 0 CONSIRUC-PION SURVEYS 0 SUBDIVISIONS ' R.O.W.Permit Attachment of for R.O.W.Permit# issued 20_ Atlantic Beach,FL 32233 Owner's Name: A04/3 i/e.r/m,�4 GAG Property Address: -?3,e io aK i k /c F' 3u z? Subdivision: RE. #: /�—ao7S—soo p REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this 2017 by Atlantic Beach,Florida, a municipal corporatio r organized and ex' tin f under the laws of the State of Florida,hereinafter referred to as "CITY"and �'r , of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: Alun) Cavi i t t e.f cn Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt roque d, to the followin address: ?3$ Selves Man' Aa M L} /a /, `� Fl 901 � �3 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 "r The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved ham less by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED+ and SIGNED this 1/"" day of 14 A1L_ By: U Q . 1A F, > Propefty Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this _ day of jj@j20�_, personally appeared before me, a Notary Public in and for said Cdunty and State, _ flor�t(o� 17;3R Selyos ,tt_iny, (aye the property owner of Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Qro"j =�vtiCtca4..: F/o+Jo,Q�v —s Lk" N Public in f said County S MACK7NM9 MYCGMMISaIGNN CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: Oublic Works Director lWWWARV File: 12/12/16 i Page 2 of 2 I ! n CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS B00 a Roatl v Allentic ik Beach,FbOtle 32237-5445904-247-5800 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. PERMIT# Date ISSUES BY THE CITY Job Address-354--`i0Y% St E-mail A-rrA.5 Permilee: � 1� A!161 Q ( � /r n n Telephone# 4b-/ � 1&, Pennitee Address: / 7-38 SeII�/yaM&AAA'AMnP �,({ /=/ -j'� � � 3 Requesting Permission to Construct: 7Ruei.� ,ter%ve.wa[�. Location:(Reference to Cross-Street) /1) ,S f a 61 Z­Q 1 f 4,.,2 or 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities y Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes( ) No( ) Date: Comcast Yes( ) No( ) Date: 2. Whenever necessary for the construction,repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works,and at the expense of the Permitee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractors Project Superintendent) located at 39w 9fAS!' fff!•a6-c6eec4. Telephone#: Yo 9`fl(3Sd,cr 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical,in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any Increase in impervious area on owner's lot or In the city Right of Way are to be Included with this application. 7. This permittee shall commence actual construction in good faith with IPO days. If the beginning date is more than 60 days from date of permit approval,then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. S. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, tide and Interest in the land to be entered upon and used by the holder,and the Holder will,at all times, assume ell risk of and indemnify,defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall C - ur(24) houre prior to starting work and again immediately upon completion ,nr �a M. W O)MM1861ON a 0 042989 EXPIRES:October2r,2920 OWNER '....:?,4! mw.am,c Ndny FUMlcuMem�lya t�l}1� Signed: i4y- e: y�y� Before methis qday of WJ,,'4A1 n the County of Duval,State f Florida, has personally appeared Vlrq,l,, c A.11S1-0rvttl Notary Public at Large, Slate of Flodda, County of Duval. My commisA11h, neo Personally Known: , n Producedldentifcation: A+�.S�1�^R Revised 7139/16 MAP SHOWING BOUNDARY SURVEY OF FOT 18, BLOCK 17, ATLAIITlr BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURREIIT PUBLIC PECOR S OF DUVAL COUNTY, FLORIDA. CERTIFIED TO:eLOHEI RFILE COPY � oeERr . STEWART TITLE OF IACKSOHVILLE, INC. \VATSOfI AHO SBORNE, P.A. U� T OT 17 BLOCK 13 II 7592'49' E `• 00, (FLA I) N 75'02.37" E (MEASLIREb) 8> LOT 18 W "- BLOCK 11 mp a yA, w wa �o LOT 20 ?vz �� LOT 16 BLOCK 13 ,5 m i-•,1J^E� a n BLOCK 13 zFr�nT - h OIlE Si OR'f - 1.1 K; A IP'f o POST(TA # 3i5Y i x Ul ).5 N o O m Np 08 �n An n� a- ---S 75'02' 9" W 50.10' (61E.S!IREO) TENTH STREET S 75'02'49 %V (40.0• RIGHT OF WAY) 50.00' (PLAT) Holt LEGEND: -- R - RADIUS —x—R= MICE L - LENGTH O - CONCRETE NOTES REVISIONS L BEARINGS ARE TY TIE ASSVAtEO -m'RAuO nF __ _ ALOH^ IDE WESTERLY 8DUOF SUBJECT PARCEL DATE DESCRIPTIM 2 BY CAAPHIC PLIDE CAPNINED LANDS LIE 61-111! tll)l1D lIN1E A AS SHOM ON THE NATONAL FLOOE MAP DAZEDAPRIL 17, 196.. CCIAVIgMt'i IaIL18FF. 1A90>S. PAPIIIEI.3. ALIS SURVEY REASEMENTS &RIGHTS CT I'i\I 7.5 FOR RECOPUED FLAT &MOR T11E COMAIIIMEHTIF SUPPLIED. LIRWLSE STATED. NO OMEN TITLE WRIEICA-OIL IL6 PEEN PERFORMED BY THE UNDERSlONED 4. THIS SURVEY NOT VAUD WITHOUT THE EMBOSSED SEAL OF 111E ARTIF.ING SURI£YOR. JOB 7806 DATE OF FIELD SURVEY 04.22__3 _ DISI: )j ZIP 22 _ SCALE:_!" = 30' CERTIFICATE 1522 ATA C1i c^I 1 HIJAEBY MINIFY THAT Me SAf[YEY WAS MISE NADP YY Pl3iMPffiE tl1IR(£ Jackson.ile. I'I..IJO ?2,01 AI U NEENIS DC WMNY IECNMCN-STNOM➢S AS SET FCFIM1 SY DE fltl-O (P60R!) 901-!n^'`RR3 L'UMU FYICiE551NAY S11R1£Y(PS/!IG YNPFAS M CNM......-0, iLC9UA (FOo) 90J-30' E913 ;.,An,jP. .E WR DANT 109 WA 4 40)2 RQUL'l.STANRS. MICIiAEI. J AT O RECISTERED SURKYOR AND Li ( 4679 STATE OF FLORIDA LICENSED BUSINESS / 6702 LAND S RVEYS 0 CONSIRUC ION SURVEYS O SUBDIVISIONS � - - - - - - - - - - - - - - - - - - - - }{ \ ` � ( � � � { ` I ! E ! ! & ~ � ` 72i *#; � § • . � 2 ; t { / ! & ; ' ■ «\ � � ! . . f . $ § S ! $ = 2 rn ® ® Cl) ! 22$ E - E ! m ! ® i \ x > ( # ` ƒ } �\ , E go . , a /) ! ƒ ƒ . ! (f . - oa o n o � o o ? o Dp p w C] '3 nvi mvl rn � o m y a s 7 t 0 A � h n e 'f F � y � c O o 9 �.J r o 0 v x n O Er a v b O m w O wl LA 0 0 � 7 s o p ' 0 F = � r a 0 r 3 y O C d N h O I 4� I I { ƒ Q } } i \ so. Jia ) - i \ k � U � ` 7 } � ■ rn ! « r £ ! & - - _ } i E \ f � E ! � � ( (\ � . � i F FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 33510th ST Builder Name: MarcoHeating 8 Air Inc Street: 33510TH STREET Penna Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number Owner 33510TH STREET Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing Near(From Plans) 9. Wall Types(3474.0 sq%) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3078.00 ft b.Interior Frame-Wood,Interior R=11.0 396.0011' 3. Number of units,d multiple family 1 c. WA R= IF 4. Number of Bedrooms 4 d.N/A R= R 10.Ceiling Types (2076.0 sgft f Insulation Area 5. Is this a worst case? No a.Cathedral/Sin ly(Unvented)11=0.1 1173.008' 6. Conditioned floor area above grade(112) 3310 b.Roof De nve R=20.0 903.00 82 c. N/A R= W Conditioned floor area below grade(ft) 0 11 Duds R W 7. WindowN606.5 light) Desclpti2 Area a.Sup:Attic,Rel:Attic,AH:Aftle 8 254 e. U-Factor. ODI,U12 32 ! 606.4811 b.Sup: Attic,Ret:Attic,AN Attic 8 408 SHGC: SH =02 12.Cooling systems kBtu/ar Efficiency b. UFadoc WA ft2 a.Central Unit 18.0 SEER:15.00 SHGC: b.Central Unit 41.5 SEER:15.00 Q U-Fader. N/A ft' SHGC: 13.Heating systems kBtulhr Efficiency d. UFactor WA ft- a Electric Heat Pump 18.0 HSPF:8.50 SHGC: b.Electric Heat Pump 41.5 HSPF:8.50 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.290 14.Hot water systems a.Natural Gas Tankless Cap: 1 gallons 8. Floor Types (3310.0 sgft) Insulation Area EF:0.800 a.SlabAn-Grade Edge Insulation R=0.0 1269.0082 b. Conservation features b.Floor Over Other Space R=13.0 1068.00 K None c.other(see details) R= 973.00ft 15.Credits Ps1at Glass/Floor Area: 0.183 Total Proposed Modified Loads: 74.74 PASS Total Baseline Loads: 88.81 1 hereby certify that the plans and specifications covered by Review of the plans and FINE STgT this calculation are in compliance with the Florida Energy specifications covered by this Code. '• _ - calculation indicates compliance y , "' '-`_:',r`A�t Dorothy Deane with the Florida Energy Code. F 'ni,�P••. :tic "'.,• �A, r, ,. PREPARED BY: _- _ _ __ Before can bn is completed will a C DATE: this building cath be inspected for 0 a compliance withSection 553.908 . >R° . I hereby certify that this building,as designed is in compliance Florida Statutes. with the Florida Energy5odq. CGD WE.'t�J OWNERIAGE �- --- BUILDING OFFICIAL: DATE: ?- DATE: ozG'/17 - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. 9,J -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an elope test report in accordance with R402.4.1.2. 3212017 3:18 PM EnergyGauge®USA-FIaRes2014 Section R405.4.1 CompSn[6a8spne \ Page 1 of 7 FORM k405-2014 PROJECT Title: 33510th ST Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3310 Lot# Owner: 33510TH STREET Total Stories: 2 Block/SubDiuision: #of Unis: 1 Worst Case: No PlatBook: Builder Name: Marco Heafing&Air Inc Route Angle: 0 Street: 33510TH STREET Permit Office: DUVAL CNTY Cross Ventilation: No County: Dural Jurisdiction: 261300 Whole House Fan: No City,State,20: ATLANTIC BEACH. Family Type: Single-family FL, 32233 NewlExisang: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heisting Design Daily Temp Design Location TMY Silo Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jaclu omale FL_JACKSONVILLE INT 2 32 93 70 75 1281 49 Medium BLOCKS Number lame Area Volume _ 1 UP 2041 18369 2 DOM 1269 11421 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Coded Heeled 1 MAIN FLOOR 1289 11421 Yee 0 1 Yes Yes Yes 2 HALL 251 2259 No 0 1 Yes Yes Yes 3 BD 2 258 2322 No 1 1 1 Yes Yes Yes 4 GATHERING 234 2106 No 0 1 Yes Yes Yes 5 J&J BATH 151 1359 No 0 1 Yes Yes Yes 8 BD 3 242 2178 No 1 1 1 Yes Yes Yes 7 LAUNDRY 63 567 No 0 1 Yes Yes Yes 8 STAIRS 104 936 NO 0 1 Yes Yes Yes 9 BD 4 WIC 25 225 No 0 1 Yes Yes Yes 10 BATH 40 360 No 0 1 No Yes Yes 11 BD4 144 1296 No 1 1 1 Yes Yes Yes 12 MST 295 2655 No 2 1 1 Yes Yes Yes 13 MST BT&WIC 234 2106 No 0 1 Yes Yes Yes FLOORS # Fluor Type Specs Perimeter Pereneter R-Value Area Jost R-Value TIB Wood Carpet 1 SobOn-Grade Edge Insulatio MAIN FLOOR 1326 0 12699 — 0.2 0.2 0.6 2 Fluor over Garage HALL — — 69 R 19 0.2 02 0.6 3 Fluor Over Other Space WALL — — 1828• 0 02 0.2 0.6 4 Rased Floor BD 2 26 R 19 0.2 0.2 0.6 ML70173:18 PM EneMyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of7 FORM A405-2014 FLOORS 9 Floor Type Space Peraneter Parhn_eter R-Value Area Joist R-Varm Tib Wood Carpet 5 Floor Over Other Space B02 - - 232 IF 13 0.2 0.2 0.6 6Raised Floor GATHERING _ - 106• 19 0 0 1 7 Floor Over Other Space GATHERING - - 2246' 13 0.2 0.2 0.6 8 Raised Floor J&J BATH 85 ft2 19 0.2 0.2 0.6 9 Rarcatl Floor J&J BATH _-- -- 24 ft2 19 0.2 0.2 0.6 lffloor Over Other Space J&J BATH ___ ___ 42 ft2 13 0.2 0.2 0.6 NFloor over Garage BD 3 210 ft2 19 0.2 0.2 0.6 12Raised Floor BD 3 __ ____ 32 ft2 19 0.2 0.2 0.6 13Floorover Garage LAUNDRY ___ ___ 63 ft2 19 0.2 0.2 0.6 14FIoor over Garage STAIRS ___ ____ 12 ft2 19 0.2 0.2 0.6 I Staised Floor STAIRS ___ ___ 1762 19 0.2 0.2 0.6 16Floor Over Other Space STAIRS 75 ft2 13 0.2 0.2 0.6 17Raeed Floor RD WIC 5 ft2 19 0.2 0.2 0.6 1 Floor Over Other Spam BD 41MC - -- 20 ft2 13 0.2 0.2 0.6 19FIoor Over Other Spam BATH _ _-- 40 ft2 13 0.2 0.2 0.6 2ffloor Over Other Spam BD4 144 fie 13 0.2 0.2 0.6 21Raised Floor MST 232 ft2 19 0.2 0.2 0.6 231oor Over Other Spam MST _ 63 ft2 13 0.2 0.2 0.6 23Raised Floor MST BT&WIC 6 ft2 19 0.2 0.2 0.6 24FIoor Over Other Space MST BT It WIC - - 228 ft2 13 0.2 0.2 0.6 ROOF Roof Gable Roo( Solar SA Emit Emift Deck Pitch i Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hb Compos6bnshirgk 249562 0R Medium 0.9 No 0.9 No 20 33.7 ATTIC V X Type Ventilation Vent Ratio(1 in) Arae RBS IRCC 1 Full attic Unvented 0 2076 R N N 31212017 3,18 PM EnergyGaugeOUSA-FlaRes2014 Section R4054.1 Compliant Software Page 3 of FORM 13405-2014 CEILING aCeiling Type _ Space R-Value Ins Type Area Framing Frac Truss Type _ 1 Under Attic(Unvented) MAIN FLOOR 0.1 Blown 358• 0.1 Woad _ 2 Under Attic(Unvented) WALL 0.1 Blown 2518` 04 Wood _ 3 Cathedra9Single Assembly(Unvebed SO2 0.1 Blown 258 R' 0.1 Wood _ 4 Cathedral/Single Assembly(Unven®BfHERING 0.1 Blown 23482 0.1 Wood _ 5 Under Attic(Unvenled) JBJ RATH 0.1 Blown 15182 0.1 Wood 6 CathedreUSingleAssemby(Unvankd BD3 0.1 Blown 242M 0.1 Wow 7 Under ABic(Unvented) LAUNDRY 0.1 Blown 6382 0.1 Wood _ 8 Under Aeic(Unvented) STAIRS 0.1 Blown IN it- 0.1 Wood _ 9 Under Attic(Unvented) BD WIC 0.1 Blown 2582 0.1 Wood 10 Under Attic(Unvented) BATH 0.1 Blown 4082 0.1 Wood 11 Camedral/Sirgle Assembly(Unrented BID 0.1 Blown 14482 0.1 Wood 12 CathedmVSirgle Assembly(Unvented MST 0.1 Blown 29582 0.1 Woad 13 Under Attic(Unvented) MST BTB WIC 0.1 Blown 23482 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below _ Ty Wall Turn Spam R_Vn w_... FL...n FI n Aron __R-YdWE_Frnrl'nn AhsnL. G _ i N Exterior Frew-Wood MAIN FLOOR 19 37 0 9 0 333.0 82 0 0.23 02 0 _2 E Exterior Frame-Wood MAIN FLOOR 19 26 0 9 0 234.082 0 0.23 02 0 _3 S Exterior Frame-Wood MAIN FLOOR 19 21 0 9 0 189.0 82 0 0.23 0.2 0 _4 W Exterior Frame-Wood MAIN FLOOR 19 48 0 9 0 432.0 82 0 0.23 0.2 0 _5 E Interior Frame-Wood MAIN FLOOR 11 25 0 9 0 225.01'2 0 0.23 0.2 0 _6 S Interior Frame-Wood MAIN FLOOR 11 16 0 9 0 144.0 81 0 0.23 0.2 0 _7 W Interior Frame-Wood MAIN FLOOR 11 3 0 9 0 27.082 0 0.23 0.2 0 8 N Exterior Frame-Wood HALL 19 3 0 9 0 27.01' 0 0.23 0.2 0 9 E Exterior Frame-Wootl 802 19 2 0 9 0 18.01' 0 023 0.2 0 10 S Exterior Frame-Wood BD 2 19 14 0 9 0 126.0 81 0 0.23 0.2 0 11 W Exterior Frame-Wood BD 2 19 19 0 9 0 171.0 82 0 0.23 0.2 0 12 N Exterior Frame-Wood GATHERING 19 1 0 9 0 9.01' 0 0.23 0.2 0 13 S Exterior Frame-Wootl GATHERING 19 1 0 9 0 9.081 0 0.23 0.2 0 14 W Exterior Frame-Wootl GATHERING 19 16 0 9 0 144.081 0 0.23 0.2 0 _15 S Exterior Frame-Wood J 8 J BATH 19 8 0 9 0 72.082 0 0.23 0.2 0 _16 W Exterior Frame-Wood J 8 J BATH 19 3 0 9 0 27.0 82 0 0.23 0.2 0 17 E Exterior Frame-Wood 13133 19 19 0 9 0 171.0 82 0 0.23 0.2 0 18 S Exterior Frame-Wood 803 19 14 0 9 0 126.082 0 0.23 0.2 0 19 W Exterior Frame-Woad BD3 19 1 0 9 0 9.082 0 0.23 0.2 0 20 E Exterior Frame-Wood LAUNDRY 19 7 0 9 0 63.01' 0 0.23 0.2 0 21 E Exterior Frame-Wootl STAIRS 19 8 0 9 0 72.01' 0 0.23 0.2 0 22 S Exterior Frame-Wootl STAIRS 19 1 0 9 0 9.082 0 0.23 0.2 0 23 N Exterior Frame-Woad BD 4 WIC 19 1 0 9 0 9.01' 0 0.23 0.2 0 24 E Exterior Frame-Wood BD 4 WIC 19 5 0 9 0 45.01' 0 0.23 02 0 25 N Exterior Frame-Wood SD 4 19 12 0 9 0 108.01' 0 0.23 0.2 0 26 E Exterior Frame-Wood BD 4 19 12 0 9 0 10801' 0 023 0.2 0 27 N Exterior Frame-Wood MST 19 21 0 9 0 189.0 ft. 0 0.23 0.2 0 32120173:18 PM EnergyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Pege4of7 FORM A405-2014 WALLS Adjacent Cavity Width Haight Sheathing Framing Solar Below ype_ Snaee.-_P-VaWe._. Ft In Fe 1, Area a-Va A_Fractiot ff29 E Exterior Frame-Wood MST 19 13 0 9 0 117.0 IF 0 0.23 0.2 0 W Extenor Fame-Wood MST 19 15 0 9 0 135.0 fV 0 0.23 0.2 0 30 N Exterior Fame-Wood MST BT&WI 19 1 0 9 0 9.0 ft0 0.23 02 0 31 S Exterior Fame-Wood MST BT&WI 19 1 0 9 0 9.0 flit 0 0.23 0.2 0 32 W Exterior Frame-Wood MST BT 8 WI 19 12 0 9 0 108.0 ft2 0 0.23 0.2 0 DOORS i Omt Dom Type Space Stamu IJ-Value Vadlh Haight Area Ft In Ft_ In _ 1 E Insulated MAIN FLOOR None .35 2 8 6 8 17.8 R 2 S Insulaled MAIN FLOOR None .35 3 8 24I WINDOWS Orientation shown is the earned,Proposed oriental / wall Overhang V • Oat ID Fame Panes _ NFRC U-Factor SI-IGC Area Depth Separation Int Shade Screening _ 1 N 1 Vinyl Low-E Double Yes 0.32 0.29 13.5 IF 2 R 0 in 2 It 0 in None Extenor 5 _ 2 N 1 Vinyl Low-E Double Yes 0.32 0.29 84.0 R` 2 ft 0 in 2 ft 0 in None Exterior 5 3 N 1 Vinyl Low-E Double Yes 0.32 0.29 54.0 IF It 0 in 2 ft 0 in None Exterior 5 _ 4 E 2 Vinyl Low-E Doubts Yes 0.32 0.29 36.0 ft- 2 I 0 in 2 0 0 in Now Exterior 5 _ 5 S 3 Mnyl Low-E Double Yes 0.32 0.29 6.0 f? 2 I 0 in 2 I 0 in None Exterior s 6 S 3 Vinyl Low-E Double Yes 0.32 0.29 36.0 ft 2 6 0 in 2 ft 0 in None Exterior 5 _ 7 W 4 Vinyl Low-E Double Yes 0.32 0.29 40.5 ft- 2 8 0 in 2 ft 0 in None Exterior 5 _ 8 W 4 Vinyl Low-E Double Yes 0.32 0.29 36.0 Ill 2 It 0 in 2 It 0 in None Exterior 5 _ 9 S 10 Vinyl Low-E Double Yes 0.32 0.29 14.51P 2 R 0 in 2 It 0 in None Exterior 5 _ 10 W 11 Vinyl Low-E Double Yes 0.32 0.29 16.5 M 2 It 0 in 2 ft 0 in None Exterior 5 _ 11 W 14 Vinyl Low-E Double Yes 0.32 0.29 33.0/12 2 It 0 in 2 It 0 in None Exterior 5 _ 12 W 16 Vinyl Low-E Double Yes 0.32 0.29 12.8 M' 2 It 0 in 2 It 0 in None Exterior 5 _ 13 E 17 Vinyl Low-E Double Yes 0.32 0.29 16.5 R 2 It 0 in 2 ft 0 in None Exterior 5 _ 14 S 18 Vinyl Low-E Double Yes 0.32 0.29 38.5 ft' 2 It 0 in 2 0 0 in Nane Exterior 5 _ 15 E 20 Vinyl Low-E Double Yes 0.32 0.29 13.5 12 110 in 2 I 0 in None Exterior 5 16 E 21 Vinyl Low-E Double Yes 0.32 0.29 18.01F 2 0 0 in 2 ft 0 in None Exterior 5 _ 17 N 25 Vinyl Low-E Double Yes 0.32 0.29 18.9 ft 2 It 0 in 2 I 0 in No" Exterior 5 _ 18 E 26 Vinyl Low-E Double Yes 0.32 0.29 16.5 ft• 2110 in 2 8 0 in None Exterior 5 19 N 27 Vinyl Low-E Double Yes 0.32 0.29 49.5 ft- It 0 in 2 ft 0 in None Exterior 5 20 W 29 Vinyl Low-E Double Yes 0.32 0.29 33.0 ft- 2 It 0 in 2 It 0 in None Exterior 5 _ 21 W 32 Vinyl Loal Double Yes 0.32 0.29 16.0 fix 2 It 0 in 2 ft 0 in None Exterior 5 22 W 32 Vinyl Low-E Double Yes 0.32 0.29 11.3 R' 2 ft 0 in 2 ft 0 n None Extenor 5 23 W 32 Vinyl Low-E Double Yes 0.32 0.29 12.0 ft2 It 0 in 2 It 0 in None Extenor 5 321/20173:18 PM EnergyGauge®USA-Fla Res2014 Section R4054.1 Complia nt Software Page 5 of FARM R405-2014 GARAGE # Floor Area Ceiling Arae Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 440 f' 440 ft' 50 it 9 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EQIA ACH ACH 50 1 Wholohouse Proposed ACH(50) .000286 2482.5 13629 256.31 .2711 5 HEATING SYSTEM f System Type Subtype Efficiency -- Capacity -.. _ Block Duds 1 Electric Heat Pump Split HSPF:8.5 IS kBIWu 2 sysai 2 Electric Heat Pump Split HSPF:8.5 41.5 kBtumr 1 sys82 COOLING SYSTEM # System Type Subtype Efficiency Capacity Ak Flow SHR Block Duds _ 1 Central Unit Split SEER 15 18 kB1ulhr Cf. 0.7 2 sys%1 2 Central Unit Split SEER: 15 41.5 kStu4lr dm 0.7 1 sys#2 HOT WATER SYSTEM i System Type SueType Location EF Cap Ilse Sei Conservation 1 Natural Gas Tankless Exterior 0.8 19.1 55.1 gal 120dag None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model Collector Model# Ana Vokane FEF None None ft' DUCTS / Supply —Return— Air CFM 25 CFM25 HVAC# V # Location R-Val Area Location Area Leakage Type Handler TOT OUT ON RLE Heat Cool _ 1 Attie 8 2618 Aft 63 R` Default Leakage Aft (Default) (Defauq 2 AMC 8 4088 Attie 1028' Default Leakage Aft (Default) (Default) 2 2 3/21=173:18 PM EnergyGauge®USA-Fla Res2014 Section R4054.1 Compliant Software Page 6 of FORM R405-2014 TEMPERATURES Programable[ Themrosta�[Itt D1Y CeiliAprng Fans: Hcec 10(11 f0( [{X]] {p17] E]] (Octp(�] Heating l l Jan ` ]Feb lxl MaDoe r Apr l 1 Maymy l l Jun ` i Jul l l AAug IIID Inl Oct p[)Nov Dec Venting ll l Thermostat Sclwdufe: HERS 2008 Reference lours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(VJD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Floating(WD) AM 66 66 66 66 66 68 88 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 65 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/2112017 3'.18 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 7 of 7 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 335 10TH STREET, ATLANTIC BEACH, FL, 32233 1. New construction or existing New(From Plans) 9. wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3078.00 B b.Interior Frame-Wood,Interior R=11.0 396.0011 3. Number of units,0 multiple family 1 c.N/A R= B' 4. Number of Bedrooms 4 d.WA R= B' 5. IS this aworct case? No 10.Ceiling Types Insulation Area a.Cathedral/Single Assembly(Unvented)R=0.1 1173.001Y 6. Conditioned Boor area(B-) 3310 b.Roof Deck(Unvented) R=20.0 903.0011` 7. Windows- DescriptionArea c. N/A R= fl Duds R B' a. U-Factor Dbl,U--0.32 606.48 fl' 11. a.Sup:Ask,R1N:AttAH:Attic 8 256 �.2 SHGC: SHGC9 b.Sup: Attic,Ret:Attic,AH:Attic 8 408 b. U-Factor. WA IF SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor WA 8' a.Central Unit 18.0 SEER:15.00 SHGC: b.Central Unit 41.5 SEER 15.00 d. U-Facblr: N/A 8' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 18.0 HSPF:8.50 Area Weighted Average Overhang Depth: 2.000 B. b.Electric Heat Pump 41.5 HSPF:8.50 Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14.Hot water systems a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R-0.0 1269.00 B' EF:0.8 b.Floor Over Other Space R=13.0 1068.008' c.other fees Eetaile) R= 973.00 m b. Conservation features None 15.Credits palet I certify that this home has complied with the Florida Energy Efficiency Code for Building Fg11E sTg7, Construction through the above energy saving features which will be installed(or exceeded) y� 6O in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code Compliant features. ��:::, - "` 'P• �o Builder Si nature: Date: 66 � > Addressof New Home: 3JS/Oyk Svc City/FL Zip:T7�p��iNavC- Q.0 = �p fL 3cE7-3 OD WE '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 we 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. 321/20173:18 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page l oft FORM R405 2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods AooRPss: velmd Nan4r JackNmlk.fL, MANDATORY REQUIREMENTS See individual Code sections for full details. ap13 Elrr9l Petlonnanq l]YN IEPL)4repreyessO lMandPyrYl. lel9 DNMkU dlkk sM1dl mpum nulrarr➢rp/perbm101ee level lEPL) QBDkYC%0410]mpHB10}OGNIIBDPry IAB GSICp 1000 ec[UrelPbd Ldrttlbel0m linal alglovl vl Ma sulpnq ICI r`µ'u�ll[Y_Fbrim I.w lu`ROOn 553.S0.V,FbMO&d1UNl rB0.erBB Ilg EPL IBBgeYfald b N rHuBk Y slaAlmiVn Ivassn vYs CUnbBG brOW pe0Y0 aM MplNdOfBObBUIiBI d:ip[gB.T00 FR GNpbP[d'If RslltliUi TIBITLiEn ilk[.Lnp 1MPnargy pMwnVIIEB IgIN Bn11 eTtial[ks d mmp nabs iNldbD in adr+Rlp u6 Tne W ldin9 once mall verily Mm IM1e EPL 6LPMY[amanpamf m agnm 9Y mB pilllar ezanaxryrtalssmel>tars M9BGEieENcr4w0miNe0a lXrrlarabelearngbnce lDf Na Ouitlrp.]copYd lha EPL gXfa/[w ormlCkltl In ALOdtlia C. 11102.4 A111GIliDP(WMBNIY/. TFe Witlrg lEnmlmsdcpe sTallnFcsvaan[IMbIM119r b0P0gB In 0CryrmlklwT lbe rcpliromenl6d u➢We6aW2.1 IIImu90 eat'¢<I. RIOI.0.1 BUlltlldp lM1erlrel Mvelepe. i0e higilrg BMmal envebpei0ltl EEmpry MPfiwlb6 8402.4.1.1 aIN ROCQ.0.11.TAp s[NImJ Irvin[h nvmmn mssnly Ilutenals snarl albs M CIngBUABI BxpOKIMBnd CbnLtlliOn • P102A.1.11M1BIBBUBn. Tp![OYIy'BnU NlUe balding RwnnalenvNvpa as 18tH In lapb RElIE4.1.10nYI Ceimbb]in aXIXCM'nni1M1 IM royulazlV era ineUunvns andlne cnhe'ia IWa11n Tade fOP.6.1.1,➢8 RWCBOk W Ilb TNAW vl cmzllVSm. Where IeyuilN NY Mewtle d!NY,nn apPmsetl W b paly Yldl ilaplN NlwnpvnpOB erg wM1NGmgiYee. • PBDEA.I.2 TN111D. IM gibinDry OwBlingln(+JIBM M1B ININ Yrd[lriliMmnrving an ar Makage riled lrvl NCe�aq 50r Me1YN peI ND4rin Clmela ZaIN 1 Intl 2.W 9dreAwprnperbaur n Oimab 2ews l Mlgvdn e.TBallnfl8]Y109EdWLtA]NN a Dbwer CCMY a gNure 0102 eNplBe w.g.f50 PBe[slBl.WAem mguiletl by Me wtla dldd,0➢arg sllYl tg cgtluEUk Dy N eppBs'd11KM pNy.F swMMrlazrl N IFB rpBUIY tl:Ae hBt 91BIIbe sgnetl 0y IFep.Ny mrHucling Ina N61 rIq prvlg0dq qg c02 bllicl.TNUOgBMI bB GrlUmsedal4ry 61n6 Nd croetidl M eB pnllevatiwsi 0l tln EW brig Inymal emNcq. DLm Iealing: 1.Ftltta w�ru ems,(Ilmb'A mrd[tlwEM'AIaP hn rh6W,b!I rol SBYW,L91V49 pIB i16MM vRhIFS16VEging Or OIMa InIiYJdnmwnlydmLvxWS: InIDBmpBm udnot lnp Tnp1/BI,MMF makwDdY,6411. IYpll]M BUB 0BPg0R�01 G d[!M.WI IYrI i[NM eCyMC InKnOW bM6NCn pynrd maa0r09; 0.4 MBnrypy6,II I %Y.InIDrNdM 6Y,MBBgB LY'B0: E•1P RNdBORbl Wodra0%IUW9 YBrf4NM SYY0m90110 r19Y IIWWry UPIBIByIe e01 be cYY.N arldiaalUd; 5 NBWM aM CWilg 6y61ert6,A mtB9ga10p IimeM V9N01,BIWI CB Iulrled011.and 5$rpply 9110 tBWnlBg6HR.I.rg6a060 al DB IMPOI Ip0491,BnYI DPMI/lyel\ p RIp2.12 fHpaGO Bbn ngedbulWrg liegazN eblFxvelpoAlNn911x Danpeei»]gM[arc[anbNf[M Yr. jwecte FanWratlm NMvll�aWstlC6.ikyll2'Is artldglJ pass dwR SRIp IVeB dndB IMNB11Cnry9 grpppe BbnO]Nm pure bd llp VZMES,mlaewrgrM ewm w mnm Irian p.5cnn pw wu:re b0112N kNIMTI,Wren reeled 9[CddillgM Nf'8C 40op AAIMIVDHNLSA IOtd.$.E%Allo b/Wlaw!pgllq,ilbapn}aril NbaAbry yp 161p]Yq IBCBLtl b/B'le mbNeCWrb. Faoepllm: 9ileWUA.Mwaws.YWgnre end dcgre. p RM2lB NmaatlllpMing. R¢msad lunnares in:lalb]In lFn wiblq lFamal ervMgp cM1Yl pp yaelBd lC llmil aYlNYe99 morbhwn4Ubnp0and %) manared In ar ADrame4IIASTM 5 anal)NI.57MI ]AD IrdpbC6,d�meandr bOhOgelalll'bl MUIB IAM2.0 EIm ID9M Lk] man IN1aJ In BCCCNanEB vAlb ASiN E EW 01 a 1.51 Dp1(}5 PB)pB95vR diI1NlM01..1111[CISYd km[IBr00 9AY De Be0'Pd'n}A B gBBN8IX CBUIM OBI'MBn MB AMNIq dM V9 MI!lp1M01101 Gib'gpveNa/. GanctalilnarmnaYlprorrIM MandelwY AIIBailodoImowaendllld1r1.ddkreaen:�arde r9a dwglnq sY Wm bR<W.1.90b➢IWmp wppalaallbry M➢IIWIMYpry. Igal pJmlR r.anllg BLpplOmpnary ebclnC+BSIaIBrsCp Ig016beluve ccrMlde IFat.eaUpl dUrlq dBlpBl,FeOVBnlelgpbm6n101 AWIYFP'pINM WIIBn Pg nqy DVIrq CCnpraNy Wl IryBI BR 11BBtllg bBC R4o94.48aarglWlkewyAl duds,Nlawlfen,end ire.hmee ark Duigrq[aMla lMllcml Me pima}airwlPanmml pcsapvvlals brardindLv.Bm sy61mN c1lYl0e[blfiIXrld dA15lIb p'L➢IUIr[IgmbNB. wMtrucled ark or, na¢oda�w MIn Sa'2M CIrY3 2 2201M C[MM6Ci01 PNABM901 Vr8 CW9 MICNNI G 511Arn 10 mardq duct EIYIIIVBBCiIIhO Dy pndml5lmulkrr a mgeinxnlq ENvw_ DJ::I lgnlnpbb SAyI pp YPMM ey ICitlIIgM Sn[ncn 8]]d Ma NESFfT Shn]aNs eY ai1M1[r Yl MYIpJ fLV(tlliliatl In a[mrdarLx MM$aCNCn 55ygg,FMnce saluN6.ordi auI1W lrpd Dy FbMa Slaloms M G-suk1ss0i1y Irak Irce'Dy NIM1Nd Dl➢INbMIg: I. PoZI'claabu[INn IIY:TOIBI bOkODPIMI DB NBSIANV101B110!(ira(119 LMin10q IW 99UYP4N 1929 M2]BI WII6NCIByJnM bN wnm leave s a peam deemrnW el 0.1 inDAN wq.(25 Py 4L10•A M Hue 9yaem,iMAilp Olmanlle[wnkair M1aMa e•Mowla Atl mflxlM CEm xna ha lagedar aMelwize ecNM dunnp 10e RA. 2. RIXgAinreq:Told MB0B9e Ye,an bN loan ourur.In cmn(1136.1r,11100eWam W I..Inz e,od occ.0 M,q arra near,le61N ala pnMLM diftine w do,1;6ANw] :95Pa]9[rON1AB ByHdn.r1dLOnq IABmBryIBEn/Br50baIB00Y ral^LLIm NI REidOfa YIBPgB laps Ofo9llrwiN BBYBB I}lnnq?la IR[ II Rq BII IeMIBr f 141 MNBII02 BI UIB IImB d Ma 161.MBI NMWa BIVI pB IBM P40 V tl.UY W 9 CIT IB5 Llnill Cb 11Y,19wYe IM IB 2B IR101 eCIr6UMV]UpM BrBi. EvcNnvra: 1. TM IdY INFape lNlia nq ny4eetlbr d4da ertl arlglpg64ce1pennMywpin lne Oulbilg 6Nbpp 2. D.(SlBdeq l6 nCf manl111'Jry MGIIOM¢cgnPfp lEP'$oelbn PA05 dtniswde. ].'21!201511]8AM En41fl CG ,eU$AWRN204 -Svdnn0.ud&Cr Cnn It."all FORM R4eU 2014 MANDATORY REQUIREMENTS- (Continued) pr AAMS lawwan.Nmlw- annNrs,•"nmamwRlBCMersaegndimbrm kr N.Agadmmora xaan xnerwvd lro yyyrar Hvwram'anmla:Ivh in Nisulxmwnn A3HpiE 199. /6 A'AA1.3 SAWIN Gvltles owwdewry}guWN lrming[avnuLul rql Imp"KOUCN w Il,ma. F, PBWJM@NVnIpIBYBbm plgrgaNrllNlon(WNepryl. Mede WSl—Iill[yaele 0-11 W1089hw 105Tµ1 C1 or6ebn 55i(1]Cl sANI by insulpled w am'rnmum. ll P.2.. D XIWS.1 Rel<tllenel gpi191naWWn. Piping lnzubrlvn mLmmlowallrerYwl.p@po1B[W lrOm dLnap.»cWirq @ulww9 oY LangN,md51uB.appmwi W'.06B.is aMna.wa dNl pfoVd pAlBairaa 4qq 9UIXr dawon INI[an UY[Baed@aMOn tl1AB Ta1wNl ApApdr9le[@NEI rpl LBpBHnril@0 �' MOI.IS CIRUNhng M1arwehrrysmma IWmaler9'j. OnYYrq nd wales BYa',am6 Na\N poaEN rvpr anauumm[wremly BCBKYdB manrp sNILn TaI CBn Lrm On IN M1IXWLIM b ndin uw, RN]0.1MeYbya(Manaamryl. SLiagrwamr NaIBZMBpµpM win rApalOml OapaBM IM•ilq'RN[al gponmrs YlallNn nep Ir¢1ra1a'IBa Vr OBn1nB ImBk W eltlds f•Iwnal rNl hhpB 8ndl Wuapoldaprammmmlty availYN MNI hBpara OYnnaw arN[n, tpq Erol kP51941nynat(BI nm11nM nIXwYwbelydpbnlire BM[d0 win Im k[abd as[Iwea pmsld@ bM 4.4 VAIB 1aTa R109.IA 1YObrANlw ellklm[IM(WnBalOryn VlalerNua M[ian[iva ,! Nb11ll3mrape weM MN<IM1paRWromnhola / • R@p9 M.11 WpmYk Mmrde. SBrvFo nlrerlg9lVQ BY41BnNNMIMey Wea w@n aubmmClanpwvNB Wrllmd .W.Wal1YBMISnMIAP Al XUAIl 10 OUT @nnP^aNR Rrllirgs bow inlmlBa YEB.\N niNfrYm tYnpBaaluli eellin9'@N@ @eell a Irom W gf lU 110E 190'C m60C1. MIs1 .Ghmldvwn Awpm4w[nI.1;..w Allacl6 WkWail. WI MW IJ 1.1.1 ne psBv sµplm 10 aMric aerva@ 6YllBme boa vn@J Dry.A5({r99N ve1R NIIBPbB po.Eea m pbmilart magY vppMl m 1M T.an WmBrIN M WmbR)miryBE d swruweMr ny0rq sYrodma Ic fe lamed oA. RM3 U9 waIm MIWI[g @QYIPnMrL Wmvlmlirq epspned m[L[.ln rtxrmnllal Un1165N1 mBa11naminimWr MlifMa@S al TaIM GxBPrn CAaga Gal tln Flwda BviYNg GGa,ErvgY Gnsvrv%m.GxnmwcsY RWipp6.Iw IN 1Yp@ol ryup[dntimNlM Eprpnwluu]IopwvHe Iwlaq IurfusazpN al a aanGnaem s9smm:NY:Mxh all s1aM rWulremwM Iw T@ apdopfi W aYar Malxg[artg y. Som wsw maters na%mv1 os[riles 6ttlbn Nvoa<,0.x.1. paol@.a it 6plerw,wr M1e,lmp Byemma Fdarryalam5 mrmmBp'blpl wales PE0.fem arB lal@a ay Jl aln+J rdu exgy laElw o11Niy51pn.masd@r Bnw9y raOw d e syblwn BM1all O@ WIBMIInBOtpT aq Fbri]fl5obr Cnegy Gnle o+v[by d cBnem sdm u,E1vn5.SMPrmlwm xNuhB Inxd m aawaanwwm Iso Blwaro Bs�,resl M1MA[dv les soar GI[aor:, Bra$HCC 9lanyrn 1M1,Spw LbnBm HR LYYY SyplBr'r @nECmgJr9rl T@al RdyAl,Cple[IT in ImLJM mlv'aaEer Ma4np sY@IBRS U9Ua nwI0g101Mi'q EAlna'. 1. pa aaaed.dmalN.regaemrwm ladrotta ma aoa@p,ae5glmrwnaemPl;aro P Sa nnaitl al wr arier@alpn Vndrn ai vagvei dlaw xvcT. f M08.5MNMnWIYwlddtlen lWrWdm11. Tf94uiarq S�lN ponlVnilA.tMrmAh Nal meelx tlw npuimnmis MIN �1 Fb'ii,guidiq Cwb.P<saavludorfbM1Oa BtINrqCUEe.MecAan'EaI,mN4lcaVe.orwilM1 h.Irw elywed mnmzMwnllulnn OYIbY}ir.MMaflM BJNX6 NRI I.9.9auWnBlk al9retilY daInIBNMI tl06a wAan aL<vemlxdm syYan ix rwl[p mn]. NWS.tnNhMWBrn@UnkY wdllMlonay@Ipn r,n@IaaBCy MB[NSd vmtiaBen sy[wrn knslml mvd lFa ellisbcy rtryiremwrb Ul Tede M095.t, eamglm:wMremNmncal5m4blm lmamrNaaM m IezIN aN liswd HVfG ryrPmnn,nnv[M1YI ev p vam q'wr Mn mhm mYlama mdw. pmAsx v.n9bnm ar. pwwar lNNrpa.myrrmmea[pammeaPn=nvermnrprxawarwmwnaal wnnNlm mwl mmr Inaalwrq mlvrm'. 1 TN bwwraeclvge Pw NJrma.mems ro'r@wanikl Nla.gpn ASHp.Ew.vmllMbn les hRpled@Irrmar A:aN1r. aNl Dame rvarnJm.@1a dla..ealEr.asa@roY epyarenwM z H@YarlaNlimweirromlbnm cydmn mYwar anYl Ae Pwamwccmnwrea ppu»lam ma9.newlwa@»,v11a[Nlcb„d pBrpBSa.oulMr apa%B i1py'O IotwmmlwJ pAkoriVB6. ] Il revliyNp Yrip b@xn lnm acdvae0 ipa(if(BL[npn Na xy4 dYw apRla)Iryn wnCr yrdbawn eAlN 1A'nauMled loo mnmum or p-1 t am nre 49nrg 51ra1[i Mr/BttO Ioa minlmPn w R19.[pNe pam!IBq.d R-10 oVgM1[M. IION.6/Mnlnp artl mellrb epulpmenl(Wltlalw'f. Tin ldbBiq atteaaaremmdeluy 1pmdiq mtl Mlinq quipmvnL fa pp4il EgrBpnwrtffily. H¢xsq arw ,AMoTuPwan[nalleealm]rn wcaNmvv Mln M:Ca manuY SAeaeO onlna pUlwnw+l l+arK[aleu6lrw v I--,AfFA IfarnlJarolAv alprwm nwnrg aNwdn9[tlmIBAM m@1npWbgNa. 9BEY m eUNrg ktlz lu IMdrttlrvrul uanlanvnd IAe drlorBJ.Thv mmufxAnuar]n[qW rYnW M INOLphw am eamr mna AI epn eYswmjsYanhe WAwNd ebrg wn mB swwdB anc m'raI mdm9 wpaEaw a1 ma m9Bm mrbecm 1@egiME n9M'onfltlq.T an ceNaaea MalpvaBsgnBr ankh ry.4wa pro'AabnE lP Mum BzpBMiM M01f@r NG1ws ndcA ar'µT apip•Ynl iprq Syppn 4zrq ULLaoP56M1L rU uyWB baG[aBYN]b/KKY InlBmglBdm WrBnk@I Ven01@Owl saa N almaNd Mbrm ana Nlmogm @.wn 6YNBma. MO]61.1 Gallnpamlgr9em[npadry. Codiy My epiprrer@sn@IlN aelecud se tlRliu mlal[a�hls miles:Aran Ow eY[ulalm nld wva,hal rot mwv tlns 1.15 bees gvam INn IFe I[EY Iml[d:abledaraaNry Iv IlrvPmmum:vlttmi rn SBGmaOas.a INeeSea availmly zmPwale06rme rtunufadLrv':wvaucl rna:.TM cvr.aspaNirq NwNuspa[iry d mu eougrnwn ENg m1 w me man dp cd:awbh klamma]. 121=511'SAN Enerpa(1aW@DUSA-FlWeYfg1B 5BClm Ra05.al fam Ploa2m, FORM R405-2014 MANDATORY REQUIREMENTS- (Continued) R103.A.1.1 CpANn9 agppMnt C In.im"aNal) The pAaIVI a.1"for MlIm Icutcapmclyrea normew.Ming MM Oalve end DnBllrml N JDBd 1p 9Wpnmt Glzrq.M1bulalwPa BrpeMMpen0lmamedaN shaabo Y:a,IC seed 00dMA9ay eglpmanl.This Bgwon Bhell De used b seDm coolrgmycqupmM.TM1s seDGpm Mmll by AERO MIhB 0.1"I desi a dry tub Iwnpwama tOr1M1P one caa:+Nlnn(mwnvnrgvalelempvmlure la WNFwJACGaWp M),Vn MOrM'[fm craVCva IY(theprpargBS pBrtOnvlBpGede4L Irodesg+Jade Ip Dlalnng xq Aslb Wnpwelwe end Ipe0ugn vdluB net laBfrg dybul0 Rmperaesm. Pesgnrauesbi Mlenf®MI AIDanP dry Wlbmmperawe sA'1 bn 1ar my nMnary bl0 en0 reyve humEry a:ad bl Mutual [BblDlar 8a,alHl to rdlpnea br rclsm sbe p M II p1v Mumdu[l(il Is Inslalha In an urlmdAenM apaze. fxcefnerx-. 1. ANIAND sinale, Mmula lmrely muNnAaIwulpmmlziarg ma,00 Weet"E0 VO1 iee[I.oingeOxemey is less lNn ms [d[uIVIM blew smsDD ban M nd Ids:pun e0parcenl Ctnel Da'J. 2. wb.n WgDW Bfaa WCy OFbnOe-ggBlwed aneineer,inenazhel srgb.ani natally JDe.the magi,ul e0upmem may bB seta in e0xalMrrcemilh geed r)spn txxxo. 9r 1aaa361s lDagng•aldpmam npadn - gpOtLa.l.zl Meat pampa. Meal plmp alLnglDBB pB eaeMpn OlB BodinA rewremvnl:a LvlaladaWOMnp t09K4M q W3b.t.f aa,IN neM plmp dIM Mdin0.eMdD BIaI Mt Ee rwm Ilan 1.1 S line 9rcaar Inas 1M es4gnc0din01Md. R/01A.1.22!Acta[saaladrsrc lummose. FlwV4 asounce Nmaroe sndl be ciMd eTn s EW d No orlgn repaseens eawaW]a0"ON 10 the tomeo a BBIBOIed In 3emnn Rimme.1. NWfA.1.21 EasAl NM heTlnp e0ulpnanl. Theeapacily of bsd Nal ease,oNJVM%w1h emi l dMl abn.,hen.hmas net and be less pm the&went Wit calculated in axndace win SIO on Rep36 t, RIO1A.1.5 Eape peaegy leaulMdfOf etaelYemelene. Raadincm rmadnng enoesiODlrgw Malingeadpmem cam'ryman T]Tlbnl LaAB.BYGIi aanlbieMd aztlndvl Icais UuseO Dy majal angndmm�e wanlF,SNI Barg prQmBnl si[etl O!wmWtd le pmrml mnlumwa eFsb ovlry or nealiire vlin Thal i(avx nyaroar mmv d Ind Nkvnzvl[pMe: I. Asepamty oZvllyol nvahngJ/slvm eull�NplpMpcpplrgar nePnrg lO marn9pl enlMamlem vee 2. Arv�HCBpBChYSy61Nn 40e01010p1imum pMCM4YEJr.rIg LOa bM pariezDm ullizaJ. O W3.79yMema areing MURIPW Owlling WINPlNDANWI9. SYBIems MDAQ Mullpb Jv.Uliry unda mall mrgoly sin Secltum G03 and clga al db Cwnrneraal p,,.,,s s is lieu d Satan 1 a 1 D MASA Swx meth MewIn coal ElbridDROO, Srua ea,ewmdnrg spatemp,M,palled IIINUFl NeIft BeniM 1p All b+fdrg,zlW1 Ird.101 aanmap[Mla0a e.,lamads .mngdl no Etch-MAW A. A"myn DoNeW.Lao ie B %T.end.Grazyalanmislallzre AN an eavmeic w manual cannot N21 all alisor sh safl veal net aWMar lempamua a aneve bs m gM39 leAlminMg pooh,Ingmund We and portal apes(Mumblory}. Ila DemY rapulremeMB Ip mBMMd pools am a,,Da"sys Mail lu as osecrlal a gttlbns Pal IMaugh RCLCi9 3 and In acewlViso Irlln PNSI:AP9P-I5.Tne&ADW mp+mmemz ler p rola spas:hata,et aoomdanm MT ANGUAW I. p gae3SL1 peel end sale MRYa. All p]d haYMa041 N a,il,e WIn 9 needl,MCMsihle O}MBnibh that S mfunlzd OJI9Od Ih0MIA1000 dbaaNAvq CRPIB hoeH1gin0uta(WeVel(,elft" vel eaM]. 111411131.1.1 Gm and allMred pool and Nes hem am- All gas-aM al-M1 ppd ad sal hpMem"l Mye a mnmum • lnelmM emWmYd 82perwa bl nvabab nyDlaFNmponv WWApn115,2g13'aMnlnOBd in Kewanee w.tn ANSlzzt.sa awl nepoem AIW Ay nanra gas wlF'gas roan nut rwMomnnuarry IAadng 0101 fglD. F101,ILL2 Hem puny peel hssmal Neel Gunk poet hears slaw haw A minnum Cap 0a.0 sial named..e W.Doa anlh M4111 t Met.Tater 2SMere RsliM Cwe Ili Air Tmrpecwe.A Nee,stand Imm an iaMpareant labvmlCryg mplaedb Mnly pbbduMbOmpaiaM9.GrbllmMa enilw kei peal 116M DOME am nM nequira,tomeat Ins smndam M61g.2MVMm1wbl Tme rMMes yr alhv[aNralmC.vov Tal ran aulwnaticahlum ad ane an Naha wl pJmpa aOZMrq loo sdaeule:nM In:label mal healers ad pulpa Naamz,Amps aM R9Iws 1hE hwv W p n Ilmai xNva aeme0ln ..'IFliIna,auymml. acpplen. wnnm ends Dann stadads,vasa 26 lar Fump gvralms. 2 YmusW 'Velmsusadws,AAMlesdas alasoftrvrtcamypodroalillgTarr D. 3 Wnere pUrrpa aroper.>aA a2lusrply lrwn m.ipa ren¢waNagweuton. O 1110191IbmM. IleaAd sMmm:y peva 0.M stented pamanenpV cISIMDd apBb abI M etupped ndlh arapw meaMan[mwrm w al Ih[walCl vrrawar afpid cert,pradn Resnl4 pOngn bfMXa Ileal bei Eaaepllon: 0.Maw pod:derninp ors.}A pememal tld essay b Melnre hwn sM.e[w,ereaanmgy,span as a nae Gnmp w ' seTrDro9y wu�mmpaaa o+vr anapouing wasory N .1 Ugheing ereulpKnt AandaMry). Aminorum at} peal d the lemq to pPrlmeneMYiMINIed IiAMip Fndufm sled be hglM1cai[ag lamps.,A iDhum 0I Mpercentd anesud,aM.I JI/Jnig Betures"I sola',ono high effisecY 0mps. Excspdm: Lvwwaege 1011llnp elWlnw be rc0uirM 1p ul@e ingPdheecy tempi J6 R4OLLl Ugal pulpmml(MINNAMeY). Foal gas bjrlirr3 cystous aDapMl Daq sententiously Knee,Vital 19M, g1p3,2fPdaamKKpILY. AA Ouve nvenlndy n9a 1pBdNdng Tennd emaape andl CglMLaMBdb emnmr/nv R-e +C Deap5.211gfbrmsrcp ONLY. CMlrgislW N.e somas ev+YlandRl9.Wnwa:ingle 0.n¢emtry al lne wpmedOM arM lees nppw CCMMIG Q°d,lava N IWI h3ae o0tas'1 Deal A10"IcaMy. 7.21-201511 !BAN EMgYGaugrK USA Fbgamla Smdm NIOSA.ICcm pngo5d3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 33510th ST Buid.,Name: Mary Heating 8 Air Inc Street: 33510TH STREET Pennd Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number: Owner: 33510TH STREET Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A contnuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-pemleable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop dawn stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Room (including above-garage Insulation shall be installed to maintain permanent contact with underside ! and cantilevered Boors) of subficor 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 urxwnditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily confomis to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical1phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have Basketed doors 32120173:18 PM EnergyGaugeO USA-FlaRes2014 Section R4054.1 Compliant Software Page l of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Repoli Prescriptive and Performance Method Project Name: 33510th ST Builder Name: Marin Heafing&Air Inc Sheet: 33510TH STREET Permit Office: DWAL CNTY City,State,Zip: ATLANTIC BEACH,FL 32233 Permit Number Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:. 3310 sq ft. Cond.volume: 29790 cuff. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: -. — CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: EgLA ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through B.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 path conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations ofthe building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and at.doors shall be dosed,but not sealed,beyond Me intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be dosed,but not sealed beyond intended infiltration control measures; 3.Interior doors,f installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems, ff installed at Me time of the test,shall be turned off,and 6.Supply and return registers,g installed at the time of aro test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, DF4NE ST4p, performance results demonstrate compliance testing shall be conducted by an 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 e C conducting the test and provided to e SIGNATURE: the code official. ,TCDD WE'�J� PRINTED NAME: BUILDING OFFICIAL: DATE: — - -- DATE: 3121/201]3:16 PM EnergyGauge®USA-FlaRes2014 -Section R4054.1 Compliant Software Page l oft i Building Analysis Job: 33510THSTREET u wrightsoft g y Date: MAY 3,2018 Entire House 9y: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 Mill Creek Rd,JxFat Alk,FL 32211 PMxe:901]4333FL F. 9M-7Y 27 Liver.CACIR15711 Project Information For. 335 10TH STREET, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH,FL 32233 Phone: 904-268-2845 Design Conditions Indoor: Heating Cooling Jacksonville Intl AP,FL, US Indoor temperature('F) 70 75 Elevation: 33 It Design TD(°F) 38 18 Latitude: 30`N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grub) 11.0 51.2 Drybulb(IF) 33 93 Infiltration: Dailymnge(°F) - 18 ( M ) Method Simplified Wetbulb(°F) 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Bh1hf0] Btuh %of bad Walls 2.7 7474 17.7 Glazing 12.0 7278 17.3 Vale Dr1S Doors 14.6 924 2.2 Ceilings 1.3 2639 6.3 Floors 4.1 8426 20.0 ( �_ Infiltration 1.9 5728 13.6 Ducts 9718 23.0 Yfllb'a4m Piping 0 0 0* Humidification 0 0 �ltF RpQS Ventilation 0 0 Adjustments 0 Total 421881 100.0 Component White Btuh %of bad Walls 1.4 4008 8.8 Glazing 21.5 13056 28.7 Wits Doors 11.8 744 1.6 Acl chis Ceilings 0.9 1949 4.3 Floors 0.1 132 0.3 G�rg Infiltration 0.5 1448 3.2 Duds 13431 29.5 Ventilation 0 0 Internal gains 10800 23.7 Blower 0 0hi�, Gc]s Adjustments 0 Total 45569 100.0 Latent Cooling Load= 12169 Btuh Overall U-value=0.105 BtuhM;"F Data entries checked. + wrightsoft RyMSUMMunneenl Al]17021Ra111]B!9 Z01]#1a-211 P1pei ..RSVMIHIEU aUII➢ERS1135101M S1TlM151g115T rvp GkaMJB FNM nWIIe®c: S !}F wlrlphtsoR. Right-J® Worksheet Job: 33510TH STREET Entire House Date: MAY 3,2016 By MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM MMiIIC Ra.JecksaMlle.832211 PBaw:901-]A43350 Fn:907QIQ7 Uww,:CAC1815711 1 Reece renes EMln Haase 11P 2 EjweB wall 342.0 8 210.0 8 3 Room h.W 90 a so 0 4 Rown OYnenaims 5 Rawnaw 3310o ft- 2w10 n• Tr (�Mw• F a I n ( vr9rfema (u) I (Beat ar (ft) I (mn) Had Cad Cross wa; Hd cod Ors 184/5 Heal Cad 6 12Etrw 0068 n 2.55 1L3 684 L80 1234 685 351 283 mi LOS 101an 0320 n1 2.x0 10.51 14 0 162 IQ 0 0 0 0 L 2aM 0.320 n 1200 10.51 64 0 769 613 a 0 0 0 M nv 0.320n tzao 1a.s1 19 0 22] 199 19 o aP 1. 11 <RS2w 0.an n 11W 10.51 50 0 596 520 50 0 59L 520 4PSTw If an n 1200 10.51 54 0 BIB 516 0 0 0 0 12E-0aw 0.068 a 255 143 an 710 1610 1018 591 510 1350 ]60 LASzw 0.320 a izw 3013 14 0 162 LO] 14 o 162 107 1AS2w 0.320 a 1200 3013 16 0 210 512 18 0 216 542 MS2w 0.3211 a 1200 3013 33 0 316 891 33 0 398 990 VuS2w Dan a 1200 3013 36 0 Alt 1085 0 0 0 0 1100 0.39014.82 1178 18 18 281 210 0 0 0 0 12E-OSw 0068 s 255 1.53 s1 621 1074 fia 351 216 ]80 421 M5-2w anl) II.00 10.51 15 15 174 152 15 15 174 153 r. IAs2w 0320 13.00 10.51 39 % 482 405 39 39 482 116 MS2w O.= 12.00 1051 B 6 ]2 83 0 0 0 0 4 2w 0.320 12A0 1051 35 36 L32 3]0 0 a 0 0 1100 0.390 14.82 11.78 21 24 351 283 0 0 0 0 1'1E-Oiw a.068 2.55 1.43 1026 815 M78 11 591 459 1172 859 4A✓2w 0.320 12.00 311.13 18 0 192 M2 1 6 0 192 482 IAS2w 0.3A 1zN 30.13 11 0 135 338 11 0 135 339 4Aizw a.= 1200 30.13 12 0 1" 361 12 0 10 %2 Mrzw 0.= w 1200 3013 41 0 488 1220 0 0 0 0 IAS2w 0.920 w 12.w 30.13 13 0 154 387 13 0 156 3B] M1S2w am 1200 30.13 83 0 990 24K 83 0 990 2486 OAS2w 0.320 w 1200 3(1.13 36 a 432 1085 0 0 0 0 q 12C�w 0081 - 3.01 IN 396 375 12]9 522 0 0 0 0 `D 11 D0 0m 14.12 11.]6 21 21 312 251 a 0 0 0 C 18%19-13a8 0070 - 1.27 094 211]6 M76 2639 ISIS 2001 2041 2585 1916 F 19G19ssa0 0019 - a." am 439 439 200 132 439 439 2B0 In F 22Acpn 1.180 4135 0.00 352 52 2306 0 352 62 2008 0 F 22A-tqn 1.180 - 44.25 am 1289 132 SWt o 0 0 0 0 B c)AED mwnlon 568 53] Fnvdolw aad0eN 26]12 19890 1 lawill 12112 12 e) 1- 5]21, IW 351] 689 B) Rooms Iain 0 0 01 0 13 .Menial Oeim: Ccwpans® 230 5 TIN 5 i1W ADW1mredMa SBW &50 6u51dda.6u,13) 324]0 32138 IBSAS 22801 ywayaan 0 0 0 0 Lessua�dar 0 0 0 0 Radaaipulion 0 0 0 0 14 SUMdal 3201) 32138 16515 231101 15 0.bW5 30% 12% 9]16 13431 40% 41% 0060 9197 PltmquYan(Nn) I I I ', .I .-I I I 2% 31MI }� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11,1-sonde UniwcSal201]1].a.21RSU1]869 2017-Mr-21141e51 .IGO. ...RSW1HIFUBW DERSVJ36I0TH6Tl35IDNST.nip Cak=MJB Fmn Ocarfees: 6 Pawl wrightsoft Right-J® Worksheet JOb: 33510TH STREET Entire House Date: MAY 3,2016 BY: MARCO HEATING AND AIR Marco Heating &Air Inc ft CUSTOM 720 W Crte.Rd,JeckSonviM.FL32211 pM fXW7 450 F. 900.]43442] Lk . CAC1915211 1 mnam Rna UONM 2 EWueas mop 132.0 6 3 Ramon MW 90 M1 a Ramon s.�w�ams 5 Ramon arta 1269.0 n' TYWid U-v onaauc6an Y I b HfM Nm Ot') L0tl Nae �1 I c�un164T �(BtuNtK'F II (91dN1� (0I I (8690) ar pnlnlY Han cod 60»4 mows Hw cod r r NRrs H.t coal 0 lm0.069 n 2.55 1.43 333 202 514 209 10c2an 0.32 n 12.00 1051 14 0 162 142 M 2aM 032 n 1200 10.51 64 0 ]69 6A 4AS2w 0.32 n 1200 10.51 0 0 0 0 11 4AS2w 0.32 n1200 1051 0 0 0 0 ll�2w 0.320 n 1200 10.51 51 0 640 w 12EA 0060 B 255 1.43 234 160 458 269 4AS3ov 0320 8 1260 2.13 0 0 0 0 4AS2w 032 12.60 30 3 0 0 0 0 M 2w 032 12.[0 30.19 0 0 0 0 4ASZw 032 12.00 30.13 36 0 432 1085 1100 0369 14.82 H.IB 18 10 21 310 12EOax 0060 s 2Ad 143 In 123 314 176 M5.2w 0.32 a 1200 10.51 0 0 0 0 4AS2w 0.32 a 1200 10.51 0 a 0 0 4AS2w 032 3 12m 10.51 6 6 ]2 83 4AS2w 0.32 a 110D 10.51 96 36 432 376 110) 0.300 s 14.82 11.76 24 24 351 203 lm0086 2.55 tp 432 356 907 510 4ASzw oat 1210 3013 0 0 0 0 4AS2w 0.32 1200 2.13 0 0 0 0 4AS2w 032 12.00 2.13 0 0 0 0 MS2w 032 1200 30.13 41 0 469 Im 4AS2w 0.32 12.00 30.13 0 0 0 0 4AS2av 032 12.00 2.13 0 0 0 0 MS2w 0.32 w 12M 2.13 36 0 432 1005 R 12C-0w 0.091 - 3.41 1% m 375 12A 522 L--D 11D0 0369 n 14.62 11.A 21 21 312 251 C ISXI9l3a1 0070 127 094 35 35 44 33 F 18G190 0.019 064 02 0 0 0 a F 22AtOm 1.180 - 44.25 ama o 0 0 F 22AIpm 1.180 4435 0.00 .4132 5641 0 8 c)PfDamaon 32 Frsakpa I.:n 13]U ]]26 12 e) I� 2211 559 0) R ftehWEwa 0 .1 1 13 Imemd 9eFs: OcaDenla® 22 00 AppllnadMer 120 SutMtal l8�w 610 13) 15PN 859] Leas elnemY bW 0 0 Less Vandtt 0 0 RMiaeiWkn 0 0 14 SuMNeI 15924 853] 15 OW IaeOs 19% H% 30N 42.69 AF�rtaueM(clm) I I I 1 883 13 71 6001 600I Calculations appioved by ACCA to meet all requirements of Manual J 8th Ed, J• wNgr4boR. 21]1Y-21 u:te2 �T R19MBu - tleD Univyvel200 l] .21 R9U1]009 ppe2 _R3NWTHIEUBNLCERSW510TH3TV13510NST.wp Gk=" Fm DO laces: 5 wrightsoft Project Summa Job: 33510THSTREET J Summary Date: MAY 3,2016 Entire House By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM 7M MITI Creek Rd,Jacksonville,FL 32211 Phone:95)-743335) Fac 900.7434427 License:CAC1815711 Proect Information For 335 10TH STREET, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH,FL 32233 Phone: 904288-2845 Notes: ORIENTATION-S-FRONT DOOR 1.5 TON 5KW 8 3.5 TON 8KW Design Information Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 'F Outside db 93 'F Inside db 70 'F Inside db 75 'F Design TD 38 'F Design TO 18 'F Daily range M Relative humidity 50 % Moisture difference 51 gr8b Heating Summary Sensible Cooling Equipment Load Sizing Structure 32470 Btuh Structure 32138 Stun Ducts 9718 Btuh Ducts 13431 Btuh Central vent(0 cfm) 0 Btuh Central vent D cfrn) 0 Btuh Humidification 0 BUM Blower 0 Btuh Piping 0 Btuh Equipment load 42188 Btuh Use manufacturers data y Rate/swing mukiplier 1.110 Infiltration EOE 4 tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9038 Btuh Ducts 3132 Btuh Central vent(0 ohm) 0 Stuh Headrg cooling Area(fly 331Q 3310 Equipment latent loaD. 42�tuh Wlume(fl') 29790 29790 Air changesihour 0.28 0.15 E ui me tuh Equiv.AVF(cfm) 139 74 Req.total Capacity at 0.70 SHR S4 ton Heating Equipment Summary Cooling Equipment Summary Make Na Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref We Efficiency Na Efficiency n/a Heating Input Sensible cooling 0 Bluth Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 chrl Actual air flow 0 cfm Air flow factor 0 chn/Btuh Air flow factor 0 cfmlBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .4. t ..•� 20t]#Ir3114:1a20 W •. RyM-S.Re•UnNxeY201]9.0.21 RSU1R6B Pyp1 ..RSMMTHIEU BUILDER54L510rH 5T13510M STJup Calc-MA FVII Oovfem¢: S eJob: 33510THSTREET +I+ Project Summa wrightsoft DOWN Summary Date: MAY3,2016 By: MARCO HEATING AND AIR Marco Heating S Air Inc Plan: CUSTOM TAMWcmkRQJ�,FL=11PMre:9 70.13350 Fm:8 743 27 Lren CAC1815711 For: 335 10TH STREET, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH,FL 32233 Phone:904268-2845 Notes: ORIENTATION-S-FRONT DOOR 1.5 TON 5KW 8 3.5 TON 8KW Design Information Me Jacksonville IMI AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 'F Inside db 70 °F Inside db 75 °F Design TO 38 'F Design TO, 18 'F Daily range M Relative humidity 50 % Moisture difference 51 greb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15924 Btuh Structure 9537 Btuh Ducts 3038 Btuh Ducts 4234 Btuh Central vent 0 cirri) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18963 Btuh Use manufacturer's data y Rate/swing mufiWier 1.00 Infiltration Equipment sensible loatl Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2799 Btuh Ducts 1002 Btuh Central vent(0 cfm) 0 Btuh Heat!ng Cooling (none) Area(ftp 1269 1269 Equipment latent load �tuh Molume (1t) 11421 11421 Air changes/hour 0.28 0.15 Equipment total load -4ZZ'VBluh Equiv.AVF(cirri) 64 29 Req.totacapacity 90.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Cartier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC518AO0300 Cond 25HBC518AD0300 AHRI ref 9154643 Coil FB4CNP025L AHRI ref 9154643 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 12600 Btuh Heating output 17700 Bluh @47°F Latent cooling 5400 Btuh Temperature rise 27 °F Total cooling 18000 Btuh Actual air flow 600 cirri Actual air flow 600 chn Air flow factor 0.032 dm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=35'F Backup: Input=6 kW, Output= 18818 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a117N -P WSW wrightsoft RIPIX-Sufi eunHerseIM11717n.31 RSU178q Z2 ,,,RSV THIEU BUILDERSL 10m STsMI MST.rvP CYc=1A15 Frt pPVl S Job: 33510TH STREET wri htsoft Project Summary Date: MAY 3,2016 r 9 UP By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM Phial,72D Mill Phial, illq Rd Jaxdkix FL 32211 PM1one:904-0d33050 Fax 9]47434427 L—Iii.CAC1B1A11 La For. 33510TH STREET,MATHIEU BUILDERS 33510TH STREET,ATLANTIC BEACH, FL 32233 Phone: 904268-2845 Notes: ORIENTATION-S-FRONT DOOR 1.5 TON 5KW&3.5 TON 8KW DeSign Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 "F Outside db 93 °F Inside db 70 "F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 grfib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16545 Btuh Structure 22601 Btuh Ducts Btuh DuctsStub Central vent(0 ofm) 9G80 Btuh Central vent(0 cfm) 9190 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23225 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load of Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 6239 Btuh Ducts 2130 BWh Central vent(0 chin) 0 Btuh Heating Cooling (none) . -7` (yea(ftp 2041 2041 Equipment latent load r_ Btuh Molume (8f 18369 18369 Air changes/hour 0.28 0.15 E ai menttotal load ]S7i Wh Equiv.AVF (cfm) 85 46 Req. capaci at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC542AD0300 Cond 25HBC542AOD300 AHRI ref 9155360 Coil FX40NF043L AHRI re( 9155360 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Healing input Sensible cooling 29050 Btuh Heating output 42000 BWh@47°F Latent cooling 12450 Btuh Temperature rise 28 °F Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 that Air flow factor 0.060 dindi Air fiow factor 0.044 cfm43tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=17°F Backup: Input=6 kW, Output=21527 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w ��' 2017M -2114IS" •'f•• RgM-SuBeW uniidi M1717.0,21 RBUI7 Pai ...RSWF-IEU BUILUERS33510711 SR'136 IM Sr,MP Cak-MM FIM LS I®b: S Manual S Compliance Report MY3 Dob: A ,HSTREET +I+ wrightsoft P P Date: MA DOWN By: MARCO HEATING ATING AND AIR Plan: CUSTOM Marco Heating & Air Inc 720 MITI Creek Rd,Jp: wilk,FL3Ull PM1me:9M-743Mffl Fu:901743X27 Lmnse:cAC1als7ll For: 335 10TH STREET, MATHIEU BUILDERS 33510TH STREET,ATLANTIC BEACH, FL 32233 Phone: 904-268-2845 Cooling Design Conditions Outdoor design DB: 92.7°F Sensible gain: 13771 Btuh Entering wil DB: 78.TF Outdoor design WB: 77.1°F Latent gain: 3800 Btuh Enteringwil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 17571 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: 25HBC518A003001FB4CNP025L Actual airflow: 600 cfm Sensible capacity: 12460 Btuh 90%of load Latent capacity: 5340 Stuh 141%of lcall Total Capacity: 17800 Stull 101%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 18963 Btuh Entering wil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25HBC518AD0300•FB4CNP025L Actual airflow: 600 cfm Output capacity: 17700 Btuh 93%of load Capacity balance: 35 'F Supplemental heal required: 1263 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer Model: Actual airflow: 600 Cfm Output capacity: 5.5 kW 99%of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. 2017J.1r-2114:19:20 &+ Wr1ip,.r.5't90ft' R9M-blaee Unnm••1201717.021 RSU17939 Papt ._RSVM QOJBUILDERS133510THSTP3510NST,NP C&c'MJa Fina Dorieae: s Manual S Compliance Report Jab: 10TH STREET +I+ wrightsoft P P Date: MAY MAY 3, UP By: MARCO HEATING AND AIR Plan: CUSTOM Marco Heating & Air Inc 720 MIII Creek Rd,Jeok vdl."'nil P— 9047033359 F. DtI4-7 1M27 Liu:CAC1815711 For: 335 10TH STREET, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH,FL 32233 Phone:904268-2845 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 31798 Btuh Entering coil DB: 77.9'F Outdoor design WB: 77.1"F Latent gain: 8369 Btuh Entering coil NIB: 64.0'F Indoor design DB: 75.0°F Total gain: 40167 Bibb Indoor RH: 50% Estimated airflow: 1383 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC542A00300+FX4DNF043L Actual airflow: 1383 cfm Sensible capacity: 29050 Stuh 91%of load Latent capacity: 12450 Btuh 149%of load Total Capacity: 41500 Btuh 103%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5'F Heat loss: 23225 Bum Entering coil DB: 68.5'F Indoor design De: 70VF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: 25HBC542A00300+FX4DNF043L Actual airflow: 1383 cfm Output capacity: 42000 Btuh 181%of load Capacity balance: 17 "F Supplemental heat required: 0 Stuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model Actual airflow: 1383 Clint Output capacity: 6.3 kW 93%of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2017M -2114:1040 �y + wrightSOft' Ri,ht-S. 00Univace12017no21RSU178e) Pepe2 7r�l+rk ...RSWTHIEUVJILDERS33510MST13510NSTMP Calc=" Fmd Dorcfrea: S MATHIEU BUILDERS PLAN: CUSTOM ADDRESS: _335 TENTH ST_ CARRIER 1.5 TON HEAT PUMP SYSTEM SEER: _15_ HSPF: _8.5 _ CARRIER 3.5 TON HEAT PUMP SYSTEM SEER: _15_ HSPF: _8.5 _ DESIGN COOL BTUH: _60000_ AVAILABLE STATIC PRESSURE: _11 TOTAL CFM: 2100 TOTAL EFFECTIVE LENGTH: _349_ PERFORMANCE METHOD: DUCT MATERIAL: R8 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL MUD 35 CFM 4" 12' VINYL FLEX DINING 165 CFM 7" 15' VINYL FLEX GREAT ROOM (2) 165 CFM (2) 7" 40' VINYL FLEX BUTLER PANTRY 35 CFM 4" 15' VINYL FLEX KITCHEN 165 CFM 7" 18' VINYL FLEX POWDER 35 CFM 4" 19' VINYL FLEX LAUNDRY 35 CFM 4" 18' VINYL FLEX PANTRY 35 CFM 4" 12' VINYL FLEX GATHERING ROOM 165 CFM 7" 10' VINYL FLEX BR 4 165 CFM 7" 15' VINYL FLEX BR4 WIC 35 CFM 4" 15' VINYL FLEX BR3 165 CFM 7" 20' VINYL FLEX BATH 2 (2) 35 CFM (2) 4" 30' VINYL FLEX BR2 165 CFM 7" 18' VINYL FLEX MBR (2) 165 CFM (2)7" 44' VINYL FLEX MBA 100 CFM 6" 15' VINYL FLEX MBR WIC 35 CFM 4" 12' VINYL FLEX MBA TOILET 35 CFM 4" 21' VINYL FLEX TOTALS 2100 CFM 349 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNITTO 1sT DISTR BOX 21054 14" VINYL FLEX 1 — —--M F 7� _ F as F at E ' � e 6 J r ' _ - --- - a - -------------- --- -- -------- — TENTH STREET I 1p I I � f /~ I I I I I yI � p ❑ I 4' ------ ---- ❑ Lumber design values are in accordance with ANSIlfPI 1 section 6.3 These truss designs rely on lumber values established by others. mu ek" [ RE: 980282 - MITNr USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mathieu Builders Project Name: 980282 Model: Custom Residence'FL 33610.4115 Lot(Block: . Subdivision: . Address: 335 10th Street City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there Is one,for the building. Name: Unknown at time of Seal License#: Unknown at time of Seal Address: Unknown at time of Seal City: Unknown at time of Seal State: Florida General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141rP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 71 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss Name FlDate No. Seal# Truss Name Date _ _ T10718550 F01 3/24/17 �18 710718567 F18 324/17 L2 710718551 F02 3/24/17 119 J10718568 F19 _ 3/24/17 T1071855F03 3/24/17 120 1T07185F2 4 7107185533 F04 3/24/17 21 7I071857070 F21 3/24/17 5 710718554 F05 3/24/17 22 1 770718571 -F22 324117 _6 T10718555. F06 _3/24/17 23 T10718572_ F23 324/17 7_ T1 0718556 F07 _ 324/17 24 710718573 F24 324/17 I 8 1 T10718557 F08 324/17 25 710718574 F25 324/17 9 1 T10718558 F09 - 3/24/17 28 IT10718575 F26 324/17 10 77071869 F10 324/17 27 T1071857 1F27 324/17 11 77071860 F11 13124117 28 7107185 F28 324117 112 IT1071861 .F12 _ 324117 29 71071857 F28A 3/24/17 JI 113 IT1071863 F13 324/17 30 Tl4/17 07185 324/17 115 T10718564 F15 114 116 7 IT10718 65 F16_ F3O 3/24/17 13/24/17 132 IT10718583IF34 1324/134 1 7 �• The truss drawing(s)referenced above have been prepared by UINrVt4r,� MiTek USA,Inc. under my direct supervision based on the parameters 0 ......... provided by Builders FirstSource-Jacksonville. Sic'•.. 1' Truss Design Engineer's Name: Velez,Joaquin o 68182 My license renewal date for the state of Plorlda is February 28.2019. ir ` * ' •'• IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)Identified and that the 990• STATE OF :��r` designs comply with ANSI?PI 1. These designs are based upon parameters 1?1 shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��1 O R\V. * N given to Mitek. Any project specific information included is for MiTek's customers �� `S/ON Al-' i0i, file reference purpose only,and was not taken into account in the preparation of 011111111111110% Mese designs. MiTek has not independently veri ieci the applicability of the design parameters or the designs for any particular building. Before use,the building designer PEno u should verity applicability of design parameters and property Incorporate these designs RGItsW into the overall building design per ANSI/rPl 1,Chapter 2. Faa aN.Temp0.89rt0 ora: March 24,2017 Velez,Joaquin I of 2 / RE: 980282 - Site Information: Customer Info: Mathieu Builders Project Name: 980282 Model: Custom Residence Lot/Block: . Subdivision: . Address: 335 10th Street City: Duval State: Florida No. Seal# Truss Name Date 35 T10719584 P01 3/24/17 36 T10718585 P02 3/24/17 37 T10718586 T01 324/17 138 1 710718587 102 324/17 139 1 T03 3/24/17 1 140 71071 T107188 89 704 324/17 r1 17107185901 TOS —. 1324/17 1 142 IT10718591 T06 324/17 1 143 IT10718592 T07 1324/17 I 144 T10718593 TOB 1324/17 45 1 T10718594 709 1324/17 46 710718595 710 324117 47 710718596 T11 3/24117 48 T10718597 T12 32x17 49 T10718598 T13 324/17 50 T10718599 T14 324/17 51 T10718600 715 324/17 52 710716601 716 32x17 63 710718602 T17 3124/17 54 710718603 T18 3/24/17 55 7107/8804 719 324/17 56 710718605 720 324117 57 710718606 T21 3124/17 58 710718607 T22 324/17 159 17107186081 723 1324/17 60 710718609 T24 1324/17 61 T70718610 T25 324/17 62 T10718611 TFG01 3/24/17 63 710718612 TFG02 324117 64 710718613 TFG03 3/24/17 65 710718614 TFG04 324117 166 1 710718615 TFG05 324/17 167 710718616 TFG06 324/17 168 17107186171 TFG07 1324/17 69 7107186181 TFG08 1324/17 1 170 710716819 TFG09 1324/17 71 17107186201 TFG10 13/24/17 2 of Lumber design values are in accordance with ANSIlTPI 1 section 6.3 These truss designs rely on lumber values established by others. iTeke RE: 980282- MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33810-0115 Customer Info: Mathieu Builders Project Name: 980282 Model: Custom Residence Lot/Block: . Subdivision: . Address: 335 10th Street City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Unknown at time of Seal License#: Unknown at time of Seal Address: Unknown at time of Seal City: Unknown at time of Seal State: Florida General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 2020 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 71 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61615-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# ITruss Name Date 1 710718550 F01 3/24/17 18 710718567 IF18 3/24/17 T10718551 F02 4/17 19 IT10718568F19 4/17 3 710718552 F03 20 T10718569 F20 4 710718553 F04 324/17 21 T10718570 F21 3/24/17 5 710718554 FOS 324/17 22 710718571 F22 324!17 6 T1071 F06 324117 710718572 F23 4/17 7 710718556 F07 24 710718573 F24 4/17 8 710718557 F0B 324/17 25 710718574 F25 324117 9 710718558 F0B 324117 26 710718575 F26 324/17 10 T10718559 F10 324/17 27 T1 71 576 F27 4/17 11 710718560 F11 ;3124117 17 M347'1 77 F28 12 710718561 F12 17 578 F28A 3/24/17 13 710718562 F13 579 F29 324/17 14 T1071 F14 17580 F30 324/17 15 710718584 F15 581 F32 /116710718585F18582 F33 3/2411717 710718568 F17 17 583 F34 324117 The referenced MiTek U USA,Inc.order my direct superysupve have ervision based othe bparameters ,`�as.OPQ1IN......;I,'�+ provided by Builders Firs[Source-Jacksonville. NgF.• Truss Design Engineer's Name: Velez, Joaquin No 68162 My license renewal date for the state of Florida is February 28,2019. Or IMPORTANT NOTE:The at on these truss component designs is a certification ¢: Mat the engineer named is Heartland in the jurisdiction(s)identified anal Mat the ' 0" STATE OF :�ttJ: designs comply with ANSVTPI 1. These designs are based upon parameters i�.p:•T� d P;•�_,� shown(e.g.•bads,supports,dimensions.shapes and design ob es),which were �i4l�s 0 R 1 G sv file relerence epurposeponly and edspedficinbwas not taken into account inthe Ip epa atiotn omof rs ��' OS�ON Ai t'li?1ss these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Bases,use,the building designer Joaquin valewxo.Bne2 should vainly applicability of design parameters and property ineorperate these designs kLTek gSh IM.RCed BrN into the overall building design per ANSVTPI 1,Chapter 2. 6eoa Porky Bd BhM.ianpr0.S1r10 Date: March 24,2017 Vele4 Joaquin I oft RE: 980282- Site Information: Customer Info: Mathieu Builders Project Name: 980282 Model: Custom Residence LotBlock: . Subdivision: . Address: 335 10th Street City: Duval State: Florida No. Seal# Truss Name Date 35 710718584 POI 3/24/17 36 T10718585 P02 3/24/17 37 T10718586701 3/24/17 38 710718587 T02 39 T10718588 T03 3/24/17 40 710718589 T04 324/17 41 T10718590 TOS 3124117 42 T10718591 TOB 3124117 43 710718592 T07 3/24/17 44 710718593 TOB 3/24/17 4 718594 T09 4/17 46 710718595 T10 47 IT10718596 T11 324/17 48 T10718597 T12 324/17 49 T1 0718598 T13 3/24/17 50 710718599 T143/24/17 51 710718800 T15 52 710718601 T16 324/17 53 710718602 T17 324/17 54 710718603 718 7 55 710718604 T19 56 T10718605 T20 324/17 57 T10718606 T21 4/17 58 710718607 T22 4/17 59 710718608 T23 60 710718609 T24 324/17 81 710718610 T25 324/17 11 TFG01 2a4117 83 710718612 TFG02 84 710718613 TFG03 324/17 85 710718614 TFG04 324/17 fib T1071MIS .TFG05 7 67 710718616 TFGO6 88 710718617 TFG07 324/17 89 TW71B618 TFGOB 324/17 70 IT10718619 TFG09 324/17 71 IT10718620 TFG10 3/24/17 2 oft w ND Te Thal I. Gy Fly W Tto/10 ro, N1 RBa 0 BY.Mlooloum, Jtlr�Nb,Fl3'3N1 ]BLOeM193018Miiex lMutlZ1. TlluWDor...iPpe1 I ID:.RisEPKISL91eC05k5Ry91VM91xw109Cay0MnJ'h9kzL2J1`/OSItlBNhpYlsYtte 61-0 H 3uIs.112B tests II iw II ad O= 3 a 10 1. tBef= e L3= B B 5 lsct II 3p= 15tl II LOADING(ps) SPACING- 2-05 CSI. DEFL h (loc) ideal LII PLATES GRIP TCIL 10.0 Plate Grip DOL 100 TC 0.81 VIMLL) 005 8 P801 350 IJTm 2441190 TCDL 10.0 Lumbi DOL 1.00 BC 0.09 Vai -00B a Past 2a0 SCUL 00 Rep SteMlnm NO WB 011 H (TL) OOD 5 we Ne SLDL 5.0 Ca0e FBC2014?PI300] (Mehr) WegM:301b FT=t0%F,11%E LUMBER BRACING- TOP RACINGTOP CHORD 914 SP Nd2IRM) TOP CHORD BWdurelWwdeheeNlrp tlilMyeppliM mS-08mpurilne, erupt BOT CHORD L4 SP No 2(Wt) and vatDcals. WEBS all SP He SIMM BOTCHORD Rigid ailing Mildly apgMd or S-D-0 it,b2alg, REACTIONS. (lbl&3e) S=TiJM%M1enksl,7-7`37,11-5-11Mex UpM5=fi0(LC 3) Mer Grey 559(LC 4t7=i 1) FORCES. (Ib)-Mer.Comp.Rdu.Tan.-All bras 280(Ib)4r bee ekcept Wren shown. N£B3 2-7452/D NOTES- (7) 1)Unbeknotd Ibor live beds bane been cmeldere0 for Nie aagn. 2)RehrtogiMer(s)In Wsstotmssmnne bns. 3)Pr idemecaMalcmnedk (by Whers)olhusaWGeringpodiaapableOvMstandingt001bupiRMpint(s)5. 4)"3lon"gid p"bmsks inGWing hands'Member end Iklly model Wes used in MB analysis and design signs buss. 5)Recommend Sts Mmnga d m walla cks,on edge,space0 et 1D40 a end 1eMarcd to Muchbu33 wllh 3100(0.131'X 3')nails. SUMgbMbto Me allacheat Nei otter ends or re alined by other means. b)CAUTION,Do nM erect More ethanes, 7)This menNeduned pi b designed as so 100'rvtlure Wilding mmPonenl. The suAedky and use of this mmponenl In any pBNW Mr Wilding'a the hesponsllllRy aMe buibing Wagner pN ANSI TPI 1 as rMentnced by the building mde. LOADCASE(S) Standard 1)Died a Flom Lind(belanibec):Lumber Inaeasys 0),Plat Inbreese=100 Untlom Lands(pip Vat 59=10.1-2=225,54-100 Concentrated Loatls(Ib) Vel 1i 115 pW.M9IpVNry..,enP.,m'nnm,meaGONO3E5 prLM5.aUMCL49E01.1G/ZEEHI.'CE 1.4E 1631)e m.I.NIe168EPoRE l6e. 0."Pr uMb.—Pro'tn Mnerd.—nrt lne e.egn b e.aN unnuWn P.IarleleneMn,see bb.n-N1rNW NIMIgwlFwan.etl bearadergs Bvmplirplteleoieb Pnvlem oueun9 nomeuvl wseM..eano%°uomnWno-mvy.m�ebrnaleraere,aand'enem ba se b..'reseeoMN[.Iryenalerre.rmeYiii loarueloons rys9 pepµMage. ma Oriental liberalme IthYFn senselMry,eir.neM a..no Wwavneno Wn he-- gay1 Wass,..OYM NeBCW aulNlna tnmpleae Eyes gent BAs, Verye al eousde Mm Two,Peale Inenue,218 N.Lie arM,Sua lur MmNr.W 391. Temp EL.1P be Truss TwaTyp ply p11. .b Fpt FW nines" BMm 1-r69pirte, yWaMY,Flai3M i&O`/yo—selsuudaare lne.Tru.,,,la:W$]M]Ppel IDHH EP419L9y2LOSld5RYM,4oPIWAM_6 uCPI�kGs..BC0]{6RMPVM 012 b,_ ♦f- 9w0 YHwd` —].0 >,IbA / Smb=1:113 B 1. q 9 99= i 0 5 9b= LB LOADING(peQ SPACING- 2-00 CSI. OEFL. In Doc) YCM l/d PLATEB GRIP TOLL b.0 p= GND OOL 1.00 TO 0.12 VaILL) -0.00 ] :8198 350 MT20 2HH90 TOOL 10.0 Wmbs OOL 1.00 GC OD] Velt(R) -0.00 ] :9919 240 BOLL 00 Rep SOeee lnd YEB KB O.DB Hore(TL) 000 5 Ne Na BOOL 50 Me FBC20141P12(0] (MNk) Might:2]W F -= F,11%E LUMBER- BRI TOP CHORO HH SP No.2(fle) TOPCHORD SWdumiw she hVdiedlyappiWd "2ocpuHhs, except BOT CHORD 2xe SPNo,2(IIaI) and veM.11, WEBS 2x0 SP Na 3(Ral) BOT CHORD Rik ail'nq diredly appled or 1000 ac daclh, REACTIONS. Ipllebel e=19]NSA.5=1BMMeMniwl FORCES. (Ib)-Max,Comp.I ,Ten.-Nlblcas350(Ib)orbsefsaplwM1Mab , NOTES. (a) 1)UnbNallred Mb liveloadsha beencansaeledrormladesign. 3)Reesi i Bil pu0 krlluss lu Wsf cmnMlme. 3)'Semk d2.bs ka ibwU,holudlngb ge,Membs end(aily ocan wee used IntheaMom Moment -10d(design MMis Was. %)Recanmend 2x8 abangbeoo an edge,specetl d 1040 Poand Iaeroned ro eadi Was wA0 310tl(0.131"%9"I nails. SlrelMbetlu ro be CAUTION, ro nous elmeir soler soda w raWenetl by oMer means. 5)CAUTION,00 not erect trussI MSMrm. S)bonss,is Mdured vrodud LLdesignedas en naivbml building canWnsd. Tnee ythebend usage. compnleM for enY WllYvls buieilp is Ne responsibility doe Wipinq designer per ANSI TPI 1 as Msancad by IM boiling wtle. QwvW.vs.VMrydva•e= =ursmSREPPNOtt9 av ins aromcruxo.wraltaasaRExca PAaa rnazlereevmsusa. Ue�vvmlorouu miu wn^Ynewmnnemn.ms eese=b ees�onryu npwamnen vann enenbvnIN eo-.w.eszmo�. an�.'��e see mea.emwH veno �m.l a.ey.wmm�.nem PnPem�� me:y d:"o:.hi baasdn191new,a°.euTy.� �inre.:nmmiaa:news wen.wswm..mune.F. a MITI Y51eNNn Yneee.eenmrv.e,eeio.:mead. Poeame wno..r�.mrve.s Ppn=nrdm.ee orae.en�o:m�na. rame" nnullm evelYWelmm imae Pau nnNxe6NsNpW 9nNe5uneell3.PIvaMN&V.1P]9ifnlry CMaXe.P9688aN aCBl auleaipCmmlweea alpKeyp Sy iw.us R YBIO Jy Tluv Tlw Typ Dly Pry TIwIB65i BBNN Pm FlmraPtm.ad.Ne : RM BYtlxs FkMPoim, Jetbomib.Fl3IIM i.WOSk5Ate MRM lnOughv,Irc.TI.Wr3J th 1kSE59'.Ot A11 Pge1 r IO:HFRPKIA9-aCO5k5Ry9NgEMICUPM BLJIUC%MAGs3OnMIX'1B81WP[Vad 1 W y15K1 11 31 Sb 11 4 Sus.1:113 0 1 q R e T 8 so he Is J.ae LOADING(Par) SPACING- 2U0 CSI. DEFL In Poc) wa8 Ud PLATES GRIP TCLL 40.0 PIeW Grp OOL 1 D0 TC 0.10 VenILL) Ne - We 999 All 244/190 TCDL 100 Lumber0OL 1Q0 BC GO1 VMITq Ne We 9W BOLL DO Rep Sbeas lna YES YrH 0.03 Hoa(TL) -0.03 5 Na We BCW 50 Code FBC201471P12007 (math") Might 27 lb FT•2D%F,ll%E LUMBER- BRACING- TOP CHORD 2x4 SP No2Ple1) TOPCHORD Sbuaural wood sheathing aired,applied or 3-0-B ac PUMs, erupt BOTCHORD 2x4 SP No.2Ifi.) and veHkMs. MBS 2x4 SP No.3(e.) BOTCHORD Rigid easing directly appled or all m bhang. OTHERS 2x4 SP No3(e.) REACTIONS. AS bearings 3-8-8. (Ib)- Mu Gras, An ractbns 250 lb or Was at pints)8,S.7,8 FORCES. (lb)-Max,Comp.1Mex.Ten,-All forces 250 gla)or bu except when shown. NOTES. (7) 1)Gable requms mntlnuous Whom crond Ceemq. 2)Trvu"I ninesheathed ft.one face or axu.ly r boad.gain.Were movement oveent pate,diagonal wxb). 3)Gable studs spaced.1d oc. 4)'S=m gMpkMbwksintldsgheals"MemMrsn]Hall model was;used In the analysis and design NNia Wu. 5)Rewnallen!Px6VmlWM ,onedge,speud.1D40 mendfastenedtoea ,lux }10d(0.131"XT)naib. StrongbKksb has Moselr]to wells at Neir outer ends or restrained by oMu mourns, 8)CAUTION,Do nM area Was beclowards. 7)MI manWaaured produt is deigned as an indivl]ual Wilding cwnpanent. Tiles UNiftyenduse&th'acanponentWanype W bulMiMIs MersponslbildyaNebuibingdsignerWAN51TPIlmrefxanmdby NebuiMingc O A-MMs-vwrtyaugnpr.am.l+amewnbors ox lwsaromnweusPt.x rs[rtxarvca aaaaW mm.lovvtorseesona use ....tela h wmiy win w lm mnrsmo m¢eewn,s eava onryugn par—mm,nee mre ai rul.gcnmpnnent nb e....e au."'t umEFq uvlprermuslvenrylM1e eppluEYAy 0e. n.p —1naandpme%lrco Pa E< gnlmnm.over, lora a.aan gxMmlM uln qr...n.rewire minel.,eral wMww.nare,more.wnean nn F. :m uen ane penan.nn orxlnt 11 new rueo l>Was ase we. eum.lata ..p Ml MrMallryry�popery unite. rearion,v. on,wl.11,se Won eM—,int.—, us loss ashirs,— gb."Wass,..re.DsaeaeM ast auswne C..nienve 9grpegy.,Y. ..Two Plane trees,,2l a N.Lx SM,.lo..MSNM..P 111 . Tmu.R EN1a Cab Trust Tun Tyra Ory ver 9e@B3 FW FMeuppN pa OeW &i1MnfFf6awu. L[4nMb.Fl]y]N ),npaPpr' tMI.po19 tp1a NT.....Mes.Inc.ilio EY918n@At)ppet 10:HHVFR]EPNIBLByeCCS11Ny rVgAOPIdUNK 62-uCPgCkGUW1b6.y81t&PxY)k 1 m- 01-5611 3tw ii gry.latf 'Ad= p 9 6 6 s m= 10= led 11 >.za >-za WAD INO(PC SPACING- MVO CSI. DEFL In (Wc) we Ud PLATES GRIP TCLL 00.0 plate Odd DOL 100 TO 0.09 VCrILL) NB - We 999 W20 24WIN TCDL 10.0 Wmber DOL 100 SC 0.01 VeH(6) we we 999 BOIL 0.0 Rep Shead ince YES NB 0.09 Hori(IL) 0.00 a we we ROM 5.0 Code FBC2011/Iv12007 (Mabel) V,eGM:1711, F7=2O%F.11%E LUMBER- BRACING TOP CHORD 2x4 SP No2(M) TOP CHORD BWdumwooUe11ee1M1Fgdimdryappk wb2-0w Wfts, except BOT CHORD 2xe SP No 2(M) end vem als. VVEBS 2xe SP Na3(ft) BOTCHORD Rgld ceiling directry applied w 1000 do Want. OTHERS 2xe SP No.3O1M) REACTIONS, ,blase) 6.802-2-0,4=54-2-0,5=1574-2-0 Mex Uplhfi !-C1) FORCES. Ilb)-Mex.Cwnp.rMax.Ten.-AOI Mites 26)(ID)w less exwpl xTen Arden. NOTES- (6) 1)Gabb required centro...paugh Mwtl hewn,. 2)TNS;W be Nlly sM1eeBled from pw Was asaid rely boded against lateral....(I Is,diagonal 3)GBMe SNds spaced at 1-0-0w. L)Pl elle TbcM1ni®I wnmion(by oMem)of Was W bearing plate usable a wlMalandN,5 lb uplift 01 joint 0. 5)Bemivigid pltdlbmaks including heals'Member and fixity model Area wed In Ne analysis and design by this Was. 6)Repwnmend 2x6itronglea ,on edge,swced at 10-0-0 ocand IasWned Wes Wss AMSIW(0.131'XT)roils. Sbngl Ysto bale W W Addle at Weir oNer ends or mart fined by.Me,meed. ])CAUTON,ad mol a roduch a dwkwerds. B)Wild mens the pmdun isf Me W d Bs designer par ANSI wmpweer The sby Meliry and use W Wb wmponentlw any prtimlar bulWlnp ladle resDonsibilily of Me builds,ddlgner perAN51 TPI 1 as referenced Ey Ne bulking ode. QwPreaxo.wnyaagnpaarnarsseMrtuuxpres ex ma ummowaorrtx rser£gErea FPwsrrm m.awvmaBEFpaEVSE • Cess,vela b—my vn ...s 106 aesl9M1 baf.�"ny up" ne¢roe an rsrc'ual WialymnparxM wryorNlM1a¢tian YbgewM em Mrofaaam ereo,"anaKs ee.r ee"u" re'r'.w wfe:e:�m°aU im a y°°bawwrempo,n.wparn,a..,re�,p Mrrek' eregubed Ntl4lry.crop maelapfer•Xn sags®a.pereurol l,rvrv.,e prePMaam.ee. oree,.naub,rcreyarype pWMbYrM1 yoael� .a i �rae,^,r�m.xeN Lw 9reHe5e y,Madrhph rrPalM amnia.paeN fad wY Beefed ewnaa�n aMaFNbe NA. rvfe u e Tense FL rJob IT. Twa Tsai Oy vy nmlwM emmz Fos Flm t Bifem Flnluve. JVLdMb.FlORM I ]&0eMIBzple Yrt4liquWW.ac mu MV A I6:WID ad,man, ID:HWFRaEPiil2LBraCOSk5RyYNac_apXgMEb SOEOMRHTOBv 73b5L7NIS M = W= IH — Srae=1111 aw= 5 • 3 sba= t.m II � zsa sa Plane Offists 0(,� 11 Gael LOADING(psp SPACING 2-00 C81. DEFL. M (bc) Well W PLATES GRIP TCLL M.0 Plafe Gdp DOL 1.00 TC 031 Ved(LL) -0.W 0 >M 360 W20 244/19) TCDL too Lumber DOL 1.00 BC 001 VeryTL) a.00 4 >M 210 BCLL 00 Rep Straus Ina YES WB 000 HDrz(TL) a.Do 3 Ne Ne BCDL 5.0 Cade FBC2014111PI2007 (MMu) Wel 17 In FT•20%F,11%E LUMBER- BRACING- TOP CHORD 2x45PN02(MO TOPCHORD SWdulal wood sheahng tliecly,spylietl w 2.2-0m pulNs, except BOT CHORD 2x4 SP No2(M) and vedkaN. NESS 20 SP No final BOT CHORD RBb calling directly applbd or IOW m breong. REACTIONS. (ibises) 5=1 WISSd,3=1D9RCeNenieel FORCES. (Ib)-Mas.Camp/Ment.Ten.-All fomes 2W(11b)or fess exai when ehawn. NOTES- (5) 1)Refer,11rder(s)for Wae b alae con use ioma. 2)" wbairgicipilAbmeke incNding heek"Member and fifty model was used in Me analysis and stanch Waste Wee. 3)Reaanmend2x8hrongbecks,metlge,spacedallO mond fenmedb eadi Wsa wiM 310tl(0.131'%3")nails. Slrtagbeakato Wtlleahebtowellsat MeirouterendSc restrainedbyothermeans. 4)CAUTION,Do not erebt W ss backwards. 5)ThismsndedurebprodudisdesgnWasmindlvMual Wibngwmpmenl. ThewdaUldyentlu MthiswmpanmlfwanypaftimUr Wilding is the responsibility of Me W iltlng designer perANSI TPI 1 as referenced by Me buil ing wtle. Dessan -verrywgnpvemelm enalrwox is ox aesu,,ease"eh nand Is d,a[sw-ren...raoaaprsaaFoaa wa. xm usue. swN M.dad noi¢m,¢eeapn Ieswmay 4ee e, uvsh..ami¢br an Inelrieual wneiry componem.na eytlem.eabeuu.W Wlanp a¢pneimust+MNe eppwadlMmddae WnrmlencMpc9eM^rorpdemlaeeelgnimotneomeu wwwrodaam ewdN.numumpi...m euWiee oli e,wimx,..e.wwewm m.mwaen F.eaeeloedtulaes eemwe,.elw.dm ek• m m.'�nxmwry.Lumpl...beed a-unaodewxeeuiervn.ea cmwMmmape sem tuner De®e ,it Indent mM.tlope.Mlay.agrion eMdatlneaYueee¢.ee wuryiem..an aYRitOwIMCMwle,weaeaea eeai aullClneaemWewl eW GaY FeY01N. yiw•m.ma.wibM.BmrmY pod.manor,zre u.u.a,eei.s.ne airs.u.,eoere.v.mY_ r.rea n awls be Tire ThisTyre pry Pry 1'.HeSnal"peal Morax Fde nee, nmtmd BiMp.FliXawe, ,Ixbpm%.P]aaN )gl .s 1..1..1Svd 4lry,el IS Wl x]arande A1)Ppl IO:HH RsEPKMWOSk RyMgV WH*T61EM53 MRWOOI 73p5yLTgB M I M= 31W 11 ]15611 =111] 4 ad= 9 ) 8 5 1L9 ad= 1L] 11 tJe P61x LGAUING(DN) SPACING- 240 CSI. DE_ a (roc) Ode" W PUM GRIP mu 40.0 Ptah Grip DOL 10000 TC 0.14 )A.11-1.) OW 6 >Mbg 360 W20 244/190 MDL 10.0 Walter DOL 1. BO O.OT Vari d.w 6 M99 210 BOLL 00 Rep Shers lna NO WB OA5 Horz(TL) 0.00 5 not me BCDL 50 Celle FBC2014i`rP12O37 (M") We1gM:251E F7•20%F,11%E WMSER- BRACING. TOP CHORD 2x4SPN03(Otl) TOPCHORD Slrudeal wood 6beeging dsetlry applidtl A 3£B aD purlins, except BOTCHORD 2x4SPNo.2(1bl) end ventab. VVEBS 2x4 SP N'.3(M) BOTCHORD Rigid ceiling dilMly applied or6-0O oc bracing. REACTIONS. (IGBixe) 346EIMecMniW,Y112AleGunlul,Tw113'05d Max Grrv84851LC 1).5=1591LC 11.T=18a(LC 7) FORCES. (®) Max.CanD�Mex.Ten.-All lorma250(Ib)ar bad a[rept Wren slgatl. TOPGHORD 141di NOTES- (T) 1)Unbal aged Dear INa beds have been rnnMde ed lamis Madam 2)Retarbgbd 21, NbuM tohues mnnetlbne. 3)Load tended)r,2,3,1,m6,],B,9,10 bdal110ve been mW?W.Building designer must re91ew heads ioverily mom""forrtGw l Me mlendetl ufle Mme wee. 1)"S,,mmidd2d6diaks inGWNobeers'Madderand T0 model wasused ine analyse and delight( ollia Wsa. 5)Rernmmentl2x6simngbecks,on edge,spaceda1d by a ar and lanmetlmexn Wss wall3104(0.131'X3')nark. Slrengbatluto b0(.JTO , n,wdllaal for sb'k' Of reabelnBd by aper means. 6)CAUTION,Gonot me dVuasbesgne a. 7)WiilindnNhWrttlpmtlud iadee buideg anignerparW rilGI as TheaythelRyald ueaMgla mmponeni br any palliWNf Wilding lathe rteponeidldy Ape building designer part TPI i x rttartnoed by the EuilSbp olds. LOADCASE(S) Standard Unhomm 1) lmrLive(betan�l:LumM Irlvem=1 W,Plate Inaeese=lM UnIMm Van " Vert LOWS(t14=100 ConrenVan Loads(to) Van 1=355 21 Dead:Lumber I(Pff) =1 D3.Plate Inueeae•1.00 UnXarin Van: 8= Ven: LOWS( 1J=-t00 Concenbebtl rustle(b) Van 1-385 3)161 Dead+Floor Lica(unbelerlwd):Lumber Ina9B60=1.W,Plate Increeu=1 CO Uniform Loetls(D9) v58=10,t-2=100,z4=-2o Garcanhate Loads(Ib) Van 1=365 DOp)^2nd �1Dead yle edabpaF�o,Live(unWalmd):Lumber lnaeeae=l W.Plate Increase=100 u WAR3Ms"✓vq pe2WlpvwnWa eprFAONORa ON TMa MV ear—id aamov REfE U5vda vlaadalMnay.1604MI BEfOK1@. n drii MRabe mnWre.Me edive—eeard.d uPoe paramNert SMrrn,eri br en edWUM WNpmg ,. aryum.Sebe em es buMnp deeVemunaalylee apprrdidet dirdi Parameters and prgaylmtBulMWeetlpn egNapwtl dt,IS'deYpn ru pMrtelp bbwewMdtFiry NlndMeuvl muaweaanerermprd memaert My. ve'ved'vervebayy bvW�erqubMM Welerv.pald pnwemd.pe.wN poaea.pwaer.linyrvwe wppeMaam.pe. wderennea�robarma a. are.'an., roRaw4deeywlrvam.ne4uw"i vee amm deal ,o . acNaWlry aampMa snowy lMeenAm awlaeieTm Time Send linin.na N.re den,Wa]u,nbvnana.VA mle. Taandeal. bi tlgb Tme rlam rrn. Dy vy npn 93 FN Fbi � BUNert Fa .w, .WFeaMY FlaIIN Me-M1GA1GMReFIMUNee,." is .'away.,Pwa1 ID HI FBeE"M9y COSk5Hy qc Mz BT51Er16 MFH WO 73g5VNRrs LARD CASE(S) Standard UOdonn Lode(ptt) Ven:M—'O,1-z--20,z --1w concenVateE LoeCa(1b) anoed Dead 5)Un on Loads DeM:Lumber Inneam-1.00,Plate Inaeau=t 00 Unttorm Loads(p10 Vert S8=10,t-z=toD,zi--zD C.r.MW WWI Ilbl VWt Vetl:1=365 s(e W 8)Otllun WI doff) LumNrImeaaG=100.Pale Inueaee=l.W Unttam LaLows(1z=Z(1 Vert: 8- 1- ,]-0--iM Concenbalna b) 1=36 (1 V<rt t-355 T)tat Neu Oe (a Floor LyG(unbeancee):Wmbx Inaeeae=100,Pate Increase=l OD Unttwm LAMS I8= Vett Lows(1b)Cglrmn9at t LOMf IIb) M:1=MS 8)2nd Nase Dead a Fkm Llve(unb0lilEM):Lumbi lnueam=l W,vMe llmeeae-t.W unttolm Loads IMI Vett 58=t0,14=10D w 3N CcnntV"'M1 eM (1b) wd:Lu 9) Nam Des(:Lumber Inuveu=100.Plele Inamszl 00 IMHoml VW (p10 VW Waft(113=1DD,3e--zD ColweniVce 1-X (Ib) M:1= 85 10)41b Nem Des(:Wmbw Incrteu=100,PIBiG InvMBG=100 unrcwm Loads Vert it00 conmmmad 5LoadsLos(e Ob7 vett.1-a55 Qwa soa -o,,wmM.mawn-dr,> 11 d.asoY rum-m,pas.nax anamm,and... ..e.ms-smaeaoaa lea. .e..eamrerc'::<gm:�w.'mmm.emm m�e e.,.a.I.a.,eea.tt.w�P.emnemwm.a. prael�..a .smswo,m."..-M ge sv eecv..,m.m..,nrm..PPI�enM mee.lal P..mnemeoa Pwen�l�m weaemv.l.mm.ee..r ee z:ae.easo^aiu.el.mP....emul.a ll.emwl�m...ee..mo,rn.m m.mumm F. mP.wr..ewm.noM ossa mew veMewer.mrwmmam.Ymmra.emP.—.I..Nraaaae pemonvl lnluy.ne PmRMa.m.ae. oraeoemi dM. I.omveaelroy..,.m., .vaa.>•....e w.,.rlem..e.. a.Ilyem.nnoma.,eaeaewl,y eemPm�Ya sw P.ra eager.+. StlgylMommrbn aniYeb Mm TuwPW IngXw,PaN.tee 9eM.5u.e JR,PkvnC�.VamY. .mp.eL M110 JrE Tu0 True9ryx ON PN nmle e vtfQOt Pa Eloy t Bilwnfl 4.u. JtluwMY.FldEM ySaM WI0 MRVMu W.DEl uMertylBSV MIi Peet IO:HIdFReEPNKl0yn4OSk5Ry2Ne4M3VPB5abMmpE1 U(BIg9M15ONKNaMFerlOCkhY'!M t m= 2130 II alert II 1 SVIe=t1u 9 93= 8 ) a 5 ads= 1w II inner II a4b LOADING(paQ SPACING 28 Col. UEFL, in god) Weft W PLAlEB GRIP TOLL 40.0 Pleb Gnp DOL 100 TC 0.13 VeMLL) -000 ] 1099 350 Mtt0 2HI18D TCDL 10.0 WmWr DOL 1.00 GC 0.0g Vegt(iLl -0.01 ] N99 240 &.'LL 0.0 Rep Streas Ina NO m 0.00 Horl 0.00 5 Ina nle BOOL 5p Gods FBCZp1ATPIZW] (Maine) MIM:26lb FT-2095F,t1%E LUMBER- BRACING TOP CHORD a4SPNo.2ggdg TOP CHORD 6bVMulal anal sb9Bming dined,applbl a4-0 do Wdins. exxN BOTCHORD Z,4SPNo.2(M) and xgtbals. MISS 2x4 SP No.3(Nq BOTCHORD Ripbmilbg dirsay applied or 1 O40 oc leveed. REACTIONS. (lb/sise) 0=5781M spent all=213ISS6 FORCES. (lb)-Mex.ComDJMex.Ten.-Allfi.m 2W(lb)abx xxpl Wren Naavm. TOPCHORD 1d=57110 NOTES- (6) 1)lbbelenmtl ibor live beta have bxn wnNlael la Nle lxipn. 2)Load ar giNer(e)la W uta Wu mnnepbna. 3)Lpel se(r)s,2,3.4 5,B MONave bxn malilel.BUIMirg tleapner mull reviax IOBda t0 verily Nal Ney Brc wrap fa Ne Mentletl eamla wx. 5)'SemMBll plltlllexke Intludeo edge.Member end tixily oc an fastened u5W io ca h trussS and 110ign o1Nia burs. 5)R Sm Ot2a8IISMMOVOeTedge,spacedat nedby ofend Iutened to eaM irvu aM}top(0.191'X3")eagle. Snmgbeckato ba atladlal toaella el Nak Oder enol or enlreeed al pia means. 6)ThismenNOpuetlgWudiofthe ldea designer Par ANSI TPI Tire eaythelt and xeattills CanWnOM(party DaNWkr Wilding uNe rcapanaidNy W Ne building lealgner per AN61 TPI 1 ee releunxl bytbe Wild'ng apps. LOAD CASE(S) gagger, 11 Dea]+Fbx Lile(bebnw]):Lumbo Inueex=t.po,Plage Igweeu=l 00 uniform Lama van: e=10, too w Concmlb ntl ear(b) Van 1=365 2)Oxd:Lbnbp Increax=1.00.Plate Inaeese=t.a0 unilpml was p Vert 58=10,1 10) Concentrated!wee,(lb) Vart 1=355 3)t5ldex Det golf) Vert gLtm(Inbelercell:Wmber Inaxazl W,Platt Inaeau=lW Un6onn Ven:SB-10,1-3=103,3d�-20 caRcmlvebl wean Nq Ven'.1=%s 4)2nd one.D Lex(unbelnml):Camper Igweem=l op.Plel<Inae¢R=t 00 Unlam VanLoade (pit) tom van s-8=10,1-2=m,z�tao f'enrYl'X,SCB.nvY.AR'�wr P.emN..Ne�.ap Nprx pr,iMr rim aJaliaSp Terex aaPS�aca ear e..i.»r...ixaxg..aaaa5 x5. .orer ens.. .mpxMM Wang mn rent/."..111 .11 eey.r.mnere N..ralp l M.n MCMeutl sdea,rrynml.na ay.m.aelwe use,ubpnlevq m:gnermM wriry .wpliu M . ae ..m.I...r— ren i�murem Mend,eNeopn euvaev eeNe^. erNnv 9MNAM IsmPie.emeWlna o11n3newl W...e.nmwmuN m.mwr.uniF. ueaere.nars'. MtletiR M ne.w.v.aw me mrumeem9mP...m muW.an w.Nel.P=cowl millrv.�e Prove.e gn't dve..miealml...nd... aaysreea.e mrmo...oroer neneraea '.. w..ryu.me.ero a-ry 2114 Mallmm.a9aae.na acsl mllaln9wllwlleel ",dese, etltlylNomatlon eraNEb M1omTw Me InemW,310 N.1ee 9re.I.5uee]I3,NeuneN,ve ttd4. Tera R xytp Jc0 True Trus]Ty Ory Ply - itNt6L'£B pm]eR FD1 FYa t @itlp FYtl&vae, Jbamdb.Fl]]3M OSaRIp M1BMR MX Ma,lDEl WrA1M1Mp1301Fp k a Io:HH.FRaEPN19L9yeLOSkSRylNe4A13VPBfmMImDEIIXdpyuOKiNSVRFeMCkIZYAS LMDU E(S) Stanwol Commntratm Loads(lb) van 1=-365 5)3m Mage Dead LunderIMYM]Y-1.W.Plate lacwa •1CU Unllann Load.(DH) V.,5d•-10,1-3-1 W,3N=W Coownirned Loads 111)ed 1—%5 6(Ud Mex Dead:Lumber Inuaw•1.66,PIM Inveax•1.W UnMorm Loads IDM) Vert:5-0=s(lb) =20.2J=1W conmmrMm Lama(lb) Vm:1•W5 Q wswerp.WMwprr Mab+WaWrtEaDxoiEs ox I. -ly,w[,ad—h F[xld,,tr nd nr.romaneessou us[. Oe_Wtlbr Deam'wYXMiN p-Moss. s.-soluap—all dpanme&naXwnandrs bran In EuiErywnPoM,M eyrlem.Bebn uae,rM Wlltlnp MrbmrmuavadytXa appluXlliry dXmlgn panrmenanX PWeMrolw bpe�n Ym Vewrtll ifnp ayn.envy bal..ndbmy...m wwlpdbel.leual buea..L,nern mue m.me.num. e.m.mmpwM e ep .._g vnapiry snare pnvemmuapm rYn paanae perowlnruryagpcpM mmvpe. ww impaM1yw aape.eei_ry.enrrbn aM ErMnq YWylMomuWn aveibW rmm irue qae indrvw —11 L-stoademaw YpeYy CMMa oSMaM BCilaalgnptamponmt aFi pmY FaeBM. V.SAta, nP�ytp Jcb Tues Thu iyp 61y Ply 1071. 090)93 Fw 1 BUMen FYEarp. Jvhaui.FlaEN Ty0%5RO01a NRtlNAB5e6ln[.Erin"291IWEEaMF vt ID:HWFRSEPNXL9W:O5k5Rt9Na<A%3VABSebMmDEta%B�uILbEE¢BMFaMCM4YME h 1�1 Shut 1 3M 21.W 11 store • Sjas 1'.11.3 9 8M= 3 70 ON= taw II "mil act Plate ORseN(%V- 661-0Edgel 16'614Edgel 7'0.14BEdwl� WADING(Psb SPACING 21CSI. DEFL n 1bc) Udell Ud PLATES GRIP TOLL 4).3 PMte Grp DOL 1.00 TC 0.52 Val 000i 7 >999 380 NT20 2441190 TCDL 100 Lumber DOL 1.G0 BC 0.18 ViI -0.01 7 >9B9 240 BCLL 00 Rap Stray Ina NO VAS 039 HCrz(TL) 0.00 5 We Na BCDL 5.0 Cade F9C201MTP1I (Me W) Might 2416 FT=2011 ME LUMBER BRACING- TOPCHORD 2x4SPNo2maD TOPCHORD Sbhpunl evod sheeting d'xMly applied a 331 w purine, except BOT CHORD 2x4SPNo2(%at) end vertical, %A 2x4 SP No 3(hash BOTCHORD Rigid wiling dyeoly applied or 1609 w booing. REACTIONS. (IMi 8=M1IMaMenical.5=M4p-SB FORCES. (Ib)-Mn.CampJMex.Ten.-All fames 250(Ib)aleu exwpwnen MDen. TOPCHORD 14-71410,45-71441,1-2W IM.23-107M,3 407M BOTCHORD 67"'1 MES 2-7-4NID,1-7.00612,%�d5M04-0=M812 NOTES- (7) 1)Un Wlanwd floor live beds have been considered brthis desgn. 2)Refer la giNer(a)br Was t0 Woo wnnedlons. 3)Lwd rase(s)1.2,3.4.5,6 hesai wen Montm].Building dmgnx must rei loads to veMy Mal Italy are coned for the Intended w Noris Wu. 4)'Semi-rigid pdMbteab deal,Heels"Matter and idlty modal was used In Me analysis and design or Mia muss. 5)Recommed 2x8 stion,ba ,an edge,spaced at 1600 w and ladened to earth truss colt}tM(0131•A X)Mile Strongbacks to W attached to walla at Mae DWer ends or restranM by either means. 5)CAUTION,Do not erect cess backeel 7)Tnis manufadured aoduct Ia designed as an IndWMual Widhg cmhWwnt TNe 6uUbllity end Wo MMis wmpo enifarany p ,whI Wllaing is Me reepwabllhy W the bulding designer per ANSI TPI f as enhanW It,tlID bulging aide. LOAD CASES) StndaN 1)NM+Flow Lfw(baWnwd):LumWrIw se-1W,PMb Inneaw=100 Uniform Lwde(ph Vert:5-0--10,1-0--450 2)Dead:Lumber in a sw 1.D0 Plane Inaeas W UnRam Loads(pd) Ven:51 14=-450 3)Increase Dwd+Floor I(unWlnced):LumWr Inamw=f 00.Plate Inatera 00 UnHmn Loads(p10 Vol:5-0--10,f 3.150,3-4>370 4)god Maw Oea]+Floor Live(unbalanced):WmWr InereassiI Pose lmadvI.03 Unnam Leads(p10 VM:5-0-10,f-2-370.21--450 5)341 Mese Dead'.WmWr Inaeaw-f 0a,Plde Inaease=l W Undann Loads(Fm Ver:5-0-10 f 3.15D,34-370 jfRURh'-,in 3 pt -, xne4 n a3eaFaRawa r. I.. M ve9Maw ih M p­ uaaNia9tn rt 0 rst.raM tract M Mire NeMnlo n DrenevertMTfulliPailli­mn Lie .a>ryeryq hjtpGt:Ym eMaY.pB8a9vne aGeh 9uhhehnacomponant Tersvb TemW10 Terms.FL w910 JOE Tws Teu sType DN FN nmt�] 0.Y0i F09 Fkp 1 BUI1MaFlrel6�+n. AdenMb.Fl>IIY t ]M4e Mrt WTMIMUMtWZ AP r I0'NdFF ➢M8ByDON,< VAMmDEIa � IWEE�MFMhMY LOADCASE(S) S lard B)4%chase Dead:Whn a MchassW CC,PM a IhCsae0e=l W Unkn-n Loads(pE) Ved:58=-10,1-2--370.2-a=JW Qwn9iMa.vs XYwYOnperuneranana REnorvo)RWIMSY.V Mf1IgEUY)ER aEF9(EXCEpnaEMI4)m m.lotLNMeBEFWZ VSE. Ceslssn ree0 rorave miywln MliekW eonredors.rnrs eetipn laWWutlyuFm puemNnedrvn,Mubran lMMeual daebB�^^Maw4M asystem Belne uu.....eeealaaerrtunwrMrnepppudrvryneulgn pvnmaenva PopeM' RuminMenlp.IrMtleaeNl vewe�op E•aaparee.y�.elutm..... m.rvumaM.rceadwlumwm,.e p.rm.rem Gxbp MRek' vsrea.e.e wr Maodymmprewn wlr.p.wnpaede roae.•dp�n.�e prwpM mmepe.FaedsMpdeenu rewrematr. maa•.eels,.o. T�wnr eMpmMeMp ortvwunemwv.aM.�riv a« nxerint 0aMMcm.M,o96�a9ena xsl emianec.mro.ed ewtp.a[vaera. serNy lnrerdmaoen av rvu a ed.Lu 9mt 5une]4,IImneA.vn t33t1. ienp,FL ato Job T. TIw Ty1x qy Py aBT� TlarlaSY ` 9abnFMY4un, btliver..Rs. rep As"ah9Yn'venmtn.M.Tlw Mngatem:6AlT F" IO:HWFReEPiMdLB1e(,03M5Ry9'NgLINtMT�UrLM�0a1NONAUURV'!3G{SOcRpn4aYire 61-8 N + 2aa �1v2( SUM=lS]] W= 15x9= 4w= i sio II 153 II t.m II m FP= 1M= m4= am II t 2 3 4 5 a ] e 9 10 11 13 13 14 3a 1� 27 2e a 24 23 a 21 20 1e 1. 17 1d 1s 4aL= 4M= &6FP= t.b9 II W = 4M= 4N= 2nd II TSO Wil FASTEN TRUSS TO BEARING FOR THE UP-117P On SHOWN WHILEFERIM INGNOUPWARD MOVEMENT OF THE BEARING. tell 180 26J 62O 260 01112 13-0 lid kte Offsets % 1: 141 LOADING(par) SPACING- 2-00 CSI. OEFL 'b (bc) Well tW PLAM GRIP TCU- 40.0 Plate Grip DOL 1.00 TO D.80 Veri(LL) -0.t9 N31 X998 380 MI2) ]4M190 TO OL 10.0 Lumbm DOL 100 BC OBB VaKTL) -0.3020.21 ATO 340 BCL. 0.0 Rep Strre Ina YES MS 050 Hom(TL) 005 17 We We BCDL 5.0 Cada FBC2H4/1PI2D07 (Mtl ) Might:1221b FT=MF.11%E LUMBER- BMCING. TOPCHORD bl4 SP I40.2(Btl) TOPCHORD Seudural wwd dlxetM1n9 directly applied or 6-00 m prelim, Wage SOT CHORD 2114SP No.20Tk)-Exi and vericam, 15-24:2e4 SP M 31ded) BOTCHORD Rigid ceiling dirtdyd a epplie10 ocdmilg, Esmq: WEBS 2x4 SP Na.3glm) S M bedlq:1)-10.10-1]. REACTIONS. nwide) 279971 ,15=-1)1RMMenkel,17=152BU," Max Upli1115=315(LC 3) Ma Gm 27=9eR LC 1),1599(LO 461]=1529(LC 9) FORCES. (Ib)-Mw.ComplMaa Ter.-Allfalms 250(Ib)dlemenceRallan M. TOPCHORD 3]-a=W2ro.1-211=991Po.14-15=E4M01,1-2—>98ro,2a�twtro,3.4=90]N. L5=4]0]A.Sb=2dMN,6-]=-2-13-0,Fd=-3,14<&P-2WGq,&10=1&Sq, 10.11=1619q,11-12=3100,13-13=N418,13-143/4111 BOTCHORD 2428311501.2b2E=W2114,3124-W3414,22-2337e44,21-22=N2&4.20.21�001, 1420M95.10-13U/16%12-186=-113ro.149H1&U M£Bs 12.19=194,3-259=041189,1b84M,WM--,152,92 , 571,51B3N.az5=a)42, 11.1991894.3--16 TOMO,418=-70109,521-22,az0=a5]1.sz3=E3fJ2s, ]-2SJ12N.1b10=-B2&U,]-31�-]L4B9,421=25NU NOTES- (0) 1)Unbaknmd door We baL have been considered for Mia design. 2)M bases em Sera li unale othelvnse indicated. 3)RNer to giNm(a)for Wm to Wes tormitons. 4)Pravda nRwarical cmnedon(by others)of tress to bedtlng Arai wpabk of vellMending 31515 use at pint 15. 5)'SMM90 ptdlMmks reduding Funds'Member end f ily model Mu used in tM nalyab and design of Mo lows B)Pannonian!2x6 a0ongliaska,on edge,spaced dt 10-0-0 m end f a med 10 eedl Wm Mind}IW(0.131'X 3')nails. SlmngSeGa b 5e anxcned to walk M their outer ends or maintained by Doer mmna. 7)CAUTION,Do not Chad win backwards. B)Tills manufactured plodud a deegned as an Individual sulked mmponal, me wNMmy end uw mMIB mmponentfa any Fatah buikeg'*ue msp nmbimy dMe bulking dmgner WMSI TPI 1 as lefemnmd by the building now Qwf .v+M'emnM Mlp enraraanlmPE.lTlaaelalg�la LewJ enIY NM mel n¢ n.aq kl nEn e1-in' pnent—ses'. a ' II�n iiia-Irr 'M waiu ry qn Uranmenwd Pppe lxo oeagnovenm eea�tl9`I°,'lUt �¢Ip pie..m.�eul.nal.e.eltNa¢.a.aw>mpm n,pxe.re pRr. w:n.mPo�wllN.am � l 'ba pprevml mllepsevn.n pa¢xel.p.rs.ralinualw prtHm mmea.. w.Wa advormoaa u�qMN` ANmnon Wassair c ,mnngand Kill lm bablesBJti Fum FjtlMW nmQn a .Obniryp.eN9nNeza 9un. 2.vAaaau . T.,1.1. bb Tlw T:TRw ON PN itmteaY au. Po BE b an... LJaaMY.FlffiN ]daXSaM IB E018 NRMIpu4b,ay.Tru Mar EJ t85B'.f0A1]Ppel ID:HHaTRSEPNISl9/eCOSfly9'N4121praDLO00USY9]KwB150)V.PpXHW%15LIMZV'!fL Otd11p H^ r 2� snls=taT.B 4M= lue+ II Idu = 3M= M= 13011 y<1= W= tb011 M= See FP= se = 1. 11 aN= 1 2 3 A a a ] B B 10 11 12 13 10 �p l$ za n M Es za 23 Ez 21 ad 19 +B n +e 1a SO= Aa= E.a= MFP= tuJ loll J0= se, am= a1 30= w M= dM= FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION ShOM MILE FERMITSING NO UPWARD MOYEMENT OF THE SCARING. I� U tiVl-0Etl 1] LOADING(peQ SPACING- 2-0-0 CSI. GEFL. in gai "as La PLATES GRIP TCLL 40.0 Pli Ore DOL 100 TC 0.06 Ven(LL) -(L;2 24 >999 360 MTW 2411190 TOOL 10.0 Lumber0 DOL 1co BC 0.58 Voi - 30 23-24 .123 240 KI-1- 0.0 Rep games Ina YES W9 0.80 Hoa(R) 0i IS We We BCDL E. Code FBC201171P12007 (MMtlx) WMightmid, FT•20%F,11%E LUMBER. BRACING- MP CHORD 2x4 SP Na.2ge0 TOPCHORD S MMIw she in gdyecl .WI9ldw2-24a:RUdes, sxtdM BOT CHORD 2x4SP Na.2IMp'Except' MO venced., 15-25:WSPRAT(lab BOTCHORD RgWWIIhgdF YaMIMdw60Oaibretlng. WEBS ad SP No 3(Ila1) REACTIONS. (INSNe) 28=891-58,t5-852/336,1B=1910331.16=085}3i,1]=]tTlJ3-d Ma UpIM15=]1IRLC 4),1]550QC q Ma G 2B�91(LC t),18=1962(LC 4),16.01ILC 4I FORCES. (lb)-Mu.Comp.tM ,Ten.-AllEncsz50(Ib)w Mssexuptwnenalrown. TOP CHORD 28-2 7111,,1-R 5010,1415=07241-2-7123=1713110,3+-220ddi, 65�22M-,58-23019 6]=1899'0.]A=18391.8.9=82MU.&10=B2LD, 16-27 51017,1 261 269),4-150 061314=0.59] BOT CHORD 262]=(2146,29-2rtM82, 18-19v'2062,217-18t303,z223=1V23W,21-22�I2303, 2o-8118 5,1-2711 &464,1619=-16352,n-10=1,10-19-11520,2 WEBS 11-18=18969.13]=dID31,11-19�01128Llin(YS 901-,1619=1252-,271137,SW, 1 0-20 9914,}25=-1047 62105&9 32Ib5d2.621�8]fi.524=30]/137, 621=]Ii-.1616=100-,11-1]0/1109 NOTES. (B) 1)UnbaMnwtl hair live Masa have been calsYJefe]Aside design. 2)Plo mechanicalwnnMion(byo )MnssWbe ngpWetapableol hl anding7191EuMMMiC 15v BSOIbuplmm pint 17. 3)'Semklgid pBMbreaks including hese'Member end fat,mabl was used in the analysis and design of Mubub, p Reeaa)and 2x6 WOngbacks,an edge,special at 1000 oc and f ddened W each hues wen 3-10d(0.131'A 3')reals. Slrolgbetlu to be allecned W wells at Char owr ands or restrained by On.,Risen., 5)CAUTION,Do not area truce backwalda. 6)This manufwYved PmMq is designed as an Individual building wmpalwrd The sub Wilily and use d the comymnl Wr eM]particular Wilding is Me reaponaMilby aMe bulWNg designer per ANSI TPI 1 as referenced by Me building case. Q ia,.,N .vvxya #i, i.nw,wxa.1ani.a—in,mctrCaoae]ER REHwaacair in ]n1 ivains xenaon.nN sa. mrvws xR.Xho.,wam..rnYawa"yb.w.mr.ros cwasn.mw".sac Yer."xa-ma.l e.n"e"arn>�e"1."a wss c...`u .m.eulw"eN.4�muswmr m.apgYmiliy maeupnparam.l,n,m pap.yddena muuany"erm,".ern ram, ero`a�e��eleo mm� ......var."I�ti.o:=."nervi amesupe a�p.Rs.remew"a MReK x,Nseww.,n.saernare"'». .eIN awrx.bser.se ecN awwme cm,PwwnIN a".ri'isromr.e""...s.el.n"mnnaPw.ISRm...nen l...Y�.n.bussJlz.u..,"ere. nv°NPX.14 Jc0 Ttw Tna Tyre GN PN 0]IW4 BNdat FttFkv 18 BYBYe FItlwm. JetlepMl,M a9M )AlpaIq 1B1p18Nneklneiey,lnc.Thu Ner23 taM.MMt1 P41 ID HH R*PKML COSMSQ19 lZp BDLOCGISYBUZxguWe]Pm M)KK ,tSLyYYTC o-1-e HF snw-n3z4 M= 1.5N= 1w It M= 1;10= 1.56 M 1I1 2 3 L 5 0 ] 8 8 10 �1 19 18 17 IB 15 10 13 12 <L= 96= da,= 9B 1m I I I I 10.614 Easel,115�14,Edadel LCAOim;(pa0 SPACING- 1d CSI. OEFL m M W M.) YOPLATES GRIP l 40 TCt .0 Plate Grip DOL 1.00 TO 0.57 VeR(LL) -0.1. 131] >9BB 36D W" 24N150 TCtoo Winter DOL 0 BC 041 Ve0(TL) -0.23 18-1) >M 240 SCLL DO Rep Stress Ina YES 443 0m Her2(TL) am 11 Na We BCDL 50 Code FBCM1<]IPI2W) (Mai Vasal 11011, FT-20%F,II%E WA R- aMCINL3- TOP CHORD 2x4SPNo1(M) TOPCHORD SWNural evooO MaNhing Min iry applied or ocplains. except BOT CHORD 2x4SPNo.2(Iltl) ad vMi®Is. MBS 2x4 SP No.3(PN) BOTCHORD Rigid cellmg directly applied or l Di N¢ing. REACTIONS. (Idi¢e) 20�)3ft.54,11-61 FORCES. gb)-MM.CwnpJMv.Tm.-APro 2W(lb)wluem Mg nMown. TOPCHORD A-21�]G9,1-21-8TOT,10.11-d)3T,1-2=31010.24=1331N,S4--1B12N,45--1B43q,54--2dJ.5A1. 3)=19319,Td7-1g319 59-1313/0.3115199 BOT CHORD 19-196101],1]-1&Nig38, 1319 15-012W5,13g2 -13=098] 44£85 312=)950.2-13- 9-13IMI1, 98-13= 710,310M 31411N230,31)9(J15.314-1(s14.5-17ia,4 , NOTES- (g) 1)Unbalanced floor live load$have Men croslcoM lw this design. 2)All Fares arra 3x3 MT20 unless othervnse Indicated. 3)'Semirigid pr&bmake Including heels"Member and luiry usual wee used in the analysis and desip MMI.Wei, 4)Recommend 2x6 stmngbi on edge,spaced N 10.0.0 W and Mimed to each Wu WM 3-I OO(0131'X 3')Man, Sho ngbacka to be axacti to wells at their outer ends or n.bainM by Olhtt mwna. 5)CAUTION,Do nor erect Wea backwardi. 6)Thbmenutedumdpmduc KdesgnMBaeniMiOdual Wikmgmmponenl. Tbe.ubeNliyanduse&Miaca mp tWanyMnl W buiNing is Me reapmalbllPy&Me Wilding dral WANSI TPI 1 as referenced by the Wilding code. Qw.1 1av l aPoaa a vxn nmrtek®a de�exm,nw,t d0-i NilerseMxnenulsdy vvd,,d.,,,mItr.I N xna�euloibuatd M n.ap oeiiM Bn pemm�er:.ne prvgeh^vd,nwwrem . Bmnmmed�ep Is eln94Pm� ser pnvem dmump dmeMeu�l weaxee anemidnon mem.ersonl`. ... nry d ii,g o. lchomp war„ea elily.dmpawm osl.p...m w..ewF .u.4rvene prtgdyd.m.p.. ore=.e�a. mrse,nl.e me MITBk' cid-.every,oeednmewer."diarvaevme WN 'su ytlMenw.b9eae.na ecsiamidma cumrmn+ Beier Peas[Bin. e`n:niM mess..,.,mhN.om.waPme maan.2te x.v.a.n,Bun3tznm.e�.'vn s'znJ. T.re.ai 3eetb ,bb Tnm True Trys Dy Ply TINIBYI WTT[ Is FM 1 BWseFas6aan. JtlupMb,FIatIY 75,10eM16AIagTinesumes,Inc.TUWDers:4INli Peel ID,HWFRa AtSLBpCOSk yMq-MCB]CE MLOim9CGRNRRwaaXF3rOWl1 Y'INY 61d 9q= ._ 1.30 dxui b-Ob 1, 4 Sob=P110 0 1 q 9 A3= 0 i 9 W= yp 1S] snd snd LDAMM(pf) SPACING. 2-0-0 CSI. OEFL. in Dw) men LJd PLATES GRIP TCLL 40.0 PIN Grip DOL 100 TO 0.12 Ved(LL) -0.00 ] >M 360 all 244I1W TCDL 10.D Lumber 1.00 BC 003 VergT.) -0.00 ] >BSg 210 BCLL 00 Rep Street lna YES Mag ON HxE(TL) 0.00 5 me Na BCDL 50 Code FBC2014 1=7 (Mabel) WaIgiIL 27 lb FT-20%F.I1%E WMMR. SMCING- TOPCHORD 2x4 SP Ne2(De) TOP CHORD SOueurel wend shl ing directly app'led p}1fid on,punn , incept BOTCHORD 2WI SP W 2illep end vedkaN. WEBS 2x4 SP No.3gM0 BOTCHORD Fill wiling directly aMIM or 1040 w pacing. REACTIONS. (IbKNe) 6-201n13d,520]rMecbaniwl FORCES. (Ib)-Mae.CompiMax.Ten.-Rllb s2W(lb)wlmsmr owhensi , NOTES- (6) 1)Unbalanced Mor live loads nave been ccnsgerea 1«Mas design,2)RNr Vo gi dend In W ss is Imss cone bone. 9)'SemirlgM plltllbreaks including bels'Menber dN fixity movel sen used M the anerYals and desgn W Mie house, Recommend 2x8abongivess,on edge,specW Or I0 mandfaewWLDse boasw 31W(0.191'XV')naik. 6lrmgackeb be aracned W walla M Meir oNttdMs w resVeined by Minx means. 5)CAU TION,DD net xM Wee beck .. 6)1Nie.nowuwdpW ledesignasanndwdwlbuiMing6nl em. Theeullabllfty MdusBolliliscomponem Wanyparl lx W ipJirg is Me respM9lbillry MNe Wilding designer per ANSI Tel 1 as referenced by Me Wilding code. QwaMoga-vroumrpp...m.w..uerxanxgres ox Tqs axpgapttpgrtx xFuaxceexw nm.rawmrsaa�oaa us F. wzlssn rellaloruwmry+'M unalmmnnenm.Tnleaenv'seasea oiryuPoaYpemmegeebm Nvbran im al eue0l yp uvpenenl na asImign deed's o.Ine EWMing eeegnermuaiwMy ep uUipgE pin perartM1reerL paprylnmry 1AIS Ce pin lraa dine ewnn ixva.nan eme.v mimic ebpmm.,i e.ew.ami„e�„x�:i e�ee.w.aan eemmwgsearfy. mapxyxCpena.nm x�•v M .wan mp.rearoaaMeyn m�vJrvwwpegro4.m.e.. medeees, bail �apepe,M�very,xeuwepaMp ua irq ole�we,III SnNem aee gxaylel WR9nLuYry GXaM1.neadeend BGNBUINInp Cempmem "ememes". eeMyla em —o 9lla)R,a4WN, . Tmq.FL Mata Job Truu T.Typ pry Ply 03 F13 Floor I3 TI WIBY2 Nil�laemflm5oum, JWeom4,Fl83zM ].&p MFtyM 10087C lu .]IGRNRJ853:MAt]Ppt In WSgaEPN19L9ryCO6k5R19NyNCB]CE6NkL4im5CGRNRJZW 06L3nVst'.GIKK@Y21Y 0.1-0 H 1 -1 yne.1�4 156 2 o s 5 a I is 15 15 14 111 11 t0 aI= too m= +svd 11 I zag I z-0o i I I z8a I 1644 Plata OlNeNt(X YF R41d Etl0e WADING(pan SPACING- 1J CSI. OEM. M (bo) goal LAI PLATES GRIP TOLL IOD PWe Gnp DOL 100 TC 0.51 Wr LL) -0.121314 >999 380 MT20 244/190 TCOL 100 LumeerDOL 100 SC 0.78 met(m) 4.18 1314 >999 240 BC11 0.0Rep Shared a InYE6 RS on HorzM) 0.03 9 We We mm 5.0 Code FSCMI1 PI2007 (Mame) weight 90 to FT=20%F,11%E LUMBER- BRACING. TOP CHORD 2z4 SP NO2(M) TOP CHORD S uduml wood she ilg tlu0c1 oWli0 my m purlins, levels BOTCHORO L4SPNO.2(M) and vatkals. REBS ball SP No.3(Ba) BOT CHORD Rigid nifng dkeclly appled or 1000 W lancing. REACTIONS. (Iblshr) 17=5891088,9.594/030 FORCES. (Ib)-Mu.Comp.Mev.Ten.-ATI bine 250(Ib)alua eFWplwhW shoen. TOP CHORD 17-18=50)10,1-18-5960,8-9=59210,1-2-46110.25-113710,31=-147000,45=-153110,"—I KWO, 37-110410,7-6=-44710 BOTCHORD 1316 71,10.150.13]2,1314911534,12-13=W1534,11-12d1351,1Gil 57 WEBS 3100089.1-1691679,]-10=85210,2-16— ,7-11W 2,3.150'406,6-11-39210,315 9910,6-129/410, 0.14-251158 NOTES- (61 1)Unbalanmd Ilnr Ilre bads have been nnvdered fortis design. 2)All pales are 3e3 MT30 unleu aNelrnu intlicatetl. 3)'SemFngld obvibreaks including heels'Member and fixity model wee used In Me analysis and design of Mia tress, 4)Renmmend 2x6 simngbaehs,on edge,spaced at 160.0 W end feeNned M eachtruss w1M 310,1(0131'X 3')nails. Slmgbeckst0 W agached 10 walls M Mak Marler$Or reArebed by DMv means. 5)CAUTION,Oo nm erect Wss beckeatls. 6)The manufaeturetl produetis cesgnee ss n individual Wilding sanpalnM. The suftablliry and uu MMia nml oluM far ally paniwer WNding is the resgnsibili y dere buike,deegner Per ANSI TPI 1 as rekrenced by the Wilding Wdp, Q WARwN4VNryeWynpanmelert enextaoxoteY Dx mS.reuetwaDartelEswaxnwnsa]Mrw.sdOL2alseasD.II wa. b.nan.e a m,..e omu.nn mn.eeennnenn,..me mden s m:eaomr gceo.am.Mee�en..,en.rnr.n Inexaanasant�nw.e m ousam nselen ales, mlUme mo pre.:n`emuls"m a.cwiwssl:edennamoemmneeww Min vermaaearo'... tlan,snam°.uin m�l.p».nn po.o-ae ceRarel mrvn.M°weary aemea•M or"".regard,the n.m asnt m:Yw e.aero aMw WMeCng^Zoe ena Ines ryaem,.aw p cMaW0090uwecAa ,Mmmpo mMs6p eW. every MamaWn BMWS Oun True,Mennexue,210x Lee oMn SUAe]I2.PbnNnv vs n 314 TmP.Fl.00010 ,Icy Tea TwsTyPe Gry P13 it elt� BWtat F1. ibw 3 a BJtlm Flma[urte. YMmNb.Fl3IIM ]BfnaMr19301a MReh lnEuti+F.F[iM Yn3]1B5&w Sl]FaOel IDHHxiRaEPK1A9]eCOSk5Ry9T/gzym2LTEOxwLMLLm�%BZDLTwEPaVP2p3zWlM 0.1-0 H, 1�, 1� 21-1 yy..l:me Tan= Id.= .M= tan Il 3Y- 1 2 a . C a ) a 0 pp 1R 18 1 17 1. 15 10 td 12 11 11 x5..1 II 4.1= 15.'3 II M,= Iba II Pass ORwb 4IEm 1 LOADING(peQ SPNCING- td-0 CSI. DEFL. in (W) pdeg Ud PLATES GRIP TCLL 00.0 Plmr Grip DOL 1.00 TC Dw Ver1(LL) -0.10t2 41 -13 s999 360 ww 2490 TCDL IDO Lumbar DOL 1.OD BC 0.75 Valli -0.1412-13 s999 240 BCU- 0.0 Rap Surges lnd NO AB 0.35 HOrz(TL) DO2 10 nue We BCDL 5.0 Coda FBC2O1471P,1007 (Mm ) Visigh:BE AS FT=2O%F.11%E WM- R. BRACING TOP CHORD U4 Sp No.2(8 ) TOP CHORD SWdurel adod sheathing dir ony applied o,680 m purlins, °amain BOT CHORD D4SPND3(IIM) and vWlceN. WEBS &4 SP'103(Nq BOTCHORD Rigid wiling dkxlry applied or mbrednp. REACTORS. (IWffie) 1OE281U38,18-17O1A," Mae G Ai 1O53WLO 47,18.1)O11LC 1) FORCES. (Ib)-Mex.Cwnp.AYx.TM.-AN bltea 25O(Ib)or lace exwplwMn Yloatl. TOP CHORD }10=52&0,t-25200.2-351531,3d-509243,0.5=1O54]J1,SA=12261)1. 6-7-12 h&V,7-0=-955'0,8-0=393.1) BOTCHORD 17-15=)OOro,16-17�3]52T1,1Stfi=12918511,10.15irWIM,13-14.g12M, 12-1310114D11-125253 ASEBS 2-18 011).1-18-11311),9-11 b18O2,2-1)=M39,8-11=5)SD.}1]=)22ro, &125021,}165507,7-12=-2935,0.18=-401)0,)-13=10&263.L1Y0.037, St5W241) NOTES. 1)unbalanced door live beds neve bean mnsaered rortbb eggs. 2)NII Same em W MUD unless otltnwiwIindida . 3)Load case(a)1,2,3,4,!19,).0.9,10 hadi bean nw Md.Building designer mush mime loads to verify N°I they erg coned dor Me Intended use NNIS Was. 4)"Semi-rigid pticnbreab Ircluding ImW Mamber end Ugly model was used In the analysis and design Od Mus Midi 5)Recanmend 2x6 sYUngOa ld%w edge,spaced a11OO-0 w end lamewd to m&Buss wM 010E(0.131'%31 nails, Sbongbecksno b°Macnedtowellsettheiro111°rmadewrestrainedbyaN means. 6)CAUTION,Do not.truss bafkwazda. 7)Tllismandx mdpmdudisdesgnWasenindNdual WlMingwmpment, ThesubabilganducedthlsmmpwmtWOnypsNmlw building Isms realnneibilily W Me Wilding designer mar ANSI TPI 1 as himmenow by Me buiMing and°. LAADCASE(S) Standard 1)Dead+FM.Live(balanced):Wmbs,Inaeaw=l W,Plde Immen l.OD Uniform Load.(pit) Van'.1019=z 1-z=192 2-9-67 Concentrated Loads(Ib) Van'.1=797 2)Dent:Lumber Inawse=l DJ.Plate Increase-1,00 Unlbnn Lwda mm Ven:1019--21-2=192 2-9-87 Conran Lame nb) Ven:1-797 f' a"d�8!lRa}°e2w„F.,„,.r.,..ma�aMo3esoM]r...wurc.wwwr.aMT]mFMwFan,nd1svm.tava]orsaewxusF. �. l.SmAos" w. .�e Yn„�I�erv�e�.I w Im.e.om.o.m,.a ere",.anMm..u.be pulalna m:rorg,^•�•r�•MyrneeNr+enMbceep.e+�.mtemem pap.Asm—i metnutrs^tln lmonawe�ali s%.-ren"°.w"..era..wM wM`o,:.:�i mlao.M.'",.°.B oa°n'du%° ."`ry.:aoaeeam",:os"r .arol m"°'" MRek' ealmlm assay.or,,...m..ri—np corm.,. iw.,,ymm.:ee <deard", anny.. .n..pS.S..a and, ll4agna.rae.m ace.Pam a.Maw. °.a.y 1.—.1.V..I—rut.munme,3ID N.Lee.—SUs.II IMVMN,V..11 i.rry.,FL]tet. Job T. T.Type Dy ply esua Flvo< z nmle5u 6ISMe R1&vaN. JaWwMe.Fl313N ]AIOeM iB.bISNRM IMWrle,ln[.TIIUMe13316:59:00At]Ppa3 ID:HWFReEPKM5 COSF y9]Vµzym2LYE CbsLtm�%izDCTrnEPpVP10$ LOAD CAW(S) Slantlrd 3)10 Dead a Fbor Lhn(unbelen,sad)Lumber Inaeese-t 0a,PI95a Inbe9b•1.W UnO Loam(p0) VMa0-1B 7,1-2=192,2-9=-13 C.a.ntreleE Laad.(lb) Vel''1=]9] d)2nd Ce ai♦Flw finds,(unbe orad :Undid. 16966=1m,Plele lnneaee=1 pp Unl.Lam(plD Vat 10.19•-7,1-2•-138,2-8=-07 Colcentabd LOW.(lb) VM:1=]87 5)3m unbalanced Deed:umber Inuee.=1 W.PW.Imee.•1.00 Unft.Loam(PV) Van:10.1947,1-z IW.2-9=13 Collwn'rebd Wads(lb) Ven: 7W 1= 9)aM unb sdsl d DMd:Lumber Inuem•100,PIMs Increase=lm UnWrri LOW.(PO) CoacenVeled Loam(lb) Ven:1=]97 7)15'tluse Dead t Floor Lh (unbeW1 ):Lumbo Inoeese-1 m,Plate Image=l OD Unddam LOW.(PIB Ven.10.18=7.1-2=130,ME 7,09-13 GOncNIbNW WW.(lb) Ven'.1=]97 0)bad Sind.Dud t Fbar LNe)unbalmnCW):Wander Inaeese-1.W,Pleb In deaae=1 W UnXum Load.(PIB Ven:10.18=].1-2=19$2-Y 13,&8 67 Con.n'lebd Loetl.(lb) Ven:1-797 9)3N Uese Deed Lumber Inuea.e-1 m,PlateInmd,s,=1.00 UnOolm Lwm(pIU VW:10.19=],1-2=130,2E=0].09=13 CommnhNW Laws(lb) Ven:1-]9] 10)dM Ma.Dead Lumbrr Ines.=1.1%1,PWW Inwe.•tm Undid.Lgd,IplD Ven'.10.19•-],1-2M92,2-513,59-67 Gm6eMlaled Loads(M) Ven:l--]9] �OeUNlwm reuum rcaamn Nie renors ml�deven eases, l pbiarc rt[.erndxca v.So.Nx adsnsndesrrn[ ryup[n peremee¢sMrvn,and is b,en lMmeuel end lam �saa I'.m.'S'd. me ewama.1-1-1ro 1111 .vylbWM[adetlpn wlaaad-and dna dyy—Waaeule dIIaan ald she dMar :enpa.apn. nanp malwlN umv�a�nl ellNilllvmmen ewiUw...6.nwm[Ildw m.mu,a do F. d il.m n. N.nne Mil s,---'ae,N�Nby anald vrewm.�vevee.nn vnw�N.v�wn.l mym.Ie Pvp.redaI oven Sds ua wFp eue ana nmuvery..I..T-S e,etine Saa IIs new..yTema Ne imnal6 .09 ecelaWlry CanbnM etlNy lMnmullen avawwe lmm iruzs Fele ln9nxe.ale Nl��wt Wb913,FbvnE aSVPZlf 10. n�mp R 'df Tnwa Txes Typo Ory Py it0]tVl. iso MIIR T. R dMen FFCdaex. #HWM.Fl]]2M 7,&OaPp1e A16 zymaeWM.OhsLIIt W,_A(0C SYt]P2O ID:XWSRaEPK1A9/eCO3k5Rt9'+Vq-zymIlYEMryL11LLImycJ:O}C2RF.rgVp2013zY'MX 614 HF1-1d-i F-11 178 arab=ta09 as,= 1. 1.as 15q 39= 98 N= 15611 1 3 5 4 5 0 ] 8 G 10 11 12 13 q I9 26 27 a 35 34 25 YL 11 20 19 18 17 iB 15 N Ides M= 15611 bS FP= 15311 15611 tAb Is tut 11a i 1W 12 x i z i]�s aaso2 teras Plate ORsa L DIND(psf) SPACING- 14 U CSI. DEFL. In (bc) 11"M UC PLATER GR® TCLL 40.0 Plate Grip DOL 1W TC 043 Verdi 4m3 18 >m 380 W20 2"190 TOOL 10.0 Lumber DOL 19D BC 032 Vitl -005 1616 >M 240 BCLL D.0 Rap Stas.Inv NO V.B 033 HDIz(iL) 4.01 W We We BCDL 50 Code FBC2014/fP12007 (M4tra) V"Int:130 lb FT•20MF,ME LUMBER- SPACING. TOP CHORD 2x45PNo.2(Bet) TOPCHORD SWdutal wom eM1eMbG tl'xeply applied m64)-0mpudFs, except BOTCHORD 2x45PNo.2(ds9 end vmkale. MBS a4 SP No stand) BOT CHORD Rigid telling dFecgy applied or mamong. REACTIONS. (Iblood) 14=952/MOCM1BOi41,2]•159&054,20=Bt1/J30 Max Grav 14=365(1C 11),27=1618(LO 3),2NB14(LC 4) FORCES. (Ib)-Mex.COmpJMax.Ten.-Allfwas 250(M)orlessseceptwTen shown. TOP CHORD 1}14•-361p,1-2b ,24�M,3 —Vifft0i —19]1439,55=-19]/438, 6]-111402,8-9.43110,8-f0•J31N,10-11= 7&&.1412-5]510 BOTCHORD 2627= .2528—B21p,24-25•i3B1197,2334•i3&197.U-23= Ul70, 21-23411&1]0.2021=51M.Ill M,Ila-li Cb2]9,1]-10-015]5. 161]=015]5.1616=014]3 NESS 2-27=51110,]-20=79410,1-27-136110,2-28.10515,7-21M325,32049510. 521•-31&4,325=102]5,425=2919.1}15.0.981,]-19.10515,12-15•-35910. 619 W 916,610=01282.1 NOTES- (0) 1)Untmeanred Bwr IW loads neve been weal forthis doeigrt 2)All plates are W NI'M unless o1M1ervW indicated. 3)Rsfer to gadegq for Wv to Was mnnedions. 4)Loa!ra (s)1,2,3,4,5,6,],8,9,10,11,12,13,14,15.18,1].10 M1aLM1eve beenmMlled.BUIWNgdeslgnermuareviewbaleto wrdy Mtl Mayarem Mrfid Intendedux0f NieWu. 5)"SemvgN pXMbreaks'ndWing M1eele"Membx and lolly model ems used o the endoale and design of Nlatmee. 6)Rem mend M a ngWas.on edge,epemd et 100-0 cc ntl teaetrcd t0 eBM bu5e v.11n}1M(0.131'X 3')retie Stmn9Latks t0 be atladud t0 he a Nei Mer ends 01 RshaFM"her mean.. 7)CAUTION,Do net Bred Will.beckxerdo 8)TM1ismenu( mdg ud IsdesignedesenindiWual WiMhgmmpmenl. T esubebilityendusedthNmmpilidWanypv8 Wr Wilding Is the nespmsibilay of He building designer pv AN01 TPI 1 as referenced!W the Wilding was LOADCASE(8) &most 1)Own♦Floor Live(baenud):Lumber Ind,ww=l CO.Plate nowee=1.00 Undwir Loads(pll) Vert:14-28=4,1-13=87 COncemrared Lome(tie) Ven:1-1047 2)Gem:Lumbi Inueoe•1.03,Plate Increase=l W Unill Lome(plf) DpnlL�ued nVanp114-28=],1-1347 Ye4woaen We1xrPPxnd'+x11¢.10 ed] nN]xs A.icrIew Mr.uFersE PnO[nx.]nzi...tanvxprs eFFox osis. LVpe wNNr..-the eTM6,desenrs inb a 9e 5axe any uwegerae'ednaMvn,enEl bran nOMeual euueng mmponem nm ieuyvyelmm.Bebe ux,NetuXYFq Mipnel rtun wrXF1 EPpI=adery a n ramelm me poe�licna emtmaxnenmolee overall prmea.me•.axaaiMiabx i.bprtrem e.abea.eleewn�wa.e.eero,uem memeers enl F: n ueenanxe Pam +exec. 8 lewaw wwweld N.ely seem Pnwmx's el Pexdb w,axalmpnxe weceAae alh. weal m'e•Ixexwe.wnee. rmaNm.eame.cele.a.emnbnememonemeuaxaaeelma..r+l.ma.see ,,.Inrenwlb,man.ae eei eullaNaeonPen.n Baerva. mr.rbNxwe..vwnebrmm.maePxe mNnd..21.N.I..im.l.sne pf2.nNxm evtnez2°.a. :.r.°sFiafp '0' Truu T.T,,I 0.n pi, axle FBEBx F16 FYv Bueba RM141n, JglomM,Fl]x2M 1WIaM1BA1B4RM IMULIm.Inc.Teulu.neevien .. IDHWFRaEPN19L9yCOSkSRylNeR6KyTffEb] 310aYKM1Tr%MfiScwpn{3rsPVZV'MN LOAD CASE(S) SUWard ConMMnAWl LOMB(Ib) Veda-1047 3)tat DwU+Floor Lire(U,tulmced):Lumex Inueew•1.00,Plata Ivmee=1 W Union Load.(Pll) Vert:1420=4,1-7= 7,7-13=13 Cancenute l WWI(lbl Ven 1=104) 4)2nd Dead+Floor Live(unba@nwC):Wmbx Inueeae=l W,Pbbb iOu,1.09 Uniform Lads(PI) VM:1420=7,1-2=13.2-13=6] C .ftusd Loads(ib) Ven:1=1047 5)3rd Dead+Fbu Lire(unbend):Lumber Increase=l W,Plate Iiudau=l W Uniform Load.(PK) Vert'.14-28-7,1-2 57.2-7=13,7-13=E7 Commrhaled LOW.(Ib) Vena=1047 6)ate Dud+Flur uM(un Bala xid):Wmber inamee l M Pule inneaw=t W Unifdm Lade(PIO VM:14-28=),14x13,2-]•e],7-13=13 Conunuudl Leads(ib) Ved1-lN7 7)Stn unbaiezW Dead:Win.Irraeate=l W,Plate Increase=1.00 Uniform LOW.(Pif) Ven:10.20=7,1.]=6],7-13=13 ConuntutW Loads(In Vert 1=1047 8)6th unbabncW Dead -=W Inraeau-1.00,Plate Inmau=l W UnBam Waft(PKI Ven M28=7.1-2=13,2-13=-67 Contented Loads(lb) Ven'.1=-1047 9)N unbelanow Dud:Lumbar Inman-1A0,Pere Inaeaee=f.0] Unllolm Loads(P8) Vel 14-28-7,1-2-67,2-7•-13,7-13-67 CormnVeied Loads(ib) Vel:1 -1047 t0)61nunbeimudD :WmWiM 1W,PiMlnae9 lW uniform Leads(Pr) VM:14-20=],1.2=13.24=7.7-11-13 Concentrated Ludt(ib) VM:1=104] 11)1st dun DOW+Floor We(unbend):Lumber Increase=100,Plate Inaude=l W Uniform Wed.(PK) Ved:1428•-],1-2•-13,2-5--7,57 13,F13-67 Concenvtl d Wade(in Van 1.1"7 12)2nd Maes Deed+Feer LM(unbebncW):Umber Increase-103.Plate Inavau-1 W Unfform Wed.(PII) Vert 1420=7.14=-67,24=13,4-13•-67 CanuMuted LOW.(b) Ven:1=147 13)M Mase DOW 4 FbN WT(unbaimcW):Lumber Increase-1.00,Plate Inause=l W UnKmm Ludt(PK) VM:14-28=7,1-2=13,2-11--6),11-13--13 CorKemadWl Leads(lb) Vena=104] 14)4th Mese Dud+Flcar Live(eaba4nud).Lumber Moreau=1.00,Plate Inueau-1.00 UnKann WWI(PK) Ven:14-28-7,1-2--13,2-7"7.F10=13,10.13=67 ConombatW WWI(lb) Vert 1-1047 15)6M Mase Deed:waiver inaoae•1.00,Pore increase=lW W Oxrn LOW.(PX) Ven:14-28=).1-2•-13,2-Y-7,5-7-13,]-13=8] Conwnlratml Loed.(ib) Ven'.1=1047 16)Bm Mau Dud:Lumber tnause•1 W,Pate Inaute=IAO Unilam Waft(PM Ven'.14-28•-),1-2--67,24•-13.4-13-7 CMxnVated Load.(ib) V.1 1-11347 17)nn Meu DaW:camber tnaeese•1 W,Plate Inae9Ee=1 W Undorm Waft(PI) �ar�11 VIII 14-2a-7,1-2-13,2.11-67.11.13=13 Y W� nr'Me>gceamier•auie,aaoxo rta oe lresawmaw[o.we[n vEFFaaxca vaurTera m.ramuorae6opE uaE eeyi niareruumry'neat uneamwnrrenon.mlaeealacheeeee Dory u°an pnamnen¢noxn.orator l¢kunlneYmual euury.mp-nnnM " aye.me.me...mee.wma a.¢�e.c,�rwnrva•wl�®alp e,e.elyma".I.oam wccem�w��wal.maa..y.lmcu.osar nm�emw..aa"a;suew:�eio pn°.e"m wuex�:an�n.....;.... ,e"em..... F. mmwen..e a•�m.."a.M MR6k' Mine°"wmeama.e. w CFIWA,mwuSldBealre �y I.,,-—.m.Mmirm¢aRe nal�Ie,zleM.we4�r�ed�e dlx.FeveneB"iu�N°zxJ°i:m , M1�aFaWpnwr TW ,F.id T.R.,a 1xm JW Trvx T Twe arts D1y Pry nwie eo w sA]m FIXSouea, J�lImM.FlDbY ts IIW1O1n.Yt iNYvb14S1BID1]PgeJ e 16.HHIIFReEPN19LTeLOW3M5RVSRyeNq�YhPEII]_3YTVYINTr%MeBScuMij3mPVZT'tM1Y LORD CASE(S) Slae0em ConDenaLDeee(E) Ve.rtM 1=1047 18)ftcMawDeafLumWrinaxwO.W,Platalnawse=I.W UnMartn Ved 1428=7.1-2=13,2.7-57, M) D Vert'.1430=),t@=ll,Y,]•-e],1-10-13,10-13--67 Concmaetet 1-10O7 Vert t=t0 QwaWIM]-Ymryerap•pmxnsr•..mxEa0x0]ea ox IIBawpCtWEOMRX IEfEKFL110l Mi]naew.rWVfMe B6PIII/eE. un W]Mw N/wM MIieY®mnnxlore.iAle eerpn la Wxe onryusm pramelers sr,nn,aM Yben YpN1W NYanp w{arwa,M syam.Bebe urq Ne WYeNp Maignar munwMy NpeppuEl'ry NUev/i pnrtTeneM p;erl)Iraryv4 p'8 eetlpn YbNeovnM ek- n.pompe,M4Mrybseds ml Meonp ollwraW WnryMems,a» µ9ylgl ayYYYGMe,paeaasM eCileulltlnp Conlpm•n Ta".m Mio rfNery4R°nnNone M1om Tors PYu lnmeule.]1BN.Iee9nel,Yie Jl3,nbnneN,VPydls. Temq.R M10 JM T. T—Tm py, PN TmIlaral abod" FIB ..am. a t &YKeRFhXewa. JJiaXY.Fl�Y )Goa..rylaIDfaMRMlrpyriz,Iz."'a"ensebp Af]Ppe1 i Sl= ID.HI FRaEPAM"COSY yOWgRBKy EM173JMMINTrnsB9a!xf- 3mPVzY W 0-1-15 4m II 2Y II 315 II e6 II i~ 21 a Smle=T.1i3 9 19]_ 9 t.se II 4xa= B B 5 4M= w II �o n9 I no 612 tate 3We OSeM(%art- 1161-0ObBt M'Ot-0Edoel LOAUING(pan, SPACING- 1+0 CSI. OEFL In (hoc) I/dM Ud PLATES GRIP TCLL KtoPlate CHIPDOL 100 TC 0.42 vogi-L) 0.00 6 :999 350 MTW 244HW TCDL 100 Lumbar DOL 100 BC 0.12 Va11(TL) 0.00 6 X999 240 KILL 0.0 Rep StageIna NO WB 047 Haz(TL) D.01) 5 Na Na SCDL 5.0 COle FBC2014RPI2007 (Mehr) NyegM:341E FT 2056F.11%E LUMBER. BMCING. TOP CHORD 2x4 SP No.2(tM) TOP CHORD StruNael xvOE EM1eeNin tlimNy applietl a4-00 ac WHine, except BOT CHORD 2x4 SP No 2(Tel) and VMnals. MESS 2x4 SP No3(fltl) BOTCHORD Rpltl coding alreah,applied!a680 W bredn9. REACTIONS. hanging 5=80B,T1Yilenibl.7=2605r0-" Max UDIM5=0]P(LC3) FORCES. (Ibh-Mex.ComDlMex.Ten.-AllbrwE2W(IO)Dr lase exupt anm ebown. TOPCHORD 4-S�N"0.1-2b113]8.2-3•W13]9,34-WB19 BOTCHORD 6-7=01910 WEBS 2-]-31W.1-7=-1955T,M=0371,4"=12S4D.37=1039N NOTES- (B) 1)Unbelanua 000r Iive ba]s Maus been outs iaeretl brtllia tlugn. 2)RNer iomi h�n) lcmn a (b 0hers Ons. 3)Lend 1,2, lc,5.6 a (bym Wen Mwut. Main Mail nomaw easel 9]2N uplMalpim 5. 4)us. rase(s)1,2.3.4,S.6 M1es'M1eve Men m0dmad.Buil°npduMMr moat revaa bane r0 veNy gMueyero pblleplfame intended UEe0lmis wss. 51 'Sb.,-rpgid ma pir m sh b ncwain9 beefs'Member t ll t0-0 mooed wag uaetl n e e aNY YA IW( aMia w°°. 6)Reammen02x8eb[ M9 ir.,one.de epaud Y10.0-0 ereralestenetlro eecM1 was vA113100(0.131"%3")naffs. Stronpbeckero M CAUTION, ro net a eitneo-purer enas«restranetl by Mner means. T)C W ma N,ad re pmdred ttuu M ignW a. 0)TM1bmeiN eresp probud 1°a ebuilld a°an designer eAiSin9rn awed. The w9Meb entlu°e e, wmpanmlhreny peNwler building is Ne responsibility al Ne building beelpner Por NN31 TPI 1 n r&eren2a by Ma building Eotle. LOAD CASES) SlentleN 1)De st a Floor Live(belncetl):Lumber Maeaae-l.W,Plate InneeY=100 Untolm Wade both Ven:S"=7.1-2=192,2i-67 Concentrated!Loads pq Van 1-13M 2)Dead:Lumber In.-1.W,Plate Inneeae=lW Uniform Leads(pt) Ven 58-7,1-2 -192,2-0=67 ConeentraYd Loads,(to) Vim 1-13M 3)1a Dead i Floor LM habrianwa):Lumber Incradi LO,Pushe Inueese=1.00 Umform Leads(pM Ver�naa:X258=],1-2�-193,2413 Ya' �✓MeaarinFmmmrma are—Xp1S ONM8Y.O N4bQdWy IX/IEFEPE 1� .s.1C lm.fOONMeB6ME mete,.1.lnrun any.MTons—u-I Eeagn dalaMuar Mxn ping.Xv»'n mars br an inamaual Wi N g4ussman Fedora ux Nepullarsp bal°nernuYverrytlw yYlzMrigpnpn peranYmeena gope�tlnbcoryagelM1la adaa pn�IrbMo r� w"m"BuMea"u:u awro myo :°nor ew.mnlMwbawPonm wMm n emP wanes ..p WOW am.oseae arm eco Manybr Naos Wlvery,emlian.M Is.reswazr.—bear .gee RIaBNPX au.lm eullalN Gmp^�rbp BWsR.F.ID BtltlylMormetlon mllapb M1om True PNa lnmllW,ala X.rxarM,&Fe]f2,NeuNM1,VPYf1a Tnq,FL 3Yf0 Joe iws Truss Tlya Op' PN nmlmss evnet Fla FLCGi uRPFn I BWbnFYsl^awm, MInwMY.Fl]EN a ]NOeM 1B 3010 MRe91MWW.YC Tu4vA10IBd Al]Fye3 ID HWFRsEPH13 COSkSRyffNpRBI(yY h73pxYpIR%keBpcxS%1uJP�Y LOAD CASEIS) SI aM CtmcenAMW Loa .(lb) Von 1=13M 0)2nd CeadtFbRLive(unbBlvyad)'.Lumbar Inm =1W,PI IncldattCO UndPlm WW.)P0) Ven:"=7,1-2=135,2-4-67 Conrem WLoads Ob) Ven:1=-1330 5)3M unb WncoW DoW W W Imam-1.W,PlOo Ina0000=1 W unRam Laeds(Pm VM:5 —7,1-3=-19224=13 Commntr dLOMB Ob) Ven:1-13M 5)4th unbalanced De Lumber Ilvease=1.04 PWe Inane-1 W unitow Loads(PS) Ven'."=7.1-2=135,24. 7 CanceMaled WW.Ob) Van 1.13M Owavxlxo.v�iryemgr�Bv�nnvaamaaaoxO-goxma an muwao r aBFUBxeB sass9wem r...tOmv3atlae0FOR0 uaB. elT wg br�MmryNtlX uenm no.o— i„oes.ease.pdnh m.Pa'amnen ...00 a uvm nu rqualeuaom 000mpanmem.ria bn9 onZo. Bm gn 0000nmlto premlwtil v�mN�ir s n an�'moemamuno wy ema�e, no neimanem>m:mY �(• 9Wery.pmna kr neXYXyana to preeenl oolWpuvAX psSlde pertpnal�nWry ana propeM avnpe. orlooll9oll.o—neroo9too Rdlullon,doraGe.ENMry,xaopn aM Mny otlnwseNtrvv eyvemawoeldy GNW.0S89ane BCSI WIIwnO Gamm pene0(Oapery EY9W YM1rylMormatlen en a om rasa e n e. no" VA.11emry,iL M10 JM T. Tuaa Typ Cry Pry BB@e] 11 4T1%ILW PYltlenfypdarm, ,WaaMa,FlB}]N 1LOeM 16A18MRek IrbWY.Iz.Th Wad IB W'.W]M]Ppe1 IDHW£ReE Aft9ys OSMSRyYN KIYTEh7 3gwYI9TIXY.5lwe%g1,_L�Y'HW 61-0 Ne= Ft— r� 2113aTn T12a II 4 $aM•1]1d 10 Ii G 9 1.99= a I90 II a= 8 0 6 r4a= 4th II I Pe, MM X 6:61-0FA 1-0EO e LOADING(pan) SPACING 1-4L CBI. DEFL. In (1,c) gond UO PLATES GRIP TOLL 40.0 Pas Grip DOL 1.00 TC DEM VereLL) L.65 88 >SM 360 MT20 244!190 TCOL 100LumM DOL 100 BC 069 Ven(TL) -old >2B4 240 KILL 00 Rep Stress,Ina NO M 0,41 Hord(TL) LA0 5 Na Na BCDL BO Code FBC2014TPG007 (MMis) Might 27 Ib FT•20%F,11%E LUMBER. BRACING- TOPCHORD 2a4SPM31(M) TOPCHORD B uralw000ahe iMdbe appllWw bwpudins. axwN BOT CHORD WSP M31(M) endvMiule. 61983 2x4 SP No3(OM) BOTCHORD Rigid ceiling directly appliad a 6L oc Monona. REACTIONS. (lb1side) S•-081Rdectwnlcal,7=2724th" Max UpIMSa-925(LC 3) FORCES. (Ib)-MMI.Cp Pp ,Ten.-Allfartes250(b)mlesaexwptwhen Mw.n. TOPCHORD 45•N1W],1-2=N1133.2-0--011139.3d•Wi133 BOTCHORD 6-7-11330 WEBS 2-7-76M01-7=9IMW,4b170W,36. 27 Ni (B) 1)Unbalsooal floor INa bads neve been cmalderal Mbla design. 2)R=to gsder(s)W Was b Visas ornedions. 3)ROVMeeo mbnM War, ical connection(by others) as to be ,PWW capable N wHM1slending 92511,uplM Mpint 5, 4)Load caem)1,2,3,4,5,8,T,0,9,10 naaMdve tem mod Hied.BuiNmg designer mu al review loads to verify that they em wRM for Me inMMM use 0tW Wsa. 5)Semi-rigid pMbreaks IneLdn9 NeNY Manner rind Tuity nicht aria uaetl in iM analysis and design of thIs Was. 6)Rewmmend LBslmngWOs.onedge,spawd M1640 mendfastenedtoeM Wuw 3100(0.131'X8)nalls. 9mng1,8Msb be MWIM to wMN M Hbi Mer ends or mabelmd by ander means. T)LTUTI0N.Oc not meet truss beckwatla. 8)IDlsmanu =mdpmduaisdesgnWesmindividual Wlldngca nent TM1esuiteNI4sduseathisw pmntroranypan' lw WIMng Ic91e msWna11,11Hy c1Me buiNnp tlesamr pa ANSI TPI 1 ea refemnwd by iM1e Wildng wh. LOADCASIIS) Standard 1)Deal s Floor Live(uMddi LumM InmeMe=1.00 Pies Indreese•tM Ungpm LOala(Ptl) Vert:"B 7,1-4•87 ConcanMal LOale(1,) Ved:1.1588 2)Deal:LMnbM Inaesee=100 PIMd Inacase•1.00 Untlam Lcale(In Ven:58=7,147 Concentrated!Wed.(b) Ven:t-1589 3)iM Deed r Fbar L"(unMlarni Lumber Imnandi W,Pass Interesse=l 03 IJnllonn Loads(pith GGpp^�r11�� �������11 Vas", X�58 -7,1-2-67,2-4=13 2MANNdpvwre ZNaa premwewrertwoxo]E4 ox ms.addwc.v]MtpErtw[xcE enoeay.]m m.fav>mIs a. Al.'wnmgon.Theease'da.eeonvoWnneperarreleaelo.n,snare or.n,wlrm-1 wllene=nmpnnmtnu W p5 mora rineaddingMymrnusnlM eep iuniM elnpamnlen mE pr ,n Wiffirtnun-sanlmo meovma t pmmnbpN�i we lodaa.nwa..ae.nerar mnrem.mmreom. mmmlan-,ampannarndbaa�np MIT6k' .eiiM,�emo mrl. po:eaa peeorel nrvrv+ne prap.rrymmao.. oroemm.evmammnsidn %1191 anise om v Iv ntlninaawNz�e NnL�Saeel6 Ax]1 evn�IA.11 aMY.mi and eca Bananas cernperW dap lase Fal and ea r u e 'nsm fL a%m y4 Tum Tnue TM Ory Py NIRM [�2 F1i fb/ BB1e.gp9pme, ylv.my,Fl]]3Y ]HCOSkSR n1e NRmlmutlh7 YMI 4nAle:%:W ghj3I 3 IONWFBSEPN19L9yeLO3MNiyJ'Nq�RBKyVtFEM1T 3Y VINTr%K51cg9XgM1j3kPVEYMY LOMCRSE(S) Standard Gonan0ele0 Lads ON Ven'.1=158B 4)2nd Dead!+Fk Love(Ur Mlane ):Lumbi Inu ae=l W,Pleb Incmw=1.00 Unnolm Lad.(pm Ven:54-2,1-2=13.24-6] Conanlmled Loeb(lb) Ven'.1-1588 5)3rd unbalaoed Deed:Lumber Ina w=l W,Plme Incream=1 W Un80a Lobs(pe) Ven:SB=7.1-2= 7.24-13 Conre"ad Weds Ob) Van '-15M 8)d h unbela.Oeed.Wnn rIncream=l W,Plein lamaa.=1.X UnBcrm Lads(Pt) VW:U-7.1-2-13.24= 7 Concent/ded Lads(lb) Vent:1=1588 1)1at0ae Dad♦Fb LW(unbelnad):WmWrInaeaae=l.X,Plate Increase=lW Uniform Lads(p18 Ven'.M7.1-2-13.2-3 7,3I 13 Caamrated Loads(lb) Vert'.1=1588 8)2nd Uiem Nadi.Fb Lire(uabalanoed):Wmber Increase=l W,PMe Irlwam=1.X Und0a Lade(pd) Ven:58 I,14=67 Concxmaled LOeb(lb) Ven:1-1588 9)M Mase D. Lumber Irrneeae•1 W,Plate Iaeem=1 W unnam Lads(plf) VM:"=7.1-2-13,2. 7,3 —13 COnan"bad Lads(lb) VM:1=1580 10)6N Mew DaW WmW Inpeme=l W,PMeIncreem-iM UnHorm Lads(pd) VM:"=7,14=87 Lonantreled Laa(lb) VM:1-1590 pw.aurae- .weee,Po,.,.m.r....aa�aeoresa,ws avoraarao..reKaeFP.a loov:a:Iad� aroul� oeep�v'M...,�laain. III ee.Awrm.iry�rahnineae.ii.emelao�ea�ne.mw�^r,..l...ma�.ea.o.na..emeeAw.,ee�n.w.�Ao.r.A.euni.nwemru.eo.ma ran,..�n� ro��mAA«.+mm+,Aa. m e MRB( wu.w'ah wI-1llury.1WPoMmm9e ��peNrytm lh - m.tlorpe,Oe�wry,aetl%aMp neWW 31BNeLx 9lrM euis,.see µsVFsso�aiM aa�oeeaeena aLSleundlna cempmem eaII., eeAe. eH7�lnHmutl em rma e e e, Terp.iL ENIO ,kb Trvn FYran Typ Gy pty 4®93 Fla B it%IBY] 9andere 6wm, JWpn1e,Fl933M tlpeOp IBA19W]MIIMUYka ln[.TU Mer3919:OB:lo."Fpt ID:HWF PWtgLOMCOSk "NqN MDBe9Rh P 43yBI OBTGN.(]Bj%lC YTB Mall 1m m= mFF= 9Y4= 41w= aJY 1 2 9 4 5 a ] 8 B 10 11 13 19 q I4 1 M 14 29 II 21 p 18 1B 17 19 15 14 I 4a4= 3M= MFP= m= lsall m= m= w— a1)= 1L3 m= Plele Ol1a51e 1X Y)- tE0ro61-01113'0. -B EOae LOADING(par) SPACING- 1i OSI. DEFL In (loc) Poen L18 pl Qm GRIP TCM 40.0 Plain Grip OOL 1.00 TC VmILy -0.a 19-20 >9B9 360 MT20 24W190 TCD. 10.0 Winner DOL 1.00 BC 00.85.58 V."i -am 120 -M 240 BCLL 0.0 Rap Sveaalnar YES WB 0.45 H.WM) 406 14 We We M BCDL 5.0 CB FBC2G14]IP12WT (middle) WagM:119lb 17-24%F,11%E WING ER- BRACING- TOP CHORD 2x4SPNo.2(M) TOPCHORD $WChlrel woof arieelNinBetrectlyapPlieam809MPudnf, exMp1 BOTCHORD 2114 SP No.2(M)E.W end nri I4-U:2x4SPk13Idaq BOTCHORD Rigid tellily directly applied or 1009 M adorns, MEE 24 SP No.3(Bep REACTIONS. (limes) 25-7930-&B,14-79310.38 FORCES. (Ib)-M .CMPJMM.Ten.-Aet%cea2W(0)orkssexcaptMme m. TOP CHORD 1-2 MIV9,1}14=]090,1-2=614/0.2-3=182-3=10041),3d--230Tro,4-5--230]10, 8-- 5287810,57=27520,]8=2]5X0.69=230810,9-10--230810,1611=23080, 1412=1BWO'12-13-61M BOT CHORD 2}24911188,2D23tl'AM,21-2292004.20.21 568,19-2092752,18-19-62752, 17-IM- 0,549,1617-W21101,1516=0/1109 WEBSt}15 ,1-2M6948,12-15=9140,2-24=91210,12-1691560,2-23.0980, 11-16--&149,}23=63500,11-1]91474.}21.4488,617--60900,521-4601), 618--Wv15,5X =W,6-20=3651137 NOTES- (4) 1)I1nMian�dfloor IivelOdanevebem amid° twiMadeign. 2)SemFrgid plolibreaks inCludng bank'Me%bn and Nl1y%MOI was used in Me analysis and deei,INMl°Wea. 3) be xBIM%cm1eMntlto .11a M their older ends endsor reaMaM11P0.other Means nena O) lmdreMuMpaeegnWuaniMi al6011011i. tevhe`tl11toTheaetll uWeabsiliwiNen}d 1u0s8(IN0.i1l3a1m3ry")nnaiMls.w$VaOnnygpbeBlLku4ts0r Wilding is Me rrenmaibllXy MMe Wilding aeaamr Far hN91 TPI In relerented by the buNinq wde. Awn,ead.vapy eavpn MwernmvaeMRFAp X%EH ON Maal0 NL4.tCEp YffFKFFMICEMnYe]I]a m.IMapM9ePOM0el. b van iaela aYYpn laWWenN upspYUMm Mwn wa Y9xen NnlYhMpmryaM,nq ame ue:auer'nmal.elvrm.AplioaliM aaaBewlema.aelun�I.Iareane Meig,.uMwan96mexalee l5roprerem 4wllnp uleYn9W 4w wEa1W>eglE membn mM lmpwryWpem�wwx[mxq re aueuM seen pnvenlmlupxwnn p[aude panwllnury W propMybmeie.Fapemnl BOYnolpeNp ml-eeliery,eMi[n ane Eretinp[nna211ry[—rayaemr.w gNBVIPI1 WeleyCTwY.natleN MMaullYnp Compwl�r anlpW Faya1.6 e.m. ay.iMal.n[minae FMa manor..ne lea sen.mn.al3.a.weexa.vn mH_ imi{R x910 Job Tus Tluse Typ Dry W/ it0]tO6M goods FIB Fka ] R guldmfYa6num, JarbaniY Fla3]M ]b0eMr193n16 MneFInGUNIn.F[.TUMv91B50't1ID1]Ppl 10:HHIIFRsEPH1ABre(ASN5Ry W4)NN5 -iiJDIFmyJMR8VJc9kVldXRtl10BNGaU0sYXU 1.11.8 Srla-uza Ice II m= 411= b9= 1.cc 1she m= ad ILA m= aFP= W= 'ne 1 2 9 5 0 7 B 0 1011 12 15 35 as 35 II 21 M 10 1B 17 18 15 Ia is6 aha= 8.9= aFP= m= t.m m= m= aw, an= 1.5J SM= Pte 1 13:0.1-0 LOADING(W SPACIi ti-0 CSI. DEFL. In Goc) ,dell UE F TES GRIP TCLL b0 PMM OrIp DDL 1.00 TC 056 Ve0(LL) U.21 18 •919 360 MT20 24411041 TCDL 10.0 camber DOL 1.00 OC 055 Ven(TL) -03319-20 •M 240 BCLL 0.0 ReP Saidus nGr VB$ M 044 HOR(TL) 0.05 14 We We BCDL 5.0 Code FBC21HA PI2(0] (Mim.) W1figM:119W FT F.1196E LUMBER- BRACING- TOP CHORD ZA1SPNo.2(M) TOPCHORD Structural wood sMMhFg directly applied or 600 M Pullin.. except BOTCHORD 2a4SPNo.2(M)'Eiroew and wendal 1422:2x4 SP M Indrat) BOT CHORD Rigid ceiling Sho dN.,plied or 100.0 a breGrq. WEBS 2x4$a No.3(M) REACTIONS, (Musical 25.71114-7SNAeMan.al FORCES. (Ib)-Mex.Corrp.IMex.Ten.-Aliforms250(lb).r Neeeamplwnen8.ovm. TOP CHORD 1-2 ---]TSN.1314=PTq,L2=60140.2Y 1577N,3-4-2261 4-5--2263/0, "=261510.6-7=265IM.741=269140.&9-UB4AI.&10•-226140,10.11--2264/0. 11-4�15TB10,12-13• 0 BOTGHORD Y}24Qr11740,22-23.31969,21-2YW196920.2192513.1&20=u28A1,18-19-N26111, 17-16-a2417,16-17a1966.15-1(1 WEBS 1}15.0932,1-2491032.12-15--9004),2-24=119&D 12.16w(i 2-23.4646, B-18s23=62110,120=-33I60.121 Ya5a.6.1]=36B9,5-21=-36&9, o-19--16ran,szamrzTe.Szo=i+enae NOTES- (5) 1)Unbalancetl Hoof INe Imdn have Eeen conagered brNh dealgn. 3)Raterto gIN 1 rar Wsslu Wg8I Islander e. 3)Reccirgldd2c6 tromairksbcis agge,Mgseclendfully modelwasm"used W01e enaY and 1W( .11isign 'XX'). O)bewac'M 2x6 8b at their outer on a ds SrNAd reassesses b, 0 ec and faelmed io e.]I Wx wi1M1 310tl 10.131'X S')ndila. SYmrlgbatlu b beeX anuf1owallsat WertablergnMamiMiyWal WM1er means. 5) building is the res pallid bdaepnetlea aliig ier Far Wildlngmmpomenl. Tlla euHthe byanduse WiM1is component solely pNialler Wildlnl Ia 0e reap[na10110y al Ne buildng designer per ANSI TPI 1 as relerenmd by the building o3de. A .we-Veay.,wawFEeouwmds oe..MCL..o,,wmcNwAsca✓acEh X744,-.ledwe]xeFrva[uSE CeEpnnlw Nuvemryvlu unwmwrecmn.mrscez9n is eesea Dory ugn,area+ereennen.ane le mran In vleuelwlmwq Componwn,np aygern.0ebauee.ue human rem-1i vmry 0e epplluWlry a oeelen pnenewn+vw p,,myW1WM las d-Al lint: - W aEiµhtd a.enn. .nenn F6'mM Mbpnwu Mulrpminelmhuel bues..hanelnreve m.mmrennry. i.m .n. wwnlaenuatlnn MiTek' ya rpulM Mmhutr/ne uprmm¢Ympse xm Po.weperwnY uyry MpapM Eemvae. enliulaze repeiuing0n ..n, ..St3As-r pmge.r.wa,, mmex..m.-min--e-a-- -I,C.,05.dda.cSl aullaln.cwnpamm @J1PSYa FaY law ertRy I.... Brew m..me Mae Sant . , dre VA 3 .n 2314. TErl 11 arm hb T. Tuv Typ py po G@9] F1p ryq' + IMl. ' BUIMYe AeCYaao, JWpMa,Fla]2N )Mp.,ea .'sneWhlw,Inc.Tw Nu0163a:1+A9Pea+ 10'HHrFASEPMI9L9ieC09k5RytYNeHW31aL1UgFmTJIwR6Y.F9kV00%oiyGBNG1UOEYMI 0.1, Bub=t'!]3 4th= t.m 15th= 9th= 151311 13611 ab Fp= aN= W= + z 3 4 s e ] a 9 10 11 12 13 I$ 25 2/ Y! 22 21 ID 11 1. 17 10 15 14 4th= 3M= Wfp=19= 1.w 11 al 9M= 4v4= 1EYl II 8O I PWe glob JXY)- HEUpe0.1d 13'01-0Edoel LOADING(psl) SPACING- 1i-0 CBI. DEFL M (kc) IIdell Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 100 TC 0.53 Vet(LL) 431 19-20 >999 380 I11M 2441190 TCDL 100 Lumber DOL 100 BC 055 Vep(TL) L.32 1920 >791 240 BOLL OD Rep Streppa YES NO OM Hoxz(IL) 0.05 14 We nla ,DL 50 Code FBC2014TPI2007 (Mans) Mighti20p FT=20%F.11%E LUMBER- BRACING- TOPCHORD 2a4SPNo2MaM TOP CHORD SWduMwroodehealhing Ehecllyappge ma mpudins, except BOTCHORD 2X4SP No2(Bp)-Eosear end veM.11. 14-22:2P4SPM3Ih1iM BOT CHORD Right milia,directly applied or 1060 m brecpg. NEB3 2,,4 SP No3(BM) REACTIONS. (Iblarse) 25=)]BrOS0,14-780'Metlarldal FORCES. (p).Men.(AmpJMm.Ten.-NII b1¢c350(IB)m Wcexcept'Men ellOwn. TOP CHORD 2526=TI29,1-z8--n2A1,131Y-n5ro,1-2=-8309,2. -If 2ro,3 1=2266/0. 4�5=22SE9.56=260]N,9)--2Beero,7433 -26BBN,"=2255K),9-10=225510. 1011=22559,11-12--15729,12-13=E0M BOTCHORD 2324 '1190,Y 23=N1977,21.22=N19)i.20.21=12511.19- U 2683,1919=(X666, 1)-18.02486,18.1]9'1959.16-IM0116] NESS 1315.0929.1-&M11824.12-t5=d9)N,2-24-6390,12-16NB43,243-0.937, 11-16-6149,323=6139,it-1)W45],321-0445,8-1]=,3629,521-3]69. 8-18=201465 S20S 6],6-20--329142 NOTES- (7) 1)Jnbmr,red floor live kn ds nave Won doneidered for Ihie design. 2)All plates are 3x3 MT20 unpb oftembe IndiEAed. 3)Rebr to 9iNega)for Was to"in connections 4)-SemirpM p tchromaks including heel6'Member end fishy model yds used in Me analysis eM design UMIs Wsa. 5)Recommend 46 plvn9backa,m edge,apemtl.110.0.0 ac nd fearoned 1p etch Wes wN13100(0.131'X 3")netts. Strmgbecbt. Be allaened 1p well.at their inner ends or lesvmned by other mean.. 6)CNIITON,Do nor eM Wes backwards. 7)cob manNadured product H designed as an ineividuel bulking mmppnenl. me wNbi1M and use orthe..,me for an,barfvvlar building is Me rannorsibilhy of the building designer per ANSI TPI 1 as Warranted by the Wilding code. Qwa6raxp.vwnw.n,am,1.q,,.mBEaoxprea lux ms.en,xnLospllaruBrercEP.eaEn..iaam.I.w4.ra.EsaxsbsE. n� mlY upanagn rn Ytwe. Pon," on Nen —the nig vaeryemenNwue use�menuuE®a eeVle'1n alx�elMm..pnl�ireellMdeeegnpmamexnana pupenY1xmrnue..°n lnmme ower else e.xyn. eae.q.awlen l:xopa..m elKu�na minelgell.lww.w.nvo�mom ln.mul.stet. .m w^•ga+lgmnp Igeewwwn lrt sum ennlo prtnemmu.n.e'nm paWWlsmulmknyeq prtgnyeamaee. oraeneM �WliCee etleylM mer°mb,e elue'i:mmir es:vinei°AnNea39x Vshsasob91Z<MnaaaV =14 CMarIL oe .M alaWlry Canaellwt eMe aaMbe®.tl rw1e.,n aeeD Jop Toa Tmas Tyle ON Py nmlN]D 09E@ F21 Bml ] all FYW^-aam. Assers.,FI]xM ]&OeM IBAm YTetl... Thu..arse'.."Pi IO:Hro RsEPMt0Lg"COSkSR q A4Av15_2CW MDII 61-0 H 1� r -11a� due• s 1xi0 1510= lm 1bo 1m= 0 3 a 5 9 T e B 10 it �$ 19 1B 17 18 15 14 19 12 401= Me= Isp ax= PMIe �W I LOADING(pod) SPACWO- ti9 CSI. DEFL. N III goal! LM PLATES GRIP TCLL b.0 PMN Grip OOL 100 TC Oil VeNLL) -0.18 1518 >999 350 MTN 2401190 TCDL 10.0 Wmber Dol 100 BC 0.52 Vei -0.26 1518 >i95 240 BCLL 0.0 Rep Bbess 1. YE$ W3 0.39 Hoi Cost 11 We we BOOL 5.0 Code FBC2014]TP120O] (MIM) WeipM:107lb FT•20%F,11%E LUMBER- BRACING- TOP CHORD 2x46PNa2dW) TOPCHORD Sbudumix Me Mgdk yapplladv8 MMHMs, uoapl BOTCHORD 2x4SPM31(fW) and Vcv9cels. Al .43P No3(Ilat) BOTCHORD Rigal calling Oiredi apRle60r I Di oc daring. REACTIONS. (dsres) 20=6851068,11�B5ro3d FORCES. (b)-Mu,CompJMu.Ten.-All fortes NO(Ib)or Was except"an shown. TOP CHORD 20.214019.1-21=8801),11-32•-Beero,10-22-88801,1-2-04901.2-3=13611).M—ISS39,45•-186301, 66=207]00,6-]=199500,7d=19851),59•-131501,9-10•-5551) BOTCHORD 15- 10. 01101]-180161619-.0.2850111-15=D9131 �16&,12-13>g MME 9-12=760.9.2-19=]]31),9,13=01495.2-180411521.&I 3—Mi 31549500. B-14011585 T-14•-252A,31]x01320.017=25101,6-16=15M284 NOTES (5) 1)Unbalanc 5001IWlwdshl [ enwnside Wrthis Oevgn, 2)All plWes are 3e3 MTN unless Musicians Indicated. 3)-Sam-rigid pAcbbreaks including M1eab'Mem[x end Mary model was used M Me aresses and chard,dthis true. 4)Recommend916s ngbacks,onedge,space]W1"-0 ocendfastened Neecb Wsewith 31st(0,131"X3')nails. SOmpedurto baatecnMtowallsWIM0Wttmdsor2 mil byoNermeans. 5)TMs manufactured product Is designed esen Mdividual Wilding wmpment ThewlMdlOmdusedMis WmponwifwanypaN lr W(Ming is In,responsibllAy of the building designer per ANSI M I as referenced by Me banking cads. Qwaanlaa.vxsewpn..T.•wve.neuao NONsoN mI.n,pirwe.—hu nsaacar-lusaal m.liIII. eesort[usa. sure r p41w Bron!..are PwB monsoon.iMsenlen h ep"car.yupas pmamnem sMvn•tla I Inentluv,eu115.'s eronenl.nd ."i Eealgne�mun renry Ne wpllueATyNaLpn pammmmrepmp.MK^waarpoelagnlmot...ir Mncnei 1.I ...rp,.l-saemeawIii1—calmilso1larom.m1For�ierea m 1.eiulleaMroHam, MiTek' vbvryrtpulrtaro.1-,6. npnanmlYpaevnnpaavdepenonelvquly ew pmgM aempe. vesrtrvl Bo IdIM Yaape,aermry.e�Mbn enE Snnng ollrvaaeasna Msssyslems,w µByrryl pulXyeM•N........a 9cSI Bu1101nB Cemp11W ..IsFache IEmI S. SVMy WYrmetlm ewlYusaam iruu PW Innnlne,]IB N.Lee Slrtel,SOAe]r3.NauNN.VAID11. {vmp.FL%910 "M T, TonTyp Oty pt, al fa M1an0�EA I it olfa 6ukMe R.9n�n, J,rlaortAb,Fl]IIal 1N9aIp1p A1BMRHIMOMr.Iz.Tru Hvatmas'son,bee, 111 1b3= ID:HFkF PNKISyn(.OSk$R Npip1Av18_2NQ Te]5kOY8N( vQp lNUPlppg Ofaye II 1m II 3e II TIu429 We II 1H 'tl ill 10 • 5ry.1]1.3 1 des_ B 130 II �= FASTEN TRUSS TO BEARING FOR e B 5 TME UPLIFT REACTION SIpWN MIRE PERMITTING W UPWARD MOVEMENT OF TIE BEARING. am= ae II dlA nt1A i floc Plat Offeals,M.Yl- 1: .O1O EtlFOI-S,Eckdal LOADING(pen SPACING. 1+0 CBI. OEFL M (roc) Well W MUTES GRIP TCLL 40.0 Plate GNP DOL 1.W TC 0.46 VM(LLt -0.OS - -- 380 MT20 24N190 TCDL 10.0 Lumber DOL 1W BC 0.58 VM(TL) -0.113 56 >M SO BCU- 0.11 Rep Street luq NO NA 0.41Harz(TL) 4.W 5 Na its BCDL 50 Cede FBC2014JTPI2007 (Maw) MIMI:31 Ib FT•20%F,11%E LUMBER- BRACING- TOPCHORD2x45PM31(8M) TOP CHORD SWdurelynoMshl ingdk yapplWw3lMO pudin . exp BOTCHORD 2WSPN02(M) and veNrels. WEBS 2x4 SP No.B(8M1 BOT CHORD Rgld mhbq duwdryapsied ore-0-0 m br Mg. REACTIONS. (liver 5=5981dachanteal,7.27311 Mu UpIN5-636(LC 3) FORCES. (b)-Mm.ComplMax.Ten.-All burble 250(Ib)or Nee crop when eNDwn. TOP CHORD 4-SOBBt,1-29/ID13,2.3_-N1006.}10911 W6,410•N1006 BOTCHORD 6-7- V NESS 2-]=146&0.1-]=1490.0,45=14T&G,3O•M855 NOTES. (11) 1)UnMlan¢tl Boor We beds have been canaldwM fw Mis design 2)Rehr to giNerts)for W oto Was wnnedbns. 3)Provide me stabiral connestim(by fillers)of W ss to beenng Fate capable of enthstending 5381b uplM in joint 5. 4)Lo9E Wsdm)1,2.3,4.5.B hafl9leve been modifed.Building designer must mvwx beds to verity Mat May are mnect for the intended usedthis Wsa. 5)'SemingM p1cflbmeks Including beau^Member end ferny,model eau used in the analysis and design dMis Man, 6)Recommendh6slmngbecM.,medge,spacedM10-0-0 mendfaMmedbe Ww Mild3100(0.131'%3')naib, Stmngtmcksto be aMCMtl b wale At their curer ends or fe rmined by other meant. 7)CAUTION,Do not .Russ backward.. 8)Use Sinpson SVcng-TM THA426(8-160 Singer,&I M!Tons)w equivalent M 2-164 M1wn Me hall and to connect buss ars)to front fes dbpohdd. 9)Fill.11 nein holes M.things,is In contad wXb lumber. 10)In Me LOAD CASE(S)admen,loads applied b Me had of the Was are noted nhOM(F)0r beck IBL 11)ThaismenNadumdpmdud IsdesignedasenndNWwlbWNMgmmp . Tnewka ilkyendueedthancomponentbrany parIXvler building is Me maponsiblbry,0M Wiping designer wANSI TPI 1 As Referenced by the building odda. LOAD CABINS) Standard 1)Dead♦France Luse(balanced):Lumber Inaeme=l.GO,Plate Inchadd .110 Unlwm Loads(ph) Ven'.50•-7,1-24182,24-67 CmNentrtletl Loads,did) Ven:1=12]610-418(F) 2)Dead Mr Inweeae•1 W,Plate bemau=l W Unlmn Leads(g0 ��t1n11,..^Vest:�58=>.1-2•-1g2,2-4-67 ,&V&Mr".•rR'e gnm-in•n•M amt aorta os,uWAvV xrcLlgaoYfFN REFEAEMF PIOF•F]maw.tPPYl0le960RE U.E. DoW 1H rB.1.1P.�w-r—.Mvm ft,-..onn,4•ramWavcna.Nabma4WUl WashN¢mW�an.na �• :m—rva"aa4ea 'o—I a —rmlyma appi•anYAya 1-01 Wnmavme pq rav11.Me a•epn unto In.Dram ..tam.M.�nar„'aee�lnv.nMinn all. �nn;e »toe .h'��n�auww.lrw�n. avalWXenan F° c:,.~I°°mnirmadansmthe aauaam MRek a---,d. � ....... wM1D. esaM ads ulwaa . �yvmemunTea Lmauz r e u eW.M.bb J1 z t, eneN111 Tpde.,ador, JOU Tw] Tuu Trye Dry Py TIM16A1 OTBt FE FL0.A611T.Qt BIWnFIYMeu. JrYUMMFlI'Na BWaRp1pA16MTM IMxbxv.Inc.Tlluy8Nd ps: 1MPI 2 a ID:HHRFP]EPH19L9':CQSMSNyIN¢rICMv6 21WTe]fFOT9NCivlpeakl WOP10aPYYT! LWDCASE(S) SimdaM Commnealed Loud](lb) VM:1=127610410(F) 3)tel Deed♦Flom Live(unbelanmd)'.Lumber lnoleam=1.00.Plele Ino'ease=100 Unrcwm Lead.(plf) Ve1C 58-7,1-2-192,2-M-13 COmmnlriew Laeas(b) VO:1-12]81 M-e83(F) 4)2nd NO a Flom Live(unleMnvO):Lumber InvOse-1 W.Plele Inu se-1.W Un8o1m Loade(PlD Ven:"B 7,1-2=13B.2-4=67 Commnbaled Laed](b) Ven:1-127610W18(F) 5)W unbdlvvr MNO Wmlxlnmave=l.W,Plale lnmepee-1W Unff.Load]tom Ven:"B 7.1-2=192.2-4=13 C.nmMn led Loede(lb) Ven 1-12n 10=a63(F) 8)<N un odanmd NO:Wmbm Inmaeae=l 03,Plak Iniveam=l,W Undmn Coach(p3) VM:54-7,1-2-1W,2-4-67 CommnUmeml Lmm(lb) Ven:1-127810H18(F) Qwa -vvLyawpMn^vrvnnmmax[npxo][soxmsarm]xttls]ovita a[F¢aFNCFFaoFan]a»m.reONPI]BpOHuc rx ne �eBXv�aavy �Wl�a1goviePcmeMsni.pmmnelitl�Y�mpxHrenu9nXdanlieMuvY`Yatle�Lee.plenm.v.l.olnea4.etl�aneammgemoytlmrry.mluby lemvvre.nlirwviW'.wvWi e'ua u.p wvnvpm w euvwvuqvwM.avroMM TBk' MNery.neNPn antl Onunp eNrvemamlYuvvyWmv,we pulYy GllMv.D]a9]vntl eC]IeulvnpCmPo�xe vW pvYebeaM, 9exry lnb�b�milepe M1om Trvu Pqe lnxxxs3�e Nlx�ev 9Y]t],PbuNro,VP9]H. ]emp,q velY bb True Tnm Tyd Ory PN nO tpR M B Flea e BYtlm FYY& n u , ..N. Ok5Rr ] vaSOFIkIWU DJ Wta3t0M:MSITF'l" IO:HIdFRFEPNt9L9yeCO6k5R19N¢KveSOFIkIMVUMOJZ%YMepxnOCTN VMIBYGZYil6 61-0 up= FFi .4a t"w 21Lxd If °'a std II a Aoki 1B t 1 b3= a 1.545 II ant= FASTEN TRUSS TO BEARING FOR 0 0 5 THE UPUFT REACTION SHOWN MILE PERMITTING FA UPNAND MOVEMENT OF THE MEANING. 4.s= 4M II 1tn9 I 6114 I d0 PW J.0.1 BEtle 4b1t0 Ed 5. 4611 LOADING SPACING- tiL CSL $EFL in (loo) Iden Ud PLATES GRIP TCL. L0.0 Plate Grip DOL 100 TO O.Y! VaI(LL) 4W S5 5570 380 MT20 2LM190 TCOL 100 Lumber BOL 100 SC 0.60 V-VM) 6.00 S8 >347 200 BCU. 00 Rep Strives,Ina NO WB 0.01 Horz(TL) 6.W 5 Na we BCDL 5.0 Code FSC2014TPIM7 (MAW) Weight:27 Ib F7=20%F,11%E LUMBER. BRACING TOPCHORD 2x46PM31(dN) TOPCHORO SvucWral evod aM1MM1HO tlitecety applb1a310-0oopudina, except BUT CHORD 2x4 SP M 31 d4d) sad VMiuN. WEBS 24 SP No3(fah BOTCHORD RVid miling tlkeody epplietl or 6OO oo brecing. REACTIONS, (IWaize) 5=901RAedumeal,7-2639/666 Mex UPIM5=959(LC 3) FORCES. (Ib)-Mex.Comp.IMn.Ten.-AlI W1wa 250(Ib)a Mas mmNwM1en aM1own. TOPCHORD 4501107,1-2-W1120,26= 1120,3-4=WI120 BOT CHORD 67=11209 WEBS 2-7-74&0,1-7=160M,46---1682/0.36=0518 NOTES- (8) QUnbeMt Mor Ilve.d.M1aveearmmn5 et (athl design. 2)RMxb goder(a)forW ss to W55 mnnedims. 3)Parties meadanu'SI Conner im(by others)Whues W bearing PMM mpante OfwMaboxing 95910 uplift al 5. 4)Lwdmee(s)1,2.3.4.5,6.7.8.9.10"svavebeanmMftd BuiMingtlesymrmust.0 Imds WvMXytMMay Memn Mr 1M1e Intended use of Mi.Wss. 5)'SMnilgid pftMblwks nauding Melt Member And fixity nKKbl was used in the analysis and dwgn of Mie Wes. 6)Remmmnd 2x0 abangbacks,n eep,spacatl M 10-0-0 M and fastened to essa Wee wM 3101(0.131"X 3')nails. Stragbacksto be etlecred W wells at their a ber ends a Rsbeined by~means. 7)CAUTION,Do net erect Wu beehwads. B)This menuMqu ed produce la malgnM as an individual building mnpwent. no SuMbility and use dtbis mmpMBnt ter Any partwler WiMingis Metmpnsibildyof MebulMingdnNmrperMSITPI1esm mncodWMebu)Mingcode. LOAD CASES) Standil 1)MW+FlWr Live(bNenmd):Lumber Inv me=103,Plate Inmaae=1 W UnRnn Loads(ph Ver'.54=7.1-4=67 CommntreMa LOem(Jb) Vert 1---1526 2)Dead Lumbar mo'eaw=1 W,Plate Inavase=l LO UnRam Leads(pit) Ven:56--7,1-4-67 CommnVaMa LOWS(Ib) Vent 1-15M 3)151 Dead.Floor Live(nbeMnmd):Lumber Inpesse=l.W,Plate Ihrondse=100 Un0atm Lewis(pe) nn���� Vett:56=7,1-2-87,2-4=-13 Aa' ant'searmmdeavem"EawMaxx-wcWwawTEN UFaxavca aaaawln>m.rapbteisesfort[usa. of.p6n....Nt we mn.nn M�Tek®Po.mm,..m�.e..ain•n...em,n.Po.wr°mn.a:nm...,m 1.m�.. mw„l emn.awnpo..m,°m va.m e.Mt.m..ma e.Mma ae.re.=�mu.t v,mv .wnMF°nnaaesa c,m..l:m me POBenv�.z o„iaeemrM. row.�eu oud'a`devan areo°a me s.el.la vmvm�e..w�µyNn.emHa.n.°ss„.e.°a>m°n nremrea oar F. en immP,.rv.•e a.m mwm w°nia :rtpm,m m,n.eu.n.�eto B,w.m mn.Bm . .n.e°.nnrvn•m vmPm mmwe. v,q,ry,,d.mme.wmetr SN.IyiM.tlion ail Wekn mmi,uva Pin:�InnweliB N°i e`binel9aAe)12,uewN aM111 duxs"Onv .DBB40.na 6C0l Mullbiaeemp°nm eapr Poor End AW. mpa.FL MMB JM TuwTrves Tpe li Oly PN i1N1MR BB]IB3 F0 FIDII n 9Ytlma FYal6aim, JMvwM4.Flf77Y aMIBMe6nep41n,12 TUYvb1e5B'.1aAf]Pge3 ID.HH6PeEPN15L9ryCO3k5f:y9'Nq-KvaSOva30FIhIMVI1MOJ2%YrNFwnDCTNQMBVGxV)5 LW3D CASE(S) IN."M CanwnbeleO WW.(0) Van 1-1526 4)910 D W•Floor Lire(unbelmcetl):Lumber Ina se=l W,PI Inuw I, 0 Un6mm Lwd¢(p6) Ved:56=7.1-2=13,24e 7 ConwMnted Wed¢(lb) Ven:1=1526 5)W unbalenW D :Lumber Inmm=l W,PWe lnvem=1.W Uneorm LOMB(p10 Vert"7,1-2=87 2 4 13 CDncenb Wede(lb) V." 1=1526 6)ON unbY nwd De Wmber lnl =1 W,Ple Inmaw=l.W Unarm Laura(pg) Ved:56=7,1-2=13,24=67 Con.nhele6 Lo .(lb) ved 1-1526 ])1st Craw Dee6 i Fbm Lm(unbelenw'J):Wmbw Inneew=1.OD Plate In=aw=l.OD Unff mLwds(plf) Ven:56=7,1-2413,2-3=87,34=13 C.a.nb LOW¢(lb) Ven:1=155 e)2nd Oa.e Dead♦Fb Lire(unbslanr ):Lumber Incmaw-100.Plate Ina se=1.00 ubnwm Lwn.(p8) Vem.58=7,14=47 C..iIt eleE L.W] (Ib) Ven'.1-1528 8)3M C w Dead:Lumber Ina w=100,Pltl Inas $W W Um@ Loads(plp Ven S —],13 -13,2-147,3{=-13 Cgnrcniretetl Laeds(lb) Vert.1=1528 10)ON Oa De80:Lumber Inneasn1.00,PW.I..-1 W Unibrm Lwds(p8) Ven:56=7,14=67 C.mntmded Wed.(b) Ven:1-1525 �beae +a N Po Po„me.R a.�s -1ISm, .PoaeeFoaeueE. �. yS 9 wFl.Y lb pn par ame eraan4q oxa�Y rpn °eyz 9x mprevenrmupxvnlrpaa¢IEepnsoralnpryenEgpPoMeamage.Fwgenen YInaIM��� Tek' sarm.lm mrvwonp w er r.ss a lSlr e 218Na�eNeeESnw a �Mw1Plior�.IMemam,wsw.m eeslamlaloeapmprr.a saw PeseBw ew. amp.fL]wlo yP. PC AR WR � Jcb Relalmce rel BuiSn FapLoulw.JxbonvlN,FlSSSN 1 iAW eIySSS01e MReklNltlwa trim iYUMv3131'W'Ip A11 Pge1 ID:XX16ReEPNIeLgyBCOSk5Ry4NpIg9LWBe2srllOtEhN05yUy%pJ11k1C9P52AJMtyIXf "EM = em= 24 II im It M= o-in _ 0 $sen=1113 9 1 L0= g I b3 1 e 1NB Si0 lie 1 61n0 180 PNN gOeM % 1:0.14008 :0.SOE a 03.0 403-0E a 8.0.14 Ede .0.14E LO NG gag Sla 1 (} II CSI. DEM. In (bc) IMM Ud PLATES GRIP TC00.0 Pbb Oriid DOL 1.00 TC D.W Vii DOD T 11898 380 MRO 2001190 TC aL 100 Lumber DOL 100 SC 0.11 VNQTL) ow 8 11989 210 BCLL 00 Rep Stt,u llv NO M 037 Hart dW 5 Na nla BCDL 50 Code FE.,0IG7PIi007 (Matrix) Weight:WWII FT•2046F,11%E LUMBER- BRACING- TOPCHORD Zeal Be Boggled) TOPCHORD SE luded va00 Mmhing ellMy applied or 3100 ob philtrum, BOT CHORD 910 SP No.20btI except end interests. WEBS as$P No.3(MI BOTCHORD RNW telling ElrMly apgbtl or&60 os blxing. REACTIONS. (Iwgae) Z(A(12.58,5=101012-$8,7=13082dd,8=iMM25-B Max UINO 5=10TgLC 3),5=10,10i 1) FORCES. (Ib)-Mu.ComPNAex.Ten.-Nlfmma2W IN)or bee except when ehawn. TOPCHORD 45911W9.1-2�I10fi0,23•N1a89,31•dID83 BOT CHORD 0.7=1053N WEBS 1-0-1513q,48•-15257 NOTES- 9) 1)Labeled it flWr live Inside have been Wnsidered lorthis bupn. 2)Pmdemw Mwinlconnection(byM )dtrussWMaMgpbbcapabledwkh=ndhglDMlbuplmadjoint5. 3)Bear, id moil teaks including heal Member end fully model eves used in the analysis and design 0f Mis inks. O)This Vuu has India upIA reaction at 0 5lrom grewen u ,bses.Prole conduction condion is required to amount,thers against gradient omen at the bearings.Building designer mug Moves for tight reBNons IM'xeted 5)Recommend 2x5 simngbaehs,on edge,aWced N 1000 Oc and fagenM to and.Was wbh 310,1(0.131'%371Wib. 3lrongbacks W be attached to evils as Mer Mx ends or deahalned by Other means. 6)CAUTION,W not erect truss backwards. 7)This manatedured languid is designed as an IMNldual WlidinD eNNpdrent. The suitability and use ofthe component for any Iwr edubr Will d;Me responsdbllly ofMe Wilding designer WANSI TPI 1 as refemmwd by Ne baking doge. LOAD CASE(3) 3taMdN 1)Dead♦Firms L'iveboverved)'.Lumbw Inueaw-1.W,Pigs Irhaden 100 Uniform Loatls Mch Van:5-3=7,14=87 Concentrated Loads(Ib) Vela 1=-lwal QwaAnrva-vveeeeare,m+^•nen+neaaaoxorts ory iwSalm NeLlm[owrtx a[FalSacepaassaimnr.raW211a96OFE WE se`did Ievm wnneelo cob aeziiNppn1 beed-ly,wri pnarvadvi dadwe q W m xYMel badval ryanerL u ° evmma e -11,Enerdual vu, e eu ilv d a,pnP emFleneM geadyn aY d vy ..N�.end:eiIn. Isle cm eapan n�ao,emim.en.lene.,.n.emnme,e mn.Nn sly.seem..mlPm.y anm.wxNdng M k' erpun vmulry.Mn)numl mllapsevnn poavnle oeavreliniury.nn inns).smryrrygmeqFrtpvxlYpubilnipeNpM ppN o ...srrnylraddre aYiW.1.1m.scoune31eNleeWen euea3.1ars.1.u, nage.R]MIO .kb Tues T."M Op' PN 9] f]5 FMBUNrv.MWW 1 &iMenfllel8ww, JeYa'xMb.R]9M •P}1BM1BMHeWtlnte.lnc.]nu Mv3alsaw,—,Ppe1 ID HI FRe PKMgMCOSk "N0a5&bWMN{EIPmL5E33DtM]NUu IlOtW,4pYM asset 121.7 L9= 1w- ] 3 0 5 a ] B B 10 11 2z 21 m +e 1e 17 16 +8 11 1] 13 LOADINO(Pat SPACING- 200 CSI. DEFL In (Mc) VCM l/1 PLATES GRIP TCU 1D.0PIaM Grip DOL 100 TC 0.10 VNt(LL) Na - Na 999 all 2411190 TCDL 100 Lumber DOL 100 BC 001 VM(1i) Na Ne 999 BCLL 00Rep Stands Into YES M ON Hard(R) 0.00 12 Ne Na BCDL BO Code FBC201d11P12007 (Mand) V.MgM:671E FT-MF.11%E LOMSER. BRACING- TOPCNORD2x1SoWr2(6a0 TOPCHORD Structuralvbod atwadng inial appVed m 1040 m pudns, Nlcapt BOTCHORD 2a1 SP No.2(ae0 and seltMW. WEBS 2%1SP No 3(41) BOTCHORD Rigid calling basicity applied or 60b 0 ce ang. Except OTHERS 2x1 SP No,,= 1040 m Israel 21-22,12-13. REACTIONS. 0 tearing,12$8 (In)- Mato Gnv AllreaE .2501b Or Meagja(a)22,12,21,20,19.18.1],16,15,11,13 FORCES. (k)-Max.Comp.IMv.Ten.-AIIMIcas2W(lb)or lessemeptwMnanown. NOTES- (7) tI All plates arc 1,W MT20 inks oMerwise released. 2)Gable requires mntbmus bat enord beaMg. 3)Truss to be hilly sneahad ham one fate or sen ly priced against lateral mouament(Le.initial.1p). 1)Gable ships spacM at 1-0-0be, . 5)Send-Nid pderbreeke includng heels"MemMr end Oily model was used in Me analysis and design of this hiss. 6)Retpnmend 2x6 atrongMda,on all slipped at 10l cc and battered!W each Was and,3101 in 131-X T)all SllcnpbM:ke to be attached W walla at Nair ouler ends or rtabained by Oder means. 7)This menNac and p%dud M deagnad ea m inbivkuel WiMing m limen TTe wUNifty and use 0thk mmpa mwany padmmr WiM'ng'mtheresponslbllkydMe WiMOgdms wPor ANSITPI1asrelemcedby NebuiMing Code. Qwnwvxu-vvry ASB.p�x.eanma�.10 M01ET ox msaxalNCLWEOMRx xEfax[Tc[vaoEr]m m.fpavms ad W..r.b�.....,v..em..In., ..1,.aapps—sy yId—n.�me,..no....W ea...mexm In'...ase t' ::w.re,.o°,.aw`v:o"ia:m�onv`a°, `wiupw":n:ro.:e,cls:.::I��rvn:ee�a.v�x+w•F.reerlawx,BMw�m.mneu�•••• awo.a MRek' ..-r -1.1.aelrren-.�d,.n tone enune.rtn.veezm vuu.m.i.e.+ee issal I.."..DaNsiaN and.emimy d—,,an.n NUI PeNa sBW. 4NIy IMennan.n enure,h TnssFYu m9eNe.zmn—flrvna.e ani.nleunare,1n.11 T.,1.10 JOC Tim Tow Tyye Ory Py nn".15 PBE92 F6 Fkr 1 BIMFYgSp.a, LtivxMe,Fl9}201 ILW,M A1BYTkIrWbla.Iz.Tm Nw2Jlnea.MA17 l IO'.HIdFReEPMI8L0yeCOBYSRy!!VpoSdb W MNq]LProW E30DtlMCdaeCjPL LWW.N2Y21R 61d Hi Sue=1]21 15 = 1 2 ] 4 S 8 is 10 12 11 10 0 0 7 1sn II ,_s.s II 1S.'i II LOADING Ipw) SPACING- 1h CSI. OEFL. n (bo) POM W PLATES GRIP TCU- 40.0 Plate CHIP DOL 1.00 TC 0.30 Verbal bm 11-12 ,988 360 NIT20 241J190 TCDL 10.0 Wyder DOL 1.00 SC 0.46 Ved(TL) bm 11-12 ,ME 240 BOLL 0.0 Rep Sul door YES WG 0.24 Heroin) 0.01 ) Na We BCDL 5.0 Cotle FBC2014 TPI200 r (Mona) M19M'.71 to FT-20%F,11%E LUMBER- SRACING- TOPCHORDa4SPN02(flM) TOPCHORD S dural Wshe ilpdie aWliWmeO pudina, mvept BOT CHORD h45PNo2hib) and yb . tion VAS &4SP No Shia) GOT CHORD Riled ceilyl9 dirtily,applied or 1000 m)racing. REACTIONS. (Ibsm) 14-4591 74621TIhadwsdl FORCES. (6)-Na..Comp/Mu.Ten.-Nlforcea 2501ro)Dr leas exrepwnen aborw. TOP CHORD 14-15=J55p,1-15=455/0.6)•d5810,1-2--34601,23=)BIN.3J=932/0,LS•-]0]01,58--33301 GOT CHORD 12-13=01650,11-12-0. 32,10.11bIB:i2,9-10�nL32.8Aa^I639 WEBS FB=01514,1-13=01509,S0W06A0,2-13=48M.L9=29010.Z12=282U NOTES- (7) 1)Unpe aOmrlive IronshavepewamaNered ro11M11E tlaign. 2)MI)dries,are i 3x3 or M union oMerynae intlitaled. 3)Re1b 109iNed5)far Wsalunor ¢nretlims. 4)"Sbnkgitld 2x6 shn Including neOLL"Membert 1 Ikiy wand wasused In ei tnissuantl lM( Media Wsa. 5)as awndentl 2x0tsangpeay,m endsf racetlnsol yc ac asfmbne0 to eetll ws5 w0p Z10d(0.131'%3')nelb. $lmnpbeucro be CAUTION, o seats at Dinh ends OI IesUaina Uy oMb manna. 6)CAUTION, dna shad trues deshweda ])TTu mein Me resp pauct otlesi0na alan bnrvr Par ANSI I I in reetr The s y the ly nn ue0 W Mle mmporeni fad any palticukr building le Me resDmSibilTy oI1M1e Wilding designer Par NN51 Tpl 1 dE rohrtnmd by be Wilding moa. Ab1MINa-N4/y hagl pv .ror pGaewEsox mbaM MJCL1OE sea. IZ,emE EFr-rr,di,a m.n,.pbaSORa1AE. O,aP�nMMuuwlywm Mnalbmrmepe.lnuaeµnrsenN Dory upanpmmnen enonn.ena is wren lnervqualwWagwmppnem,iw mmm.e.m<...m.e.pelnp e.eyarmpa p.n/m,.pplypluv aa.eyipm,mmem.ne Pop,n�ylTom�.lm.yu5nlmpmeo m.p eueanpa..en. 9nana nplulW 6mpmwrApWYgmmameu.I Iron w.e.mm�,eMm memMrsony. a pauvy,nppnm.n.m M[Fq ne"°"wppyemru.alay.nemp.v.ewe,pwwnn ppssleeF,nn,.l�nrvrv.ne Fmperoeemepe. ore= n ip,mlryly MOW roan.,epmpe,e.1-1.emmen�n Wor,p11—.rot..sralerne.++. Ands",auum cor�,,[We -d BC51 WIIpNp aemperxM ep2l Pay Ftl Mp. 9,My lmplmNm—ronI,lrtm Tnee FW Inset$215 N.W nr,a.Sone 312-10l ,VNY 14 Tests.It.]M1a Job Truss TMV Type Ory PN 0]Ie e . F]] Flit/ B IiitlxslratW Y.R]1Na TA10aIy to AIBMTeFIMa1M.Iz ieu NVA1k5B:le A+]Pgat 10'XWFfleEPN19L9yeLO6k5RyJN4GI00pxK HZIL1xNeyaFm'r9]lgTxOKMTEkJi H 1 Sraft-I aM= iw 11 nsa 11 tsn 11 aw= 1 3 3 4 5 8 T e p 10 1+ � I$ 21 311 19 ie 11 10 1s 14 13 12 15C 4.4= 3m= 1.w M 4a4= iw II +].p4 ISI ie ++z ad Plate, 2 t tt:O1 WADING(Ps0SPACING- 1- CSI. DEFL n sh(at boUd PI-AMGRIP TOLL 40.0 Plate Glp DOL 1.00 TC 081 Ven(LL) AAS 17-111 > 350 W20 244190 TODL 10.0 lumber OOL 1.00 BC 089 Ve11QL) -02111]-111 >827 M BCLL DORep Slreas lno YES VVB 039 Hors(&) 005 13 We Na BODL 50 COde FBC2014 121 ) (7575x) vill IM to FT=20sl ME LUMBER- BRACING- TOP CHORD 2s4SPNo.2(Ite0 TOPCHORO ShlMural adds Meathng dbeddy"ard or BO0 do pudns, exceM BOTCHORD 2x4SP No.2(BM) end varietal MBS 2x4 SP No.3(ftal BOT CHORD Red bri'n0 dimity applied or 1000 do Entine. REACTIONS. (Ittist 3119TAke anical,121971111eTenicel FORCES. (Ib)-Mad.Corhavm.Ten.-As holds 250(S)or lass except Mien Mom. TOP CHORD 1-21=-89400.11-12=993'0,1-2=5330.2-3-136600,3 ---192200,4.Y-1922N,68=21M.&7=-21250, 748=190300.8A=199910 9-10-138900,10-11=532() BOTCHORD 19-201I103D.1&19=001992,1]-la-MAN,16-17=QQ125.1 S18i,LI2125,1005111890.1}14#(1030 Miss 11-13=fY.B21,1-20�M822.10.13 t`i ,2-20=-7580,10-141.538,2-1911535,9-14=5100.3-19=51700, 9-15 (V33),3-1811365.7-15-51 IM,5-1]=-119 18 NOES- (6) 1)IInMIantM floor IFre Inds have been cmsdared lrctn'u design. 2)All plates Me 3x3 MT20 um.o9arMse wisicd<d. 3)Hgam W gHasq.)for buss to boas connectors. 4)"Semrrigd phchh+eaks aveluding heaIV Member end fab,model was used In 9a analysis and design 0Mls Mae. 5)Recommend 2x8 sbongbal on edge,spaced at 100-0 oo said hsrened to each Ww MN 3104(0131-X T)palls. Slmngbadks W be al to walla d their MN ends or read alned by other more, 6)Thisman0adure po]udisdesign]asan Ndlvdual WiringwmpmMl. ThewUNiftyandusedtbumMPs Mra1 WM Wr W(ding is the responsibility of the Wilding designer par ANSI TPI 1 as retenne nd by Bro Winning done. DwenYMa- . Ompneerane�erseMPE1d IARs pa MsaAUwttl6`EdYratt IZFERIMEPIQ wmm. dooP alidtE 115F. nM tree W�urowAywpn Mv.on;Im1"rz. .I%epme sem-only uznpraPa. Lwrn PiYoe Mnee .ervalmyme^L^^i I syYen.bbeuw ue bu°eing eeagmrmuatveMytM{p-d.in.i9nn pave!.e.PWM)InmpaW Ne MeynlMothe^vvee .ever.1. MMseoo, cu:° wnne,rvre ,eee�ama w iaw�pim ovams o-e"e Mlek' �Iz .e-ar/,aehem Tru:;aw.NaW.z`eli ei«ai.M��surez]ei z.ar.r1rim n.111mM�Me•dearuwxslauseliq cu^pen.n Te�.m. terve JM T. TwaTpe Ph olssn - BeIIR FM fen B Sawa FYlBwm, .M Ire,RBp1Y aPprle.,a MRMaauOMln•.fro MVR]bUs.lead"E,I ID''.H W FRaEPMI%9yaCO5k6R19EVa�FiNzX_HMCt#1'MyYFmTB,I1zGzR9a89ElphT'tlG 0.t-0 Oy= ,A- 2Nsvi;i a sad II a Ede=1:119 10 p 9 ib3= 8 1v3 II A" FASTENTRUSS TO BEARING FOR 8 B 9 THE UPLIFT EF Kwl SHOYM MILE PERMITTING NGUPWMD MOVEMENT OF THE BEARING. ]v]= L PIeIe OIMb(X YI- 14'0.1A EMe1150.1d Ea0e1 LOADING(dBB SPACING. 1+0 CSI. DEFL In (Nc) VtlM ud PlATES GRIP TCL. 40.0 Plate Grip DOL 1.00 M 0.4) VM(..) 0,02 5S x999 3S0 MT2D 2441190 TCM 10.0 Lumber DOL 1.00 BC 038 VIII 4.ol EA x455 240 BCLL 0.0 Rep Streeslner NO WB on Horz(TL) 4.00 5 Na Na BCDL 5.0 Cada FBC2014/iP121107 (MN ) Vhighl 27 lb FT•20y F,11%E LUMBER. BRACING TOP CHORD 2x4SP M31(BM) TOPCHORD Str mlxWd$Mh"dimdhapplAv4 wpudlw, except BOT CHORD 2a4 SP M 31(M) ed vertical WEBS 2114 SP No3lflep BOTCHORD Rigid wiling dwat spi Or do bidding. REACTIONS. (Elsm) 5+ 611dedilenroal,7=153 " Max UpIB5= lin!-C 3) FORCES. (S)-Mu,ConelMex,Tend.-All Panelsdo)or less except wren mown. TOPCHORD 65W554,1-n01�e,2J�/608.3J--01808 BOTCHORD 67-9080 WEBS 24-46&0,1-T=9140.4-6 -9140,38=M37 NOTES- (7) 1)Unin lance i floor live hade fted been considered brine design, 2)PN ide ml hen)l l berm to Wal MM)W a 4)' menf, id onaninewnnaUon(byeVid MWss tddaringdellees us eMwHM1Nanding4B91benoBues try. 5)'R emmm d 2x5 seaka including nege,Membdr end 9zily oc an was uses In Ind analysis antl defya of Mia 31 n 51 Rewmmed to edge,f heal dna Iearonea roelitetends wBl3f0a(0.131"X3'0 netts. Sywgbediaro be CAUTION. Io not s andththeir ober enas or wslramea by ouvr mans. 61 CAUmON.Oo not erect Wu becbwdrtls. ]I mildmanuiaami meal ieaesigneasign ded,doner ANSI IIs.Wni. Theaoy MelRyariauseamb compalreM ror any par1Y 11a welling is the reapanaiN4ly INNe Wilding aupnx Per AN31 TPI 1 as rofdlencM by Ne belling cede. LOADCASE(3) Standard 1)Dead+Floor-Live(In lanced)'.Wmba Inaeaw=l W.Pole Inadeae-1 ED UnKI Loads Off) VM:"-),14-57 Concentrated Laaas Opt Ven:1- 35 Qndf va o.vslry ryls,MITIM ni•wuxowor[son ms.Vro xpnlp—ars aFFERrvcd r as Main]nv.fa0vwlaeafaaE lad. pin�..¢pen .use�l�s�stlo and-.nn Mdentinyre.111ugm•t�e�inV`nemn.n..o ben,aIroryom ile6�ee,fs.111 ow en puYane avBn. none ednvl•d lamp1a1m1MMnB pNneNe•al bueaxeE vnN•rtlwi•M m.innen my. swna haenB YnYM1N•aawre•ellrywal•pmmmmNpm wYn ppssldepnmlinryry end pwpmybmq For ..I a ndwonan"Oe,d•Il.1 edon.menO d.—.are imV once— ANdk' ,OnlyBne,a I.andeCa BWlYlnp Gpmponenl pypVyapt w 4ltlylnused.—Wn.1—EwP nom R11 N.—..,n ]n20brdd,1RRa1•. Ten1p,R.1. Np Trvu TusType Gry Vry itOltBa)a OLBE FRPA ROJRgIPCER E I R BatlenilNSovm. Jrbomlb.F1'J)fN )eWaeprlBEpl6NrtMIMUYM.Yc.TUNNE]1Bba:te Al)Pgsl I Sv9= ID'.HHxFRSE➢MtgL91reCO3h5RANgJNFMHLE1M31C]wE15JJDRMR1Mglgld SbzY9T 61-0y® II m II Em II d6 II iH r Y10 2 . EqualTHs1E8 9 land_ e FASTEN TRUSS TO BEARING FOR tSb 11 L9= THE UREACTION SHOYM B 9 5 MILE PERMITTING NO Uinvil MOVEMENT OF THE EFMING. a= EM II im 1.0 Plat EC a 13:030060 5 1 Edcal LOAUING(Plf) SPACING 141 CSI. DEFL In (bc) Paul UU PLATES GRIP TOLL 10.0 Plak Cap DOL 1.00 TC 0.69 VM(LL) -0.01 B X899 360 MT20 2MI190 TCDL 10.0 Lumber DOL 1.00 BC OA3 V pTL) -0.03 58 `818 210 ECLIL 00 Rep Gress Ina NO WB 025 Hoi 4)0W 5 we We BCM 50 Code FBC2014vTP12007 (Malts) BPepit 320 FT•20%F,11%E LUMBER- BMCING- TOPCHORD 2x1SPNo2(ed) TOPCHORD S"Oulw sMtlllkpdirepryepp4Btlrc4-O0MNOMe, minpf BOT CHORD 2SISP d)NO 2(5end vNiiodla. NEBS 2[L SP No 3(5N) BOTCHORD Rigid ailing dFMry applbd or SOD cc bailq. REACTIONS. Obls¢e) 5-d21rtdetlunlul,T-1 D]SN3-B Max UpIdEn-469i 3) FORCES. (Ib)-Mu.ComDR ,Ten..Mfot 2W(lb)Driu me plwhensM , TOP CHORD 68�I511,1-2�I613,2J�I638,3-0.-01039 BOTCHORD 61--83910 WEBS 2-7-7111-7-901 4-5HLSdV0 36--01514 NOTES- (11) 1)Unbakn¢ PAwliv "Sbrve Menconalderedfxthisdespn. 2)Rakrto giNtt(S)fbr Wu rotrvsa mnneclima. 3)Provide nrcben'lul w 6.7.l(by 10 ha M Wee b mMM d.Buupebk of xerMuM Mv<S91b S W v" 5. 1)Meitended use 30,56.7.0.9,10 baa/nareLeen mo]IAed.BuiMmB UsignermuA review laa]ebveMy Me1Mey ere wneq Icr Me intended rant dike WSE. 5)"Semiande t!ZaS mks ladedhgo beets"MemMr endflaity,DLO mWel was used in Me dust and CealBn NMie Wsa. 8)bexmnNM 2x8ll""theCka,er ends,apexd by of er and Tuknetl b<dtll WSS wits 3104(0.131'X 3")nails. SImIgGeCkslo MUTION,d o wallael Meioukrends cr reatrelned by other means. ))Us.Sm,Oo not erep Wu backwdNa. 0)Use Sknpmn SlmngTk THA026(0-t6tl GiNar.316n Tluaq ttpuNekM N t-Stt hom Me IM end to conllMtluu(ea)to grant beat MIOP MaN. 9)Fill all nail Ake MINS benBN is In mMad wits lumber. 10)In a LOAD CAME(S) pla Smdbn,bade applied to Me lam of M<WEa dR o01en Roademb(F)w Mck(B). 11)Tbiamenufull individual pwmpmem The wereWHy nn rantul MiswseOnenlbany petliculer Ouibilp is Me reaponaibilily dllle building designer per ANSI TPI 1 as rebrellmd by Me AAtlmq<od<_ L0FDCASE(5) Sibeent 1)Dead♦Floor Live(belMtM):Win.Indsea¢ei Penn Imeau=l W Unff.Lpeds(PH) VM:6-8=7,14=67 Cpndenhakd Lands(Ib) Ve11:1=4353=7D(F) 2)Deed:Lumber Mshosel W,Plde lnchadm 1m Unhant Loads(p10 �Cyo Vert:30=T.14=6T AgVM R Wnwwn lasan had a.andooduaAWTHK REFNSMcaPa sAaEuse ry lahb ev N Po Pah.anwm,nen.br m,nnis v aam meet p eg rM M an pW�malea�n.p We�� rpwal 9 P1ne°.ere 51udia,anwm nape,lith Wares P=mMlnrvnM pePohY Wniall RpaN p1Mdallinallantiarnayni INauq M biMn«a,«.'uanIn prtemo-a].vwwa...°o w:°mama ante °•Ilycm.n..ose-ea e.n ecelem amvcaawa.m as eld. enn° r"ry"R' .w�Meb nom Tmawa.mrnM..Eu R.L..a,k1.s°nit 31x.rv.>a°v"v"Pn zz°ia. Tags"ventre .roe pas 7mda7 ob ay T1071M75 &Ota1 k FLCOROIRL9( 1 Bilkbn RrFlBwm. JxLonNM,FId]3M l 2b 19A1a Hnakl<M,gln,Inc.iM W12d Is.16a017 Pp<a ID:HI FRe PMI8L9y6CO3Y3Ry OUFL WlHt314yuE5UJDRJJRHoatVq_�Yi1P LOAD CASE($) Slandard ConFemrMm Loms(Ib) Van:1=8353=70(F) 3)1sl Dead+Flwr LIW WrAmMnrod):Lumbar Irv.rtoe=1.00,PMA InaBaae=1.W UneMm Loads(pm Vai:S8—],1-2 67.24=13 Con¢mralM Loads(Ib) Vert'.1=-8353=105(F) <)2nd DOW+Floor Lira(unbalanced):Lumber Increase=l W.Plate Increase-1.W Undpm Leads(pM) VOW"-7.1-2-13,24=67 Conwntreled Loads(ID) Vm:1=-8353=--70fl 5)M unbalanced DOW LOI InMBass-I W,Plele InMaex=1.W UnHomt Loads(pd) Ven:&8-7,1-287.24=13 Concenealed Loma IS) VOW 1=-8353=105(F) 6)stn unbWInsm DOW:Lumber Ilw dWII W,Pleas Ie..=l W UnMMm Loma(pM) Ven:"=7,1-2=13,24-­67 Gmmnbelm Lome(b) VOW'.1=4353 7138 7)10 MO.DOW!+Fbor Llw(unbelansm):Lumbar Inc sd=l.m,PIMe In,deace=lW UnM Loads III) Ven'.58=-7,1.2=13.2-3=67.34=13 Catcenheled Loma(Ib) _d 1=8353=98(F) 8)Zed tl48e Dead 4 Floor Live(mbelan�d)'.Lumber InmaW:1.M.Pat,Inoesse-1 W UnM Loads(In Van:58-7,14-67 Concentrtled Loads(Ib) VM:I— 353=70(F) 9)W Mleee Deed:Lumbar I..,1.W,Plele Inc a ss-I 00 UnMoWn Lome(PM) Vert"=7.1-2=13,2­3=87,34-13 GWoentrMm Loma ab) Ven:1=3353=90(1 10)41h Masa Dead:Lumber Inaeecnt W,Plate InvBaae=100 UnMMm Loads(pp VMt 58=7,14=37 Conunbabd Loads(lb) VM:1-8353=70(F) Nessl lW urmV llih A71im_ni orseOlsee en ws<eonnly,p,pp... nI lwun anab- NN 0°wi2 n mse a 9 Y M M 9 Im erswa1Epmy<1ax g 6 all US U.a.nn p p w•�I rr ao.oa xsrsax.c-o I, - , a I»leM ,a<rse Mil To 'am t MM^^.ee. Iay Cmaga.W9 d.daO::GMaa_e ape v.M.Eau alw e.1Mrea,m, n111aoaenm TunePalenem,Al218 x.w3,aaLWI*312,ue.an<.a."'AM14. ]amps.FL a661 bb Tow Tnus T>ry Op' PIY T1M1M]B P Fla bowed cede 1 BYtlm FIN9emu. JWaaMb.H a ]el0eM1B—ex-INIIWM.Ine.TIUWD1t5P:...... Ppet ID HI FRe PN15L COSH R)9Na*UFWHLdl"4yuMUJDRSaRNOgWAM_riksyMP • L56 II ad= 1 9b= 2 315.311 < 6ubvTlld 9 8 ] 8 6 t5A II sa= 3+0= 1.5611 21 LOADING(pd) SPRUNG- SCO LSI. DEFL. In (loo) idM UO PLRTES GRIP TCLL 40.0 Pero Grip OOL 1.W TC 0.10 VwLL) ns - Na 9Sg all 2"191)TCDL 100 Lumber00L 1.00 BC 0.01 VM(TL) Na n/a 9S: BCLL OO Rep SIleu lna YES 6L9 0.02 Hom(TL) -0.00 9 of Ne BCDL SO Code FBC2014RPI20D] (Mohd) WwghU26e FT=21ttWFII%E LUMBER BRACING- TOPCHORD Pod SP ND.2(N0 TOP CHORD SWsaelwoW aMatnnptlrtMyeDDlNda}2-temputlina. escept BOT CHORD 2sa SP ND.2DIs) eallreniule. WEBS a4 So W3(N0 BOTCHORD RlgM ceiling dhed,applled Or ls(10 oc boding. OTHERS Nat SP No3(fle0 REACTIONS. Allbearings3-2-14. (lb)- Mea(irev Nl lewlims 250Ib or leu alpings)S,s.],6 FORCES. (lb)-Max.Comp./Mas.Ten.-All ruinous 2W(IM or leas except war shown. NOTES- (6) 1)Owls rryuirea mM'nuwa bWom MwO Ceerilg. 2)Truss to be fully Internet Ran one face or sauraty bncatl against sexual increment be dHgonal web). 3)(SBM.studsspaceda!Ii oc. 4)'Sb m rgid pbcbbreab including bass'Member and fsi,moth we used in Me analysis and Eevgn data Was. 5)ReW hM2x6sbangbeiroanedge,rpstmn10.,0ocantllassoedsexll Wes wMb}100(D.191'X3')nails. SlmlgbeMeb be almnedwwallswdue QuerendsarrestralwdbybuMin mm S)talk mein Me ras pmtluq ie designed ere an designer per ANSI T wmpmml, tae wilMe h and ucc stole companmt fa am poliwly talking Is Ne msponsibiltly ofMe building designer px ANSI TPI 1 o rserenmtl by Me buiNilg Pole. Qw Pwkysaux, m ra 1ro[uxerex slEPFnFxce pa se[mas uSF. .,a " Ni Jeer N Po pamm�en alwvn.eM a Nr p pnebem,nd y51 a v q ,* M -9n Pbr—'.M pipets 9 �:,:e.ealrya lw a:uM�ww.P.emm.Pae.°en"posa�ebwaJ.a lnrvrva.a Ptli°wpem mm:v.°F i-.uvoo,a"'�a:are MTek' eJrpe.sYnary,wWbneM knangmwares vnJwss syuems,ue prywrPlt puaMcmaN.o59aevm Bcel eullary umsamn eav pvrb Frlena. Slq In u-sicu ... de M1Jm Twe Pble Ine—Pa N Lee Brea,Sune OR.WUMJe.vAmta. Tests 1.1. .kb Tnw Trvn Typ Oy Pry F]4 'T t TIM18500 aulgen NaBwm, Jtle»ge,FlBpM ldb.Ip 1..1.NI1.INUNY41ne.rhe W1H 16:YYY9.1T Fess,1 ID HHxFRBEPMKL9yeCOSMMIYOW9kUFMHL01HCMiyuHSWgYSIRN�IA[KI_rBMYMP I �A.t41 La= 1 so= 2 61.. a BaBN.cro ao= e 2 e s ao= tNa II t.eo II LOADING(Per) SPACING- 1i CSI. OEFL in lose Well W pl-AMS GRIP TCU 40.0 Pltle Grip DOL 1.00 TC O.OT VM(LL) -0.W 8 '999 590 MT20 24M190 TCDL 10.0 WMber DOL 1.00 BC 0.04 as -0DO T >99B 240 BCLL OD Rep Stress lnm YES M D05 Horn) 0.00 5 We We BOOL 5D Cods FBC2014`TPGW7 (Mems) Ml 2410 FT-20%F,11%E LUMBER- BRACING TOP CHORD 2e4SPNo.2gW) TOP CHORD Str MlxvOtla inBOkMyapPIW0w 2-14mp OMS, except BOTCHORD 2x4SPNo2gW) mrd,miwb. WEBS 2x4 SP No d(eM) BOTCHORD Rigid wiling einetlM aplii or 1O do brood, REACTIONS. (Iblelze) 0=114RAeMenoe45=114IMetlleniwl FORCES. (Ib)-Mex.Conno/Mia,Ten.-All oma 250(1b)or leas except tmen shown. NOTES (5) 1)UnbnlanW IIW!IivG bMa hive Nen cmalExM bniMa tleagn. 2))Raebr-r vd pitchbeadd, uIncluding b Wehei Member end emtG herby model ends used theneantl dMis 41RemmronM&s.on0p,exxtieretleNmedWerWmwh}IW(0.151'%X) nik. S1mngNraeb bSmalltow ao Me'We' sbnwed"hermare. 5)Tiamen0atlu2pWuistlG$gnaeamindWeblNFpmp/ent TeBuiantluseWMiawmetmnypNle WNInB dWilding OngndepATPI 1 earcbnrcetlbthe building wale. ots,"Is"'I" wanen pxan 111111 s1 romox"" "Ir1mtre MIn,,anexca ,11w 1,01¢oaamse[Fov[usa. �wiq Muw onlyndb MRekO mnneuora.iMa eeugma eaveeenp gpcepremelers shown.ane lsbre rvleualaulle�rymmponem.nq er zynem eebrcuzelneeulleln9 eealgner rrvzl eennylne appezaeaey 9e pznmelersaM popeetwo Inn,nii moln<wenll m.INayn.Gauen leelu,lm la le pre.em e�Nlee mlee.lewrmaa..e.ewq mom memeers ami. I.mwana.e p.m,..-m er:na Ireminew WwrolmeplN ane no ..louse seaxgepeaoM lmmbs pmprymmaae. w M4i..el . 9amlgnM 18YMvll ^�IMwn•cela ae'k h�om10'IIF:.rosse bueb.B.si.ne]IreRbaeN.."2°ia'Me ,p69+Y.ea GCSIGUIwNe welp..lr Tern Pel-Foe vol. NepN a B JW Toe Tuu Type Gy Py itpfta]M BMX] F]I flv 9uYYe FYeI&.eu. JpluMb,Fl]IIM '...'s.i.se Memseemne.l no..Xle.'..Sal Fye1 I0HHO6 EPWAL9/ COSM5R q9 gp]�ob'WG 4nNgrQeH0iiP03 jjMlZM wa ]ct= T- as,— Sal lie e 155n— I ] m= Iand II � zap ie LOADING Psg) SPACING- 111 C81. UEFL. in (Mc) lMell Ud PLAM GRP TOLL 40.0 Pltle Grip DOL 100 TC 031 Ve0u) -o.00 0 ._. 330 MT20 2 190 TOOL m0 wmcer DOL Loo BC o01 ven(1L) -003 4 >993 zoo BCLL OoRep Stess Ina YES m OW Hors(TL) 00D 3 n/e Ne BCDL 50 Oode FBC2014TP12N7 (MI VVI, Blb FT=20%F,11%E LUMBER BRACING- TOP CHORD 2e4 SP III TOP CHORD Strumnil Fei sbeNnmg dlrecoy appl.or 2d purke. eaept BOTCHORD 2r4 SP Na2hing and tarboaN. VeEBS be SP W.3(flM) BOT CHORD Rigid milmg dI applied a 1O60m threat, REACTIONS. Db/sae) SAT/0.58.3=91 PdeUaniml FORCES. gb)-Mu.COmpJMu.Ten.-All krme 250(Ibf Or leu umptwlem anown. NOTES (S) 1)Re%rta gIMM(s)Mr Wes to W w conn=ona. 2)'Sern,igitlpMMbreeks Includingheels'Member eM Sony matlel was used in the analysis and design of Mis Wee. 3)Remmmena'd5sVmgends,Wedge,spMW 010-00 mandlubnedtoeaMWssw 110d(0.131'%3')nils. SlrtagWoksb beeT1ON,Do at Imes Merenas or resVaired by oMa mune. 4)CAUTION,Dp not ac Wu bMigned a. 57 TNis manutheMrtd prtdud is the designed as an designer W Wilding I I as Wm. TNe auNNlib and use Mt91c canpwxnt faany peNwlr buMinp rot9a rtepanNNl0y dMe Wilding aeagner per ANSI TPI 1 as rererenmd by Val building aide, .a...G-vmeyryn MI.Mon 7h.eme,I I M'CLwEoenesI. ax er M. wlna m..coloaesar¢vu. pwpmn reyetnrn..my.%unwmearer ..-1nle baxaony upon enmeeers amen Netoen marvume.MMMF rpomelm eulYrgea n.B�'u'aw'wlwFp Gegwrmumreieyme appleeaeelAya..r...e.PnpMeMeakg�beaa eae eea Dover .re y.rpwnblmaahay 1.I.—I P...IIIne'ceRon:i`nWM1 am pellelmepe.F. o-etlpuN�i le EnBe. a.eMe I(• n..e em.ue µ9laet'Ass ..'eaeAeal eW]Ip CompmM eM...aM BeylM ten bowo ie a m rusev en e, ue l.emle s VAp911. iemy.F.Bash JobTlws Trvp Trye Ory Ply BB%@ Faa FW auFpame WNe ilwl BaMFYtlavn, Ja[FinalYa,Fl3131a )MO¢Pp 182018 MReklMutlfiq Ne.14 91Ba017"17 pays,ID HHKRSEPK10.P OSp Ry9'NPL9pIDe Fob'MfiF%1H1910rWilaPOa9LMOMZYTO aa3= Syas1:118 0= 2 3 B i e II 11 10 B B W= aG= Stld LDAMNG(pel) "PACING 2-0-0 CBI. ... in (log 11,10 dol PLATES GRIP TCLL b.0 Paris Grip DOL 100 TC 0.10 iresi Ne - nle Par Mrz0 24`190 TCDL 100 Lumbo DOL 100 BC 0ITL).01 VMNe nle 999 9CLL d0 Rep Seen Ina YES W13 0.00 Hoag ) -0.W ] We Ne ,CDL 50 Cole FBC2014 P12007 (Nabs) WeBM:W Is FT 20%F.11%E LUMBER. BRACING. TOPCHORD 2u4 SP No.2(Map TOPCHORD Slmqurel enol abNMin009eclNappliW wi110w WMeexcept BOTCHORD &<SPW2(M) and♦en'Icala. WEBS 2x4 SP No.3(M) BOTCHORD Rgdceiling Ami apdietl or 630 uc bledll0. OTHERS 2x4 SP No SlM) REACTIONS. AIIMvllgsilld. (lb)- Mex Grey All medians 250 D w lase adjoinga l2 T,11,10,9,0 FORCES. (Ib)-MaZ.Comp/Mar.Ten,-Allforce 0(M)wlnaexcept Wllen mown. NOTES- (7) 1)All proteart a1.3x3 MT20 mars,retained.IMYSNd. 2)GebN red urea cbnllnuoua bottom Mord buying. 3)Truss W M full,ahead ed from one face or securely braced Against lateral moMment(i e.diei xeb). 4)Gebla elude spend at 14-0 oc. 5)"Bem4ngki plailmeaks Including heels'Member end firiry model see used in Me analysis and design of Mus Wse,. S)Recanmend h6 alongbacks,on edge,Ila W at 11}0.0 OCYItl tutenetl to eaM Wu WM 3100(0.131"X 3'0 nolle. Slmgbxknto bean n rowalLLq Mairldesenaor lm iMii da]pier means. 7)leading is Merttlproluq ie MegnWea deuMWiduar ANSllpccmgneM. Tlla lay th bend use INt11LLmmpaneM fOraM PN'rvbr bui4iry i9 Me ttaWbaibiliry qMe building designer per ANSI TPI 1 as referenced by Me building[We. QWAMxc-vslly mLBnpnmmn=nelEap NORa pN iWa MO XICLICEa YIEx pEFEgEMEIPOEri1.]]m.In0.N010a6MEUdE. W tlP.a1M m,.m m Ivan Mrt.w mfimmn.oma aema.m e.eb ony.oe.p.mrelen tl...,eN N a.fi Haase eoMfie mN9me fia ¢vuam.6.wa um.lna euieBa b.... r's8.saincey Mer'.p• .-taMwwMearan mueeNO.lmoma Dunt eapaee aaae�. Bxme asmleai¢lopmem bu<NmenimdeWlmn...e..sn a.nm.mmnoey.,emu mPN.v.n p.iam.amory pa.aY¢rplulne k�pa0uMmela e.aw Aupxauianardi penmulis, ane p�gwy 11 nBemMBulmmm�..Mad 9aM1ryunaresen earcbpb bomiru Plate inpoc,21d N Ln 9reAe511Y112 unsruds VA11]Ba�u lMenMM.DBBMSW 0ta1 Bu11mn088fiVm.a rys,n eWs R. Tvonto W Job Tmas Tress Type Ob Fly OTB B] Res,BYIAt FY Fk 9lMfiYBeum. JviaortA4 FI dtIY iBOWRt Wq MReFIn LP9M a mp Mn3318:W:1]A+]Ppl IO:XHxFRSEPH+AByeCO5k5Ry9NgC9pzCELFOE>.vGE%GnNgb 28gMPM_9IJICM11zYRl0 i 3a= seeks 11x6 + sas 21sa 3 BC= e 3 t5a 36= 9B > B 6 3C= I es II 15x3 II 4aa sna 4aa +ie LOADING(M SPACING- 110 CSI. DEFL H (loc) gdell ltd PLATES GRIP TCLL 00.0 PIeN Grp DOL 100 TC 092 VeNLL) 403 T >E99 380 MTA 24,1I190 TCDL 10.0 LumbarDOL 100 BC 09D Vert(TL) a04 T >M M BCLL 00 Rep State lnv YES 5VB 0.16 Hoa(TL) 000 5 Ne Na BCOL 50 CoMp FBUD14rt 1007 (Mtlrh) NbpM:w FT-2OFF,11%E LUBBER- BRACING. T0PCHORD 2xOSPNo.2(M) TOP CHORD SWmttalxootloN ingdaectly BppliOM&II-Bmpullns, axcept BOT CHORD 2.4 SP N0.2(flub end vsbmN. Mn 2x4 SP Nv.3(Ml) BOT CHORD page nXtrg dlactly eppNM ar 10OOm paEinO. REACTIONS. (IblNxe) 9-214,TleUunical,5-214/1ilecanniml FORCES. (Ib)-Llan.Cd'PJlJ lt.Ten.-FII b¢es 250(Ib)or leas except wMn an. NEBS 149280 NOTES- (5) 11 Unbakn�Bmr Irve rustle have been ectionered 10r Mie desgn. 2)Reare- giNat(a)1w Wsslu Wasmnnetlions. 3)"Icorgh iddattenan bacesngheels"Monter antlfxRy TNkI wdeu%tlintM analyela end design Outlasted, 0)becanmanb 2x5 es at their outer er edge,apaxtl red by o er dntl tdatenetl t0 ea]t Wee x1111}lOd(0.131'X 3')nallc. SltatgMMe b beesafflachad manufactured to Wella at Neb aures ened as rtn individual n fined al OtlKK tne9vs. 5)The mai theureb pmbup is designed as da mdier ar ANSI 2m s relen The suitability and use dtllh component Ia any pvlWtBr building is true responsibility of Me wilding deagner per ANSI TPI 1 ea rckrtncetl by tl3e buiMing cdtla. Qwswnxv.wl onYasi dnrveura suoxortaov]wd-,yllax,par rsm emaend Is aan sF]m m.ng,seated savma wa. Mapn va�q kr base Dory urn M)vy mvrbs.mma ozsl9e Is evaeo Dory open pemmners snovn,and lr M an Mbnuel dswry vmgximl na ebnuve.lM Wbgev]nxmun way Ne epplruolllrygeen9a penmNrsaMpcply 1—leaetebye.,asolMower w*eenee's enoyl.el,.wddP...,eewmpmmel.,ap.l wes.eeeml>awm memeela<m.+<aII NII.,,Fmey.m p.m�aedmne M e amayarpuireeMmdley melepnxdmldpuvenmsslekperorel lnrvn eM p2pMoemaen Fwpem Pashareheadad x onp8 .0elMry erwykn atl deng ollrvaw vne Wse synems,see y1PI+puYny CndM.pBBaaaM BCBI auIlClne CempdxM NBapetg6aM. +mm True Flmlpneie ,atl lee Saaaauee3ta NeYMN,YBe.I,i Tarni FL.. JW Tmw Taw Type qy Py Tm Irry. Po@ax Per's I fJ9E to t Bines.nreareal Jpa'im1Y,FlaIIY )BIp...w la Stalle[IMe4W,no Ty 1pyll a.1 B ob"Ina., ID:HWFRaEP LWO8k5 yMgIWLRE1M 7GL4Ty0oYbpF &31 !TyDU Y'IW 909 BO9 i 30a 3Da i 6B_ S'Je•1'.19t 3 sea tl 4 3 6 t RR � J d B xa4= xw II 2M= LOADING(W SPACING- 200 CSI. DEFL. in (bo) Vtled UE PLATES GRIP TCLL 25.0Plate Gnp DOL 125 TC OOB VerALL) Na - we 498 W202 Iffl TCDL 100 Lumber DOL 125 aC OW viral Na - Ne 988 BOLL 00Rep Stess lncr YES M 0.02 Hrca(TL) 0.00 4 We We BCDL SO Code `BC2014RPDDO7 (Mehr) Vm,K 1811, FT=204 LUMBER- BRACINb TOP CHORD 2 BP No.2 TOPCHORD Snudural wood sheathing directly applied or O obpulls. BOTCHORD 2W BP Not BOTCHORD Rigid nada,directly applied or 1640 be dsedl OTHERS 2s4SPN03 REACTIONS. All haerings(l Alb)- Max Hors 1=50(LC 9) Mas UFA All uMM 100 to or ass et,unt(,)1,5,4,a..rapt 2•-10MLC 12) Mes Gm All rsdsab na250 boor less etfoiMp)1,52,4,5 FORCES. go)-Max.Cornu Max.Ten.-All roma.250(Ib)or leu suest waren an. NOTES. (11) 1)Wn :A C toolltubele Nvabeenconsgug) 10r Nis lmM; 2)WVVFASO.elop Voa=l 3Onpn(3l zone; va l left a;d Whtex2preBCDL•3.OpM;ause an Cat II;Exp C;EBG.,GCpW.iB; MWFRS(envelope)and O plate to grip DOL-1.60 eN vedbel kR end tgM exp9aM;CL lamemben ell romea 8 MWFRS Iw reeMons seem;Lumber for mod le plate the Dane oft0 3)Trvu assigned n Dils as a leads in onsuM qual Wee only. Fn Meer expowl S wMl(noml6110 Me 1Na),ue 5bntleN lntlusby Gable re� Detailsesapps®1,k,arwoesquallAel bulMly dugneraf per AN51/IPI 1. 5)Gable stuWresnedat ue botlom Mall bump. 5)Gable studs spaced designed ac. 6)This buss habeen n designefor a 10.0 pYdoBan Mw on has Mlead nd Word ieMwMs ere, livebatls. n'Tee Wan nabbeendeaird And an otbadolters. on Mabotlom Word in all areas wHxarepnpk 3-64)all by200 was wi M bad Neba9wn MOMndyotober mtmMn. 9)Pmvke meMeni®I wnnepbn(by others)of Wee ro beefing PIM.capable alwNtmMnp 10011,upliR tlpiMa)1.S4.6 exwpt (ft w1D)2=tp9. 9)"SgnH sGinpn n rarelymodel awee used! NMe analysis a nalysisanddesign truss, 10)SbdaWinduryP4gYaTmesConnctlanDMitaurnreinroNwWuuapplible.wwnsua g wlfiel buibinp tleaq . 11)Thumenuaucbmds the reladeaMnea eaenndingdeignerFm NSI TPI TNesuNbiliry 4 useNin'uwde, kretry peNouMr buiknp aloe mapanabllAy Mine WIIEIng designer per ANSI TPI In roleroncetl by Ne handling mde. werw N.�n ulT.r� ..Tweep.pl.e.e.ao�N.w•�BowTEa rresEwEecE rnaEawe�.�w le�.euEoxE a �. .dere iwep weTrmu veilrym.yµr.eulryaaue�n•+`^�a�`::Oa°vocem` wasaesrase,.` 11enn ,mwe.-bass.ammols..l w,.we.mw ewer,mwao.i F.ru un evau his u.m`a"II„e .y.wae.,en,m eilay..eio anw.m�ll.pw.w me�.p.n:nml Wen,wpnwm e.m.e,. ae",°»eiwia..�°7.o..mmire MT@k' mrw;e"wi.`�,':`wlmk�r,u:°we,I.ew..218H.1..a—x aft atx ae.,ne»'v'a°zzoWlm cmw.owae..e nnemluma c.nw.n.m Jab "a T's"Type OH PN «16M P., E R Bupwa FYLB'uo. JVFwnG.F13IIY i OSk5 I Nq Mnj IM CFa Ina.Tv Yv oOe lJ 1 Vmt ID'.HIdFRfEPkKIByeCO5k5R19Na�alaINJNCFYM'nTv«B'.KJ2De�IIJ90]CVmwtTiM ap 600 Scale � ypp 10p -1:154 f6= 3 &M 13 e xx 2 5 1 e�a 0 y}- DM II Aa= LOADING(,so SPACING- 2-00 CSI. DEFL. k (I igen W PLATES GRIP TCLL 25.0 Plate GIP DOL 1.25 TC 003 V.M L) Na - Ne 999 MT20 24/190 TDDL 10.0 Lumber DOL 135 BIC 11.0! VertfTLq We We 999 BOLL OD • res Rep Sts Ina YES 0B 11.02 HoaQq 0.00 6 one Ne BCDL 5.0 Code FBCWla]TPI2007 (Mehl) Might 19b FT-20% LUMBER- BRACING- TOPCHORD 2xa SP No.2 TOP CHORD Structural rood., hhg already applied or ac paling. BOTCHORD Pad SP No.2 BOT CHORD Right ceiling green,applied or 1060«lwtrq. OTHERS 2xa SP No.3 REACTIONS. AllbeeringsS Iib)- MaxHaz 1=92(LG 11) Mex UpIN All upas 1 W b«len etloings)1,5,S except 2-1T0(LC 12),a-15 L013) Max Ge; Alt read'pns 2501E arks alOMfe)1,5,2,0,9 FORCES. (Ib)-Max.Comp./Mex.Tan.-Allerces250(luorlesexceptlMieanown. NOTES- (11) 1)Wnd Aces ma live t=13 beve bean M guM) aW-1 demgn. 2)Psna'.ASCE]-tp V.n=le,and ( and C gum)Va (2)O1 mpg; for hea2per and I & b=2911',CH ll;of C:Endn Unitas, DOL=I 0 plate DOL-1,60 zaw and C-C Esknw(2)xone',GC Iw members entl lOrces 5 MVrFRS Iar reealone shown;Lumbef DOn= i pima gnp OOL=180 S)CapeOndDedlawsapoeaee,amese a0lehusaotin cermedaes MMANSwba bomml to Me face).gee Standard Industry Cape End Dmai laasappllrath,aruwmunrging, buiki�p dragnet ea p«ANSgTPI t. C)Gebk ro0sspmadat1 Ecom aam Haring. 6)Gebkuesh has al li-0«. 6)ThisudM1n beedngnea bra 10.o began 0200pof nMewanOnponruneM won my other live IwdE. 7)•This he bee designed a I«a Ilya bed enteds a m Me b0110m Hwa in all vada where a rtaalgk 1601¢11 by 2-6O widewill Ptbaweenane talc Hwaandam doer mMudsW 9)Pmvbe mechmli®I wnneEtiwl(Dy aM«q awn k beenng pkrc capable awiNSMnalne 100 to uplift apiM(s)1,5,6 eampl(1=1b) 2=1IDrigid A. 9))SemWald and Inmae iPggyng k Tru Membe«N Nay mccon Corr uxtl in the ana,sia ane design amid hut. 10)Bee Standard Industry Pgerb.<x Truss cMnCL00n De18ll I«eanneabn to Case VUEE as applYAbk.«rcnaun yu.lifetl Wilang designer n)midmenaacWrea was re bnsidesigned esennaiingdeigner bra NSI TPI The as yuseatria oode. mrorany p0I4W ler building Ia Na responsibility of do WMing designer par ANSI TPI 1 es MeronceJ by Me building mae. Q McWle.vsnrevcyn aervndus end..Mo.on nas a.A-une...xafwaeca asaaadrlr,,w,lMYMs9aawE wa. ti ao.,.mmlr.N MTeee..nned-11,x.d<a n..aaed.mv a an o.......h-n.Me aw.11 .a bwa.9 a.nn.�.+� hwua,J-aw—.—111. a gra p.......Page'... ra.aedwan �;aemw:•:�Poiec�:nn .en.e`. vwryaenm,..namrry k• deaf wmo..e--ni,end arua<ro minass ,—.,aaaiw,ne asu. eeryan. w,ow-Ywads'.nd b"119 dt—and wra erme.m ""w .W.Im cmeM.Dn4a.M Mal B.nYno pmwaml iimenn sf.111 m<.dn111aWa M. CF.aaM met. Job me9e True Type Oly, Ply it b]Ia6M - Ba993 ranG+IiE I BiWnNatice m, Jtlwmir,Fla]xM Iwo a la Ata Mnek lrbMa,YC Tai Yvbteidm ml]Flpt "t-0a ) Tb1t 10HHVFWEPiMA9laCO3kSR13NptlNfseO]StMNIi(YIVAOT2Gi'QERcdpFHyfMZTTL lap ]an 7312 1-00 NO`� Smit=139.5 0 0 S. 11 x lx Q 1 13 •a 2t xp 19 1e 9 le t5 14 as = sal ]hail Ae v P 610 L.OADING(per SPACING- 2 0 Call DEM. in (roc) Vaal Ud PLATS% GRIP TCLL 250 Plains GOP DOL t25 TO 043 Ved(LL) 0.15 15 .999 240 shi 244190 TCDL 10.0 Laressa3OL 125 BC 045 Ved(iL) 4.1] 15 .999 180 mlLL 00 ' Rep Stress Ina YES INS 070 Hool 0.01 12 We nla SCDL 50 Code FBC20tMP120D] (MNk-MJ Migh:9216 Fi=20% LUMBER- BRACING. TOP CHORD be SP Not TOPCHORD Structural wood ehedhinp dyed,applied or 5.74 do ling GOT CHORD 2x4 SP NO2 BOT CHORD RlyM telling directly applied or 73 aibasol WEBS 2x45P NO3 OTHERS 2M Sin NO3 REACTIONS. (Ithass) 2=MMAD-%,12�8N4 " Mu Hoa 2-1 111 Mu UpIM2=-29i 12),12=-2B4(LC 13) FORCES. (Ib)-Mn.Canp.rtBex.Ten.-Alltams250(Ib)orlessewq when drown. TOPCHORD 2a-884/157.3 -i IM4,4-5•-Snnn,69=5771833,o-]=-234/305,7.8=2346W5. 6&--STrAQ3.61C=5=7,1611-M 1M4,11-12 5641]5] BOT CHORD 2.21-WaY 00.262158M400,1&20=dB4/480,18-19=-484/480,1]-10535/509, 1617=J84/480. 12-14= ,400 Al 152253BI1]3.6-22=330/1]3,1]-23-33811]3,0-23-SNV1]3.22-23=28&468 NOTES- (10) 1)Unbalanced roof No IpWe Have been can idered for Mie deepn. 2)Who ASCE 7-10',Vud=130mph(3-aeon gus0 VMd:: 01.08,TCDD 2pd;SCDLa3.0pd;M298;C.II;Exp C,End.,GCDi918; MYVFRS(envoci gable end zone and C-C Eab,ior(2)zone;porch Mt and right edMMMMOL for members and farces B MYWRS ON reai shown:Lumber DOL=1.80 plass gnp DOL-1.80 3)Truse designed f-wind betle in"plane ofthe Wss only. For Muds exposed to*no hoolmtl totbe few),sm,Stannard Industry Gable End Details as appicable,orcomut qualifad buinblp dnlgner as per AN6IRPI 1. 4)All pale.who 2x4 MT20 utiles.othawise Indicated. 5)Gable studs snowed No 1a e. 6)TSns Was has been designed bra 10 0 per baticT tllad liw hand nnenwnent wah any Other line loads. ])'The Muss has been designed for alive two 0'10DpMm toe bobcm Mad In all areas where a remangle 169 Oil by 2-0 sane will M between Me bptlwn Mont and arty Other members,with BCDL-50pd. 8)P.M. connection(by cher)d bass to Meting Plate capable of Mi staMing 1 W Ib uplift or Finds)Gnats Sft 1b)2=294. 12=294. 9)"Semi pitch breaks Including 11eW Member end fixity model was used in the analysis and design ofMi.thss. 10)This manNectured product is designed as an individual OUYSmg wmporeM. i e suitability anti uw ofMR composed fa any particular bulling is the responsibility ofMe building designer pe ANSI TPI 1 as reMrenwd by the building aide. paw,aGaa.yeexb..1e.wn—iNorse ON had Also wawdowhexaareGaxaa.a4..,n,na,.,wwm,ea wa. O-an wla M u<ony-ii mi,uN w...ape This dme if and only,an-n,Ihwowd n tr an l oNlas,tai acnWn s.nY w :n,<<vimwmsulbwre.u:bniy..ne..nninvere.<mglm-e.p...isnnmprnl.n.id<.owuRsninre.i anrvn rc v�ceNm1-roormias..,n�,1v.—,.,N.lemme.11.a+es.prdImadas wWI4uqMen ...... anumia,nopmy . .. lawnyinat.<n a<.I<alaarmioi a,s.inaB.nnw..m¢ry it sal « s.uAzsoa Bycm.hp9eavam ecdaxlaGne wmpon.e mn.qPm.a%araldw, Job Tmm Trum Type Ory Py Tibet. beombi 92 TM (IW WH W.—Flmaow, Jtlwmlb,FlatW 2AYIeM19A16MRM IMUMes Inc TMrYesses"..." "pet IO'HMSRe PN19L9yeCO%5R1 Wqa VEeeO75W iGI Y2A B 7f jLFHY WYiIL • 9 o 1512 1eSa '-1Le 1a1z 7a12 180 smle-I a 42= 3 BD 13 81 2 5 Ia 6 say G 2y II yg ziil vkNf20-2i 1401 LOADING(w) SPACING- 2-0 CBI. DEFL, in (bo) VlM I/l PLATES GRIP TOLL 250 PNIe Grip DOL 125 TO 072 Va1(LL) 011 812 >B9B M 101 2UI190 TCDL 10.0 LumGr DOL t25 BC 051 VM(TL) O.1t 512 >BBB 180 BC11 00 • Rep Sheaalna YES NS 027 Narz(TL) 0.01 a We We BCDL 50 Cow FBC2014fP12007 (Msyl VAIght 0I FT=2D% LUMBER- BRACING- TOPCHORD 2x4SPNo2 TOP CHORD SWduralwoM sheds"directly aVdktl a 5-2-14 M MmMe, BOTCHORD 224SPNo.2 BOTCHORD Right telling hYec9yaWliMae-l-5xbrxing. NESS 2x4 SP No.3 NEDGB Loll:LL BP No.3,Right:2x0 SP Ni REACTIONS. (Iusize) 291 ,ate 4H) Mm Hors 2-152110) Max J"ift2 2Y0(LC 9),4-2aa(LC B) FORCES. (Ib)-Mex.ComplMex.Ten.-Allbmm250(lb)orlesse plwMn&men. TOP CHORD 2.Y-e>2 M,3J=STN60 BOTCHORD 2N-Y 432,0.843VeI32 NEBB 36-514238 NOTES- (7) 1)Agi ASCI rod doebelsmph Menbord gal al Mis1mph; 2)NSM:ASCE k10.Van=130mpb(3eemM guml=M=tatmpb:TCDL-J 20R; for MMMM 0pe[b=2911; s&11;Exp C:End.GCpi=0,15', MNERS(OL-1 e)ass GC EMeMr(2)zone,pon:H IM and tight expoaetl:C-C brmembers wll lorrea8 MWFR$brreetlima Mawr: LY IGrODast.Ee plele grip DOL=1 GO 3)TMtruu.heGar neepnM bre 10 D Dsf W.Mwl n h bah Whom doi unenl wind any ogler live be3s. 4)-Tbulmmhea beendesignedafaaligebMof20 twers on tM1e Gtlan Mal Fell ereeawTaearttlBngk 360b11 by 2-DB wbe WIi M Ddweendm Gticm Mort and any dela members. 5)4=240 mOManitel cannedkn(by Mors)d Wuro Waring plate Cepebl8dwlMdenllnp 1CO Ib udtll alloinVs)except D1=ro)2=200, =241. 8)"3embrpitl pMbuCins Mels"Member and emberentlwesuutlMeanalysis and ua 7)Nildmn dFdistleapntlaan alWlMngmmm, ThewdebiryaMudthb omp mbenpeYar Wilding Is theresponsibility dbe building designer WANSI TPI 1 u resonances!by the building code. Qwwaxa-✓w/x MrNe MrYrwleuwexNpxamoe ixa umwtucaomrax rs[HNFMFWaeasln9 m.rowaYaraeaswa uaE. �• ..'e bexueemrywN MReMmnrbtlma TliYMey,Y NreamH open paamelert¢MwM1 N Y4ren alasea si dn"''Mo V nl,np W ea rr.,2enxenumramlee lew°w evmlJry Nma�KW w1:m':wanmoT m.mMnmp'y MewnYw wenwnwrmanen'-a mese O. ee.Mp„maenrwNlH.,nM9m., m,mmM.p.,.m.IIM.r.n9r,p.rrmms9�r„9e,eamidemmmwGw. MiTek- YF"on,Aaape,dial wabonad.bralso—and.Mem:.me eb....MGrars'.. NemeCN auY]Im cwnpmxb eW PwYe FwYMd. ery=r—bon ennenb M1nmiruvePW IMde,21a H.—m..5uF313,PiennEN,VA29L. TYrp,”-I- JCD Thase Tod" Oly IF eemm ]m DOMINION , np]l pal PYWnaMEaam, A4am.Y.Flap11 L9ywCOg1.5R,g MneklMUMea,IV%%, Mw2318,S,,'A,]Ppat 180 1813 I ID:HWFRaEPKIKB,eCOSk5Ry9Ng553U3 015p�/TIIWNBMOG89aSYJLBy11MaWZY4M t80 ]812 ]$,] —� as,- Style—l at 0 BW Is 0 Ij 5 Rides Codes 2w II sm� X L0ADING(pe5 SPACING- 2-00 CSI. Di M (led) me W PLATES GRIP TCLL 25.0 Pkk Grip DOL 1.25 TC 0.]2 VagLL) 0.15 5d >99g 240 Mf20 21N19D TOOL 100 Lumber DOL 125 BC 051 rAnt(Ty 0.12 58 s9W 100 BCLL 0.0 • Rep St.lna YES WH 0.2] Hprz(]L) 0.01 d We rhe BCDL 5.0 Code FBC201MP1200] (Mebie-M) WegM:82th FT-20% LUMBER- SRACMG- TOPCHORD 204 SP Nog TOP CHORD Structural good ground,directly applied Or 61-1a WMs. BOTCHORD 2x4 SP NOY BOT CHORD ii wiping directly app or7-612 w bocng. WEBS but SP N0.3 WEDGE LM:2e4 SP No 3,RGM:2M SP fW.3 REACTIONS. (Iblsze) YelflroS-8,2=89&B38 Max HDa 2-155(LC 9) My Upltll4--229(LC 8),A240(LC 9) FORCES. (ID)-Mee.CampMae.Tan.-All Andes 250(ID)or Me except"on shown. TOP CHORD 2J=5]M]52,3 67652 BOT CHORD 2d40fJ433,4 4851433 WEBS 65=5181238 NOTES- (7) 1) mbad Unbalanced mol had e have been considered for this design, 2)Wmd ASCE 7-10;Vua-130mph(3eecontl gust)Vasd=101mW1 TCDL-1.2pa1:BCDL=3.Opsf:hi Cat.II;EV C;Encl.,GOpb0.101 MWTRS DOL-1.6,) and Di S2)zone',Wmb kfl end rlgM eaposed;CC Itt members aM forces B MWFR9 rorreeelwe vOwn: Lumber DOL-1.80 pk)e gripne O0L=1 SO 0 3)Thus Muss has Deem designed egnetlfare lDOpead of 20Opsf live t�doon WOW wresohersh any led deal A)•This Ovv has betel tldo.a Ma Idea teed i 20 0pelm Ne Anglian ehON in all emae xTe2 a mdalgk 360,111 by 2-0-0wkewill fit vid"m to Datlwn Mvdontl yd nofflidi members. 5)Pmvibe mechenlwl wnnectlgn(by oNpa)M Wss to belong pkie capable glwManMinp 100 ID upIAI ellgin4e)pwpi(I-ID)0=229, 2=240. B)"Semi-rigid phesond pro including isde igned Member end al tomodel wee used In Vro ubbiie 9ntl design INthk Was. 7)Wilma nukeuredproducl la the dean iig ivir W ANSITIN 1 s ibe wibbililyantl do dthia wmponeniMany paiivler Euibng lathe 2appnaibtltly M Ne buidinq designer px ANSI TPI 1 ea Merenwd by Ne Wilding cMe. Qwx9axo-o eortyayn m ans,—maaalo xwasw msaaro laclweoaaa[xe ,soiepawas]�]a ne.,ae3nwalFSOrtE uef. wxy wixmwvrymu urtekdmnronors tors eeagneewet mry upan oarartnenawwn.ane lsbeneJ.tlwewugmmoenem,ny wi�WeL N«.v'"i,sa:e°em�a 0°xpnermvx.emalne.ggliweuryde.xa a•nmxem ene wroenv�liiapvexman.p.imeln.mi«.o e aw mR+mam,me >m"ame«ump xmemewl ww.w.nern,mnm m.maxoon. m Naemw. ax rry.nempm.emi«nap«.en�w�aromeoeem„ee«e PePwn Dem.s..aoarlawce axmmawad•rea^nwr��ti em a«lig Tam1es. Weseardyl. adehonT— FT1n..: 1H--.9ub]11.aaddAVDDdr1M .1 a ,. .kO T.a. Tnu Typ6 ON Pry N10 N Brei ccMMOHOIISEA as BrIWnres., .Wvm6Y.Fla77Y L Mr1BID18.'siveseve,rix TnulY.raved1A1]PgFt 10 HH,;FRBF➢N6L9yeCOSk51hyti p563U3 OlepvMNSOCM[Gfi'C6WLpIUMxgpzY911[ �_ ]bR 11811 I'Se tA0 4413 � Y)a5 9P15 4U13 r Aid Scai X4 a B.W R DM\\ 2M 5 e 13 tae 13 19 ] 1] 1e w5b LU61e Plans CK V1- 13 8:0.3-062 t3 LOADING(pa9 S=D 2-0-0 C81. OEFL. In (bc) YdM L/d PLATES GRIP TOLL 25.0 Plse GnD DOL 100 TC 0.81 Vel -010 7.10 >M 240 ww 2411190 TODL tov.D Lumber DOL 100 BC O.11 Vert(R) -0.18 7.10 >999 180 'CLL 00 • Rap Stress I.. NO WB 078 Hoa(iL) 002 6 Na Ne BCDL 5.0 Coca F8C20l4RP12007 (MPoX#G Might:IN In "-M LUMBER- BRACING TOP CHORD 2x4 SP NW.2 TOP CHORD Shorthand vel shedhsp thereby.,IW or 4811 oc paill BOTCHORD WSPM26 BOT CHORD Ill ielM-q directly applied or 1009 W bond", WEBS 2x4 SP He 3 REACTIONS. (Ibraiie) 8=34911038.2=2QSl Mex Harz 2=155(LC]) Max Uplil18-EB2(LC 9),2=590(LC 8) FORCES. (Ib)-Max.Comp.Aax.Ter.-All forces 250(id)or less exup when shvi TOP CHORD 2,3=36351883,31,4-355014-51,458315-6:1,0481 BOTCHORD 2-13=]482998,131b]48Y2988,B-14+-]4BRWB,615-i]5/2313.1516=<]512313. ]-1605123137-17=7)B(3974.17.18-7NV3974,5-18>-]I9r38]4 Al 4T=89213293.5]=34Y164.487]]11695,3-8 -251 NOTES. (12) 11 Top wayto neWnd as fbgelhsweh rover rover at0-9X3')naia es blbwe: Top chords Wnnagedmla,Wilyesl 2x4-1-2 . tri ge BONom GI«dsd as seletlasold-I 2 ad 0-91 elppered etOJ-0au Webad..,edea ea red a3:Dia-1 row a10.9-0oc. 2)All loess are have deans epu9lly BppNOE b all onlay,adapt X.deer ) Irml(F)ie back(Bile r in tlb LOAD GI13E(3)eMMrl.Ply to ply .actions have Men provkeal0 tlispiMe only cadenced es(F).r(B),unkas oNerwise ntliGletl. 3)gal A cN mN live Im]a Mve bM0 Wnsitlerea Iw MN 0eelph; algal ASCE elIDI Vutl d vessel h(3-xmna hasp Vasa=101mDh: OL-I S 2pag: grip DO.Opaf:M1=2811;CN.II;Exp G:Er¢L,GCpb.18', MWFwss has l.pe)',end verliwl all dna tight exposed;LumMrOOL-1 W prate grip DOy Mer 5)'Thisusasha Men Mvgnedl.ra live psi Wham MMIM be]rwnemcumM wtlllsly m livebWe. 6)•Thkimsahesbeen ch,rdaa foraboth IoM020 pN on Lha bods.MorE Fallareaewtlseapdengk 369 MII Dy280 wide will M eriaeen the bpnam mad dna any other members.Must to 7)PmvOe maM1anital connection(by others)of Must ro Mernp plane capable NwMMnding 1001E uplM el lant(a)exmpl U=6)6=692, =590. 9)Use peStrong s including USI he&C Member and Tm .Sial was used r in Ne anatytla and Malpn 0 this2-GO Was. 8)Use Me a.n nd.1 T1 LU346(b1 W GYMr,41N Truax,Single PN Giller)or epuivaknl epaMd still.[max.darting a12-11-0 hU Si psft endurng Te laarmed14-1 M)be,4-Iaxd Wtlwn c.No. 10)Uu Simpa.nothurn Te HHU528-2(141M GYtler,41W Truu)or epuiv0leM al t2-b12 Ran Metall and t.c.nnW W55(eslt. Mcklau IN colo.W ad. it)Fill In nail Well o vile.M1as is Fcorked printer. 12)TismenNaauredpmisde )nWasmintluel rp Wmpmem pediwler Wilding is themaWnaIEIIXy ally building designer per ANSI TPI 1 Rasteregiona uby buNilddiniag birds, ibr any GLpO1A1D�1CArS�E((S) Standard IN3.nvvryeaewew¢Iox ]waax.rrvcttm[orrtx as FF PAOE ra]4n rawrsoraaairAE Odid—leroroeu mill alna»��Tnedeus,11bill IllyI, amnselsnan I.aina<uW m.rd Ping I...n. Brae the,me nulYMp bnn reMy reTy eon para...... y .-I ryagnw� �W _:r w.r..are'"arBi"iiM the lagpil Wier ......Bi�n....eb.�,a en�wnkeddin ."drrw mrepgereuw MR6�( crave,—.d.�a�eTrull.ewrrs.rw:v.e iry.a:ysrelpar ul aluwml w.IMenw.oeeaaarw xsB.11Pine9e,rw.we Wave.[dew. YerylMomution aniaee rmm iruve Pore InflnNe,]te N.W Slretl.5uie34.uegnOv.VP]3]Y. Lamp.R to J. Trvea Trvu Type py Ply 0908] COYYCN41gpFli autlee Felbuq, JeSsonWIe.Fl31bB L I0.H4FREPN3R&eCOS iRygWOS3U gO 9,YMrcI1plyl MMC)OBBCSVdLMIlUMGpgep3 zYi LOADCASE(S) SIa aM 1)OeW a R441 Live(Ualenm ):Luml a Inmase-1 M,Plele Invea9 l,W UM.L4aea(p5) vert 14-)B.e-6=70,3-5 -10 C4n.be!W Leetla(IE) Veit 13455(B)16--155(B)15-450(B)16458(B)17 -5M(B)18 -3173(B) eWszyvtem Yv Eee ab:iv�lreer,9.r.mpr.r:mBay.mW�nemiy:wwnennyIni p:edi ml�emgpvr.w.l.mmni.u..ma Be�r cerme.ON6eiNa.eePi•wn,eeo:erewl<wmerv.nn,awmlareemnpHmoemcemmema.wbmann.Beopn op11um :giio^metlbemI^u n-e-. . v., e Mi6 " e ebrc�an.tlwa0e,eemy.neuron Mmanp Ntuwe.naw:e:rsleme.see Ns m ,,o9eaBnleecBl Blielry ceelPerw T6gG 9efe9ylMomlNen ennW M1om Tnee Plne Ineeu,ttB N Lee Sreel.Yrle JI3,Pleeen]re.VR]3J411119r ..emP,I 89810 Jeb Trues, Trusts Typo Ory Py Ttaleew al TeegaAE + as.pyalGyau, ,MAnfyF,Fla pa, 1 1810¢N' B A'a MRW.—at .so IASB R3n11 Pq.1 ID:H d Re PHSLyeCOSk5Ry8WgZM H0'IMm119P2ewCu1T+61K14a14aR5e z"J 3U0 Si�2 F 161P0 2ao sRz sb+I 1255 al 12 S.S xN s 3 2 Ia11= e 1 5¢A= _ 6100 J A112 b1 1 . LOADING(paQ SPACING- FAG CSI. DEFL In (ba) Poen Nd PLATES GRIP TOLL 25.0Page Gap DOL 125 TC 089 Val 0Q 621 #TO 200 Nall 2"190 TODL 100 Lumber DOL 125 SC O41 Val(R) 0.38 621 >= 180 BOLL 00 • Rep Speed Ina YES NG am Haa(TL) -Dot 2 Na We BCDL 6D Code FBC20147PI2D07 (sup ) Nwight:Alb FT=2096 LGMBES BRACING TOP CHORD 2x0 SP N0.2 TOPCHORD Sndmel wood Member,0ssay apged a 2-2-0 to Whim, evUp1 BOT CHORD W SP M 31 and" nd vMicels. WEBS 2W SP N0.3 BOTCHORD Rl9ld veiling OiraclFy applied a TQB es,bla.Y^ Ig. OTHERS .SP No 3 REACTIONS. (INsae) 2.593M38.640'LMedlAn'ral Max Ha22-M2(LC 12) Mex IIpIIS3-353(LC 8),&18) FORCES. (Ib)-Max.Comp/Mm.Tan.-A4Mme250(W)Dri ss ptw nMoan. TOP CHORD 2-3=616512.3{=61M598 BOTCHORD 2a 7/560 WEBS �69i1829 NOTES (10) 1)W1nd:ASOE T-10;Vun-130mph(6s=M guM)Vsed=IOIMph;TODL-J 2W,,BCDL-3.0pe,h=2910 Ca,II;Exp C,End.,GOpl. la; MINFRS(envebpe)gableend zone and C-C Ethereal zone:po a11M end fight mppwd',C-C far members sod faces S MVA RS for "Nous ns shown;Lumber DOI 60 plate gr,DOL=1.60 2)Tluu deegned brwind bads In Ne plane athe W»ony. FasWtls exp0se01owlnd(nwnel W Ne face),see Slendab ledustry Gable End Derails by apPliwble,or wnsutl qualMed b.IMing deagner as pa ANSI?PI 1. 3)All plates ale Zut I unless anal indicated. 4)Gable studs spaced atDdo 5)This Wast hest been deal for a 1D pa bout.Mad 1.bed nwvmwneM sal wy Met live bedew 6)-TIAs t,as has been deagled be a live load Of 20 Dead On Me Mtlan Mad In all areae stag a heated W&"hall by 2-0 wall x111 fit buwreen the bonen Mae and any other members, T)Refer to girders)braves In WM cennediwa. 3)Pmvtle meMenical ponneadd(by others)of Wu to Mamg plate capable W wNlslanding 1 W It,uplm at joints)exwpl p=W)2=353, 5=260. 9)SemHydid pnchNeaks Including heels'Member end MAY model waa used In the an eyes and deal aMas Wu. 10)T M mandacWred produd le desgned as m individual WlWhg w Pwant. The su atelny and use of Mas oompOnMt Mt my pallawlar buil b Me h sp3nalNlny dMe buil ing desgner per ANSI TPI 1 as,referenced by the buibng coal, QwuwxO.vwpaupipvenw.wau0xom w ixs.lwmctw[O.Yr[R REaaaaNcavl0a Ms3n3 m.fawrzneeF£OPE use Oea wtlar we ...11, ass, stce a:epeemt,e for memeM1wn.sieur ,ay.l,,al ,amye NxiFinax,^u ryN.m.IMM.up.Ine suedes..grmuelwryNegpuwm>eeverwar.Ie,e^^e wW.Mro a t.-I mt oy ec eXONewWI exon.apeN..am.aamlw.esmr,...�Iw.uaNmmsaaplver¢.w..enaemm..eenem. ll.mraw.,.wm.pmb.me MRek' aWays,puaee MrawlMeau rmemme.ree.en p.uve Po¢w'ail^rvrv.^e PePoMp'^w- weal aulprue rp.mvq p^ keae,eW,arW , , l +q.yeyOµy,OSedB.ne BCMAVINbq Cenyenem gayp ts .M e.ffabl tlm mae..n.a.1-sal TmPo1.1O 7 . lab pasTrvx Tyle Gry PN a>sx xolnw ] 1 TaTladd - BW1bnFMaSeun. JWaortM,Fl]IIM >,e1p,Ip ter Al a stirs" OY.kc TU W TI M.Sl)ppr IUNWFReFPNMgrCOSkSRyJNgL KPFK7EON4P2»CuYIM1pN Wy.R9MFZYTI ]AO s12 sato Sol 1212 4 sag n 2M c 3 2 5 b8 i S1B I PYb gfaeb lY..YF 1242-1561-01 LOADING(pa0 SPACING- 280 091. GEFL. in (ked) PoMI Un PLATES GRIP TCLL 250 Plate Grip OOL 125 TC 0.]2 vivi 0.50 58 -255 240 W20 2"190 TCOL 100 Lumber DOL 125 BC 040 Vvvi 0A1 58 >S13 100 BCU 0.0 Rep Sew Ina YES WB 0.32 Hmz(TL) 0.01 5 No We BCDL 5.0 OWe FBC2014RPd007 (Matda-M) Right 51 to FT•20M LUMBER BUCING- TOPCHORO 2x4 SP No.2 TOPCHORD Radia al wood Me hg directly ap,ied or SI old pudge, adept BOT CHORD 2x4SP M31 and verfil WEBS 2x4 SP No.3 BOTOHORD Rigid ceiling dirtclly applied or 0-5-2 ocMore, REACTIONS. (IMehe) 2=59]R3854022Mechenixl Ma Hoa 2=1921LC 12) AS.UpM12=2hGLC 8),5=-2121LC 9) FORCES. (Ib)-Ma.CanD�Ma.Ten.-All fevrtze 250(Ib)alxaamptwben ebown. TOP CHORD 23=5901399 BOT CHORD 2-5=6DS10.93 WEBS 35=510,590 NOTES- 17) i)Wmd:ASCE]-t0;VuK-'W ph(e-xcond guH)VaW-10lmph;TCDL42peb BOOL=30pM:h- 9M;CM.I1;Exp C;End.,GCpi�.18; lifil(envelope)and C-C EtleIgN2)zone:pwGl list and right expossal for handles and krta S MWFRS her reactions Norm; Lumber Doi 80 pate grip D011 60 2)Tnle W ser has beer,designed We 10.0 pad bMlan orient live head nglCglLurteMwHl,any taller Irva beds. 3)-This Vux has bean designed We live ba]df20ApYm to Reveal dM1ad in eF ammM aMotan N 3"MR by 2-00wkawill aI balwaan Me bpean chord and any other members. 4)1to giNMs)for Mss to tax connections. 5)Pmvke mMMni al wnneNon(by ornery)0 Was to Bening plate capede ofwMNnding 100 In uplift at ii awpl(12-280, 5412. 0)"SemHgk pnrdbleaks including MMM Member and any model wR used in Me analysis and design ofMIS area 7)Tllh nreartetlured pmM,t h designed Asan individual WINhg wmgneM. Thewibbililyanduse NMismmponentWany Dant W bulNag Is Me napmsibil2y W the buiding designer per ANSI TPI 1 a rMMenced by the building wde. QWMlaxcvsrM e++,pn wwne,sx,M as Nptt5 PV M5dMew:LWEpYRX pEFEPFMF MOE1i](/a m.aMWn/eaezpx. w vppemorBe aniyvnn MiieF¢cmnecbrs.rnisenig1^eMW only uMpn ps=_xa Vwn.nYaban YLLNau,l rq ine Rsin vT muo vvly e.pu M elen,Mp im,pu eYeMpn Mono Nppgal bvWan eaugn a nongaineeTM'Ie la prevent vi, lvv Nineireuel weeeManeMUONmem[en tty. perry aapam.xm daelnp ,Ym^imnem,nznuly anelo prevemwlepeevea pcuiEMpxwal nyryad paq,eamv� oronversasonvo Aelni .I.an.,m.i."erem--tvrewnmwuee......ayal,ma x. AyA'R.IGWXy C.,Mo......1.ewnpme pp paha Eave atlayaicmu,mn.vvu.el.room rrva¢okra mfeNe.z,e N IrbnM,aubau,Aearda,vAmu. np R sand Job Tu.a Trues Trw Ob Py ilallMB] yrz T- PCK PJ£CVL I waY.GMeb.m. .bmMe,FlSRM ..e M IBAIB MIieklnEunnv,Inc.T 91a5B9]Mt]Gpe, ID:HRxFRaEP0RL9pLOBF5Ry9Nµ1 ogEU9000RU 9_EM75NEI3rFRpaRhEAjMSYM • F la 1.0 z,Iia AO.. V. 41UU sl.8 zao A. Sole-1 s m e emu m �. o a 1. t as= bBG 11 8 and\ � SD. SS. e 1 9 0 tz '"'1111 6 u aw= eas= lass ~ NOO 61d PIM Y 2. LOADING(In SPACING 2-0 CSI. Di F (bc) gtlefl Utl PLATES GRIP TOLL 25.0 Plate Or If DOL 1.25 TC O09 VrRLy ..18 10 >999 2a0 MTA 2dG190 TODL 10.0 LumGar DOL 1.25 BC 0.44 VaHTL) -031 10.11 >TBB 100 BCLL OLD • RepSashe Ina YES Vr13 0.85 HorzQq 11.3] B Ne Na BCM 50 Code FBC201d 12007 (Mabe-M) VVI 11811, FT 20% LUMBER- BRACING- TOPCHORD2xdSPgal TOPCHORO SFIWrelDao0 sM1MM1Fp tlaectlyapDliMa}]-11mpuNne, exwpl BOTCHORD ad SP No.2 end vr8uk. N£BS 2,4SP No.3 BOT CHORD Rgtl nIIIIIg i irel epplietl or B 13 ad facing. REACTIONS. (INNsa) 12✓)d1N ,Isis 58 Max Horz 12=2]0(LC 11) Mx UpM112-221(LC 12),8>-221(LC 13) FORCES, (tb)-Mu.ComD/1Aar,Ten.-Allroluc250(Ib)a Meeeruptwen sham. TOPCHORD 2-12=1331Id]5.23=211D]884,3d-1911/I28,d5=-1953�dz5,58-1961M89. Bd12226 T BOTCHORD 11-12--288(!25,10.11-d55It 950,9-1041511&0 N£BB 0.10m2U1129. 1-41411diB,i9>-31Y135,89-�18't805.31D=3TSG80. }11-3151128.2-11>d1011805 NOTES- (8) 1)Wnd:A C 7-10; laetlsbavebeen MguVtli sd=1Ovayn. 2)IAAAFASCEP1D;l)ard C0mpb WN2)zo gas pd vertical pb: not damsel II;Exp C:Enol., mmatio18: an., (ender DOL-1,60 GCBMelbrD zone;end vertical"and 1gM emoaetl;CL iamambm elltlroluc8 MWFRS faruabna a1lWm: b he. DOLde ig eIM grip DOL-1.60 3)This Wssbass been delgne]fora N pMWtlom GION INe IwtlnonwnwlRM mianyvsMMrIlre b4s. O)•This Wss has barrel been chord a brn Ne after me to OW m Ne bMtom cM1ON in ell droa5 wbero a reclayk 380hill by 2-09wbe will 01 btlween Me Oollom cbons ser any oVror members. SI Beating at jtestin s 8 considers parelbl ro grain value using ANSI?PI 1 engk ro grein formula BuiM'mp tleagnr should verily wavda of bearing wits%. 8)B-221e medlen'llal cmnegKll(by oNetS)of hues to bearing plate capable alwXnatentlng 10010 uplM eljoini(s)e6epi(X=1X)12.2z1, 0.221. O 71m.�Sevrmanufactured! pXurGeabiottilmigna Member Ono arnrevOlal mcwuub0F meamyaband tlese thi$ Doss. B)bilis building Is M hand gWwft is Me builtl es de igner Per ANSIWilding component The suXMe b en0 ua i W ibis mmpanentlrany pelllmkr bulltling le IbB mpmabllXy W Ne bulking designer per ANSI TPI 1 as relerencM by Ne bulNing mtle. Q Wx,¢wNa Vxxy avgn.,I..wmax rlISex ax i vvaxomer P..v.rtx Asia-1 avloa,wx mm.lawrsma maFris les. an n— nnu%a mn-r,1 eme; ,xr,ps-m—d 11111—,-xewa�.ew.wIr.— Mliak®mnroslors e m paro seri iv �ei.`t'en`,s�.e a.eixrm analn5�ma�i wea.wenwn,mnm m.me.n nw. w.n..5 pemwneM bane MOW poeveie nNC.tlMy—.n...... n:Nnone o�weus.Mwwewe....I,.w..vene wP Aeggevox" me^e ,aaWme.eMmnNeuA. mnap emmrymm SM hers,1 . Srlo bE Tlue True Typ on Ply yeady T" at fsesi 1 1 ilmt AbRederaromiloctionell 9Ytlen FUlSwm, ygeenM,FldIIM )lapid As la.1..—vide., TU W DIB-AN AI]noel ID:HWFRSEPi0Yd9ye O%SRyi'tVe-VlilM 9MMCJIALEMO y(DYOMBVrwGR]iYiM zoo st.e 9118 rasa I9nn zoo st-e alba atop st-e 4E sok-111a a awfiT aa4 am 0 a bH= 64 m 10 a e 2 66 4 56 t e g 2 Iq n 36= am= 91Y8 vlala 11z L0AOING(a0 SPACING- 2-DG L51. DEFL b god thadi UE PLATES GRIP ma 250 Plate Grip DOL 135 TC 049 VenGLI -0,16 9 >9B9 240 W20 2"IN TCDL 100 Winter DOL t35 BO 016 VM(R) -ttm 8-9 >]4] 180 BCIL 0.0 • Rep Shea Ina YES M 0.67 Horz(TL) 0.30 ] n/a Na BCDL 6.0 Case FBC2014RP120()7 IMebk-M) Insight:115 lb Fb-2 LUMBER. BRACING- TOPCHORD 2a4 SP No.2 TOPCHORD Slluoural wuvtl sheathing didectly appeal as 3+15 a ands, eaceq BOT CHORD 2a4 SP No,2 end ven'Ira15. VVEBS 2x1 SP No.3 BOTCHORD RgiO ceiling grtdly applie!r6-]-3 a bung. REACTIONS. 0lasia) 11.93Q0.58,]-P6N58 MuHint 11.257(LC 9) ,.UPIM11-222(LO 12),]=1]2(LC 13) FORCES. (b)-Mm,CompJMu,Ten.-AAbba2W(lb)arbeaexwpl M1en Maws. TOPCHORDGOT 2-11=B31r513.2a=2013910,3J=198N51,45-198Y/53,56=-2a]WB21, 0- 11-21402 VVEBS RD 10.11--26 M.5-9 910-78711912.M-79711 11,12 NEBS 3-1 3 /1]62,5B= 601191,Sd-122/1BB.60=6M/1628,39�2]r330. Y10.321/1]2,2-1 0-60111630 NOT (8) 1)WW:Aatl rmIINe Ipeaa Ilse( Cp1 ,uV) (oW=1tleagn. 21UVvF:ASCE]-10;),and GExtedy(2)ztle:add pa;TCOtexpos: for Dpd;n=2911;Cat II; & 0: RSfr dei=0,10; MWERSumberDe)=Itl GCte Snip 2)zone:erp venial b11eM Rye axpoag;GC for mempeM entl blas6 MVvFRS bi readbm Mean;LumMeen des60ed for Snip DOL=L60 3)ThuOurs has nn ddgnetlfora Me rdbooma20 damIMIntlomchcurrenlwOM1 any Met live cads 1)•ibis boas M1as been gni nd a for of entl M 20 Opd an Me aallpm dtptl in ell arta wM1ere a rriengk 36O 1e11 by 2-0Owbe wlll Tnbrwean Mes)11, noraidea anyplhermambaal 5)Baring of been)t1,]2nsitlers pmlkl 1p grain value ueing ANBIrtPI t enBbb BIaYI IalmuM. BuiYJirq tlesgmr sbpuM vanly novdtyd hadvaw nia. 6)7=172 mecbanKel animation(by NMis)of truss to MerMB plela capable of whM1slBntlnp tOD Ib uplift altend)aaaq(1•Ib)11-222, =1M T)"6ismnHplmllvp including isdM1eels'MemMend fid,wMalWmMe1weevasab aaalysis and tlesgndis Was. B)Wilding is Me r st pWud is tlhe Wildea en iiMrvr per ANSI TPI I wi s M. ]Te wpthe b arltl Ua ollM1ia wmppnentlrany artlalr Wilding is N<maponabilAy of the Wilding designer per ANSI TPI 1 a rehrenatl sy Me buibinp age. Qwaesvu rye ,pammerm do ONprtsoxlxeunu L[ EOMrtx FEREx FFAeM.nr.tevarFasfpu. idea,,vara rerun mlu.nn lnrteM,,nnenors.Tins u^ deayn,,eeed, wum —o...ane,,w an In recuueuagp ownsonwaa rn� n Ing deApnermutiveMlne MpbeYlryWMapnpan......epnpe rs a II px�`n^eewreaaxmUlglenislo prevenluwYlnp ollndmduvinuwLarWV WdmemMnnnly, A I methy�pMnvva he6a oage� elllry and ld prerem wll.pu nN paWeurcoM lrvnrv.^d pmwro am.pe Fapem.gundecomp hoots ae maanpaa�>x an warn asl� aboaH,haa",oduse.0shaeewecabassa rrnerem apepwlw Fan ew. n,,rine naval e . f.P .HsvAmu. names, I. YU IT. Thera Typ Dry Py M10 W im9] rte RWYe^Gltea9F t BYtlen FlrAawvu. JxbwMYFl]pY ]BWeMIllonsidims upW,Inc.Tnu LbDless:EA1]Pat ID'.HI�Rf EPgIABp4p8N5Ry9'l V4aDIhMSG W1fiETMF2NbJ W 3LEHpzNPYfgeyil(i fm std e-Ip0 MO am ala rafts eOd Y1a zm ee= Bm Fu e me e se ,es i 6 AL 11 4 e qe 4e. 10 d d p it mil M. 1e ego 2 0 4@.zl ma19 12 $ l Ora= �9 5 til` Al 86011 a�, 8 1] 14 R 56 G M ale= LB= 11 1w leg PMfo OBsds 1 a m ).Obi 62 B.0. 261 s snala Quol'.041-411,fig:0.1361 1 L0raDING(pM) SPACING- 2-0-0 OR. Di In god) we UE PGRIP TCLL 250 Plate Grip DOL 135 TO 0.59 Veri -0.15 2C >%9 20 MT20 Pi4a1W TOM M0 Lumber DOL 1.25 BC 0.38 VM1TL) -0.21X 1 s979 180 BOLL 0.0 ' Rep Sties dna VES WH SM —M) 0.27 17 We We BCDL 50 Came F8C2014rT1eIM7 (Mabe) Weigh:2541b F7=201t, WMBER- BMCINTi TOP CHORD 2,,4 W Na 2 TOP CHORD Sbotlurel woad sheMhing dMx aWliW oro-611 oc purlins, exmpt BOTCHORD 2x45P Nat entl verticals. WEBS 3451,1103 BOTCHORD Rigid ceiling directly applied 0r i ca,thein, WEBS 1Row at mimpl 519.7-10.B-17,8-16 REAC1dGNS. (Ids¢el 22=80G'0.58.14=106115-0,17=2082113.9 Merl HDB 22.352(LC 11) Max OpIM22�212(LC 12),14=209(LC 0,17=3110(LC 12) Max Gm 22-860(LC Mg.14-UWLC 24),17.20B21LC 1) FORCES. get-Mex ComplMu.Ten.-All Maes,250(Ib)or tis exuTA shad Mown. TOP CHORD 2-22.3341185,2-3=16891657.31-150)/50145-1401/512,543--343320, b)=2)4,326,73=1 0921 Si 10.ll-i 45/ 78.1611-d13H D51, 11-12.32215)6,12-14=3113232 BOTCHORD 21-223891420,2621=)03[1651.16x0+A2a138B 1 B-19=538/397,17-t0-(136x406 1617-763481,1518=53)/303 WEBS 2-21.38811325,321--289/126,520=4931372,520--58911443519=-1521/510 619=-28703,7-1F-235r755,)-18=944000,&18=29&1181&1 7=168 81621, &18-5050]0,1618.1291351,11-16mlHi 2,1?15=J531247 NOTES- (9) 1)Unbalanced raoff leads have been Wnsidelem MMls aftent 2)W1nd:ASCE7-10;WI l3p ph(Ssound9us1)Vasco=10lmOn;TCDLM2pqBCDL-3.Opd;h-M Cel,II;Exp C;Enc1,GCpil.le; MWFRS(enmedi and C-C Exlenor(2)bane',entl veNMl MB and di expenal for members and forms 6 MWFRS M sapgons sho,Lumbar DOL=1 B0 plele env D0L-1.60 3)Promisee adeaude mraina9b to previ shim paddMg. 4)The truss has been dei fora 100 pef bottom Morro live ba]rlmmncurtdll will)any Miler live barna, 5)-The thus nes been damiW We live ba]of 20 OW on Me bMlan tlard In all atlas wlws a reatar l}6-01.11 by 2-00 wens will M beMem Me Nbcm 000 and any other menages. 6)Bear,Mjoings)22,14 consulates parallel to gain value using ANSI?PI 1 eligible grain formula. Budding dslgner Mould verify capacity of bearing BfNce. 7)Pmdemecbniselminedb (bydhem)d WmtobeanopistemableofwMHendnglWIbuplMejoint(s)bxmpl Ut-Ib)U-212, 14=2091]=366. 6)'5emi-rigidpAMbreaks Includingheels"MemWrendlaitymW iLunausMin Mear llysdsandmeslgndMisturas. 9)TMs manufacWred pmducl m deagned as an Individual Wilding ccmgmd, The suiMMlity and use dthls component for any petwler building Is the responsigilXy of the Wilding designer per ANSI TPI 1 sm rMesMed by the Euldin9 adds. Q....Mrray"wplpwalm m-mane..as nxaxrwxrcLwaovBltrEFaaaITC Am FSMM4]I]s m.taatnarseEfoM w4,. zpn vYiEMuse anrywAn Miierm m+nemn.Thn Jeeign re gesso ony upn�vremWnrr e�lwn�Ia�an y4HquMeWMryrarrpenvnl,ren king s, lip Magner muer wlry0e ggiuLey dp n min pe9eNYN elMervl aelaNalmadm labpnvenr ardny MmaiMay.l bv.sww.ea°d pNaY meme.n wYy. XkN lengrwayang pelmelma Mv^r-rg MIT mass,an re Prwem mrdpee.M pa=siae pemm�11mr an,praM"mega.Forgennmadomantlear^al ..g.mi immoventheival edam Wassymeme.s" anrv1PIl We Cnrlv.o OIreemlednlrq eemlrp"" Taol1; a.a61w. sand,Inu meum are"end rmm Tlim 1,"e 11.11x,.Its n fee slid.sae sta..umIs..vA 22tll ers,n roto lW Tad'sT.Tl Oy Py ml % e0Na3 Tao /,Trb 2 1 WMen Akl6arn, JVJanvila Fl a]2Y 7p10 s0}197116 MRek IMiet,11 In Tau WrA 10S0m7111 P I ID HHFftEP aNK-gy LoSY "NgNPSN613uaM6asejppml AJFTM%UcOLPNVOz 200 U-I2 iY Ida zJ6 2d8_ 69L t eld 2-111 111 siz zm seeks 172,4 b8- I1B flat B.W 2 a 0 2aa- live ] 10 m II2Y II Bil0 20 Zw II 46 II t1 Bas s 6 12 o LA. 1ab a y .2N7stbil tl Y0 t° 10 1. �y 20 Ob 19 ie AA .12 0 ]a¢c 23 31 y 32 2117 ]0- 850 12 36 St12 2>B 40- ]v1°NTXYI$% 40 lit I 3L A e OBsets X 545G313 a B:D6i d 120. 0 t0: 3 0.24 t 1 0. 1 15.0300.112 19621126b111 1.1 f 2 LOAOING(pa0 SPACING- 21 CSI. DEFL In (ba) Whill Ud PIATEB GRIP TCLL 25.0 Pi Grip DOL 1.15 TC 0.09 Val -04321-22 X825 200 MT20 2"180 ]COL 10.0 Wmber DOL 1.25 BC 0.]6 VW(R) -0." 21-11 >2W 100 MT2CH5 187I143 BOLL 00 ' Rep 6treve ver YES N4 1. 0 Harz(IL) 0.33 17 NB No BCDL S Code FBC201A 12007 Go"I'l M) AM. -0.2521-22 677 300 Wegm:326 lb FT=20% LUMBER- BRACING- TOPCHORD 2r6$P M 31-ExrapY TOPCHORD SbIxNrWw MmhinStllledlyapplboar}S130 "hs, wrpt 58,13:M 6P M 26 and vamrals. BOT CHORD 2x8 SP 2400E 20E'Excil BOTCHORO Riadixilllgtlired"plNMEp1000ab1acN9, Exci 19.21:2x85P M 26.17-19:a4 SP No.2 }2-9 oc Matin9;10-19 NEBS WSP Mal'Exocpl' 6 oc tonal 17-10. 13-19:&4SPNo.2 VEBS 1R.m maps 10-21,1320 OTHERS .SP 24OOF 2.0E JOINTS 1BMu at Apa 25,26 LBR SCAB 21-232xBSP2s400F2bEonesMe SLIDER LeIl 2x9 She No.2180 REACTIONS. (Iwalze) 1T=15151P58.2=160TNSB,21=013W3-0 Mu Hoa 2:: 0 LC 10) Mix UPIieP=1III 12),2=182(!-C 12),21-212(LC B) Max Grev 17=151i 206 2=1918(LC 2121-71 B(LC 25) FORCES. (Iq-Max.Comp.IMu.Ten.-AIlhodua W(IB)or Mfaexppt Wpgl NOa, TOP CHORD 23=1955/238,31-23711539,65-200lii 5 6=19711397.6-7-161 T3=6721331,& -SI G05,&10=682(!32,10.11=23181809.11-12=23055)8 12-13=24OW5]2,1}14=-481821314-05--3 alll ,I&W -INK)l BOT CHORD 2-24 -37112115.2}24-2]18115,2381=2712115,2231-27112115,2232=-11411]01, 2132--1141698.7121=14811]45,19-20=85]1"),18-19=5182928 NESS 422-0209130.6.22=0.1&95,1621=81125],1518=512209],]-25=13911269. 2538�13832]O 1P26=1281284.14-18=914202,14-19=-i1N1"],1}19=-5332696, 10.X6-33&943,1}20 33661340 NOTES- (14) 1)71 " 10-00aub 211023,backbn(clore SP240022.OENiN2roNta)Mipd(0.131'x3')nal"2p ) ro.c, pl;a1Win8M P401romenampim23,naB2 been ala•erner«}1.12:91aN�q Mt4-091mm ad atpim z3,hellzmw(e)elro.c.ror 2.0.0. 2)than:A C m-1live 10Waawe beenuneMdid bl1 101 mph; 3)MMASCEa an iuft-t C0mpa(3-c cxl 9Pa11 forhan1mph:TCOLcons&MBCDL•30ansomea Cal,Red 4End..GCplate ; MV.FRS(anvebpe)and GC EMWR2)zone:C-C for members ntl blue 8 MNFR6 brreetlbne WOp;Wmber DOL-1.60 plate 90p OO 4)ProvbW E0 e eauele EMbpe to pmreM w01x pontlln9. 5)All patesany a Meen pebaunleee 100 iaeboomee. 6)-TI trans Ilsebeenn Madill ]rare 100 Darbo f20cbwblive tanpnunamalwlmany MMrliveb0tla. 7)'Tlak Waa Ilea been tichod!la forn of er m ndate,st on Ne CBXGm UGm In all areae where a rMan9le 189tell by 340 NMa will M Gaelaen Iha Mtl[m cbom and any other members. 8)Cashel chains Mad(5 Pao Gnn)and additional T-25,2525,1629', Wall (Ii lead applied only membra.21- 210.21 9)Bpllan tlwE Ilve batl(30.0 psQ and aeaRionel ba9wn Mlatl tlme bad(IOOInf)aPDIIeC Gny to mpn.21-12 a. Yom. faaq aram les UpEa aG m.faea4gaeF£PZ I4E. O;aT h T i9 W Waa ren' 191rgw�1� s ve N 44 N aOanG Mea i6gen ad o µbvinci � iaY vne wa v Mw N']pema mPane ww p hBm m<.�w.. o,em.,Ivme.,a mv.araaw sil Bdainvall -218 51i a1a MGXiMLO8BJ0aMB6910u alip CompewX avpa ,,.,aae. . eny.R N010 JM Trvea Trvea Type Gy Py WIB BWlOt T10 C 3 1 PytlneflrelAd+u, .M+sMY... ...16A18MTeFIneustic'. TIu0eser.N.Bq'm St]Pp3 NGTFA- ( ID HWFWEPN 9yeCO5M:6Ly9 "PsNti5u1M9u jI H iJr4F e?DDpUXPNVO W h 11)PmWMmeCbanialksineclbnghatlron)altruae Lobo,moBltle Causedn Me eanaMinpnd IpunIAImis"a)ercep fjl=1b11]=16p,2=102,21=212. 13)'MCSiECE SH ANIS)DESIGNED NEE AS UNI enEI mo]el was used In IM1e analysis and design of tllia Wsa. 13)ATTICSPACESHGNM ISDESIGNEDU UNI Wual ABLE. 10)bulking desgr pMud isO 1 as iy Meuiiode, 'Me wXepllXy and use WibkwmpaMM br any peflNubf bulMiuB0Me rBaponBlYllltyWNe WINIRB eeagner per ANSI TPI 1 ea mhlelxzE by be W iNnp code, wY%e0.wryavlpn pxemxv+me RFFPNORS OM Ma MG NICLId)EOYRX RERnEMEv44E aR]na m.mallow,BEFORE IAE. doi.1NMuve un,.,,.1.mnnecbn,10¢ el npennMers eMn aelm se an Fewtlueueuipnp—g:..nq Qen sa�a,awebcenu•,mB bade,neepnermue w me appineuM d dean yemm�m+•na pmpe0�mwpmu no. nim, euwa .win.gd•emr eield 1.pui wli p In Pei nunnal I,we e„Pm duesejrbr q....i wi m ns:b°aN°.n.m m,�m MTek' w iii,de,erenun end brrr n,01 N" eenE Yw eboeme,+ee Omy CMDi eM BC&BWIp C.wpml .vvle FayBM. aYtlylnbmu„n eeedble h,m T—u Giue Ingeu1..310 N.Ue Bleu.woe a4,Fbmdra Bass, •mpe,FL aon Job Tua TOMTyle Gy Pry Hite w - z Hint z l alvei.nmswrm, J.wmwM Fluzu ).¢w v pr 19015 Mrd lmutlMv,mw mu Nvr a mala 017 Pit ID HHxFReEPH19L9pCo%5R191V4- IK1TN51GVr.lM? )tOE1v51n90,W4SZVAB w µ8v6 m Its= aW0t�] ra zT 118 till �32i1 33� zDO Sexua l:n9 aa4 m vinz T B BNr m w ° B m II 24 1s 2M x411 Ord II 10 11 n eB 12 4 11 e m� a 13 4 A a_ d v am. 2 1360 1B 14 a lB arm IA '44 �� 151 13 13 A 'd 30 31 31 3° aw t2 13 dt- m II hullina 0= ono G ye= so,= &Nt 24]x2 M. zBaa 2t z LlL PIHe O84w4(X.Y)- I3U'4-0,bt-91,H:OlO,EEpal,f/:P&0.0.2.121.18Oi-0.0-3-13],19:63-8.62-0],I11:W-0,FABe1.112:0.1-0.P1b1.11/039.0.141.11]:61-12.62-01 lLlbt-0 0-t-0I LOADING Pi SPACING- 24uG CSL DER. b (lot) rW P-TES GRIP TCLL 25.0 Plane Grip DOL 1.25 TC 0.55 Val-IL) -0.4920-21 -577 240 Ali 2441190 TCDL 100 Lumber DOL 1.25 SC 0.77 Vell(TL) -1 W 20-21 482 180 MT20H5 1071143 BULL 00 • Rep Strew lnv vES M a'% Hordi 0.31 18 nle OM BCOL 5.0 Code FBC2014/iPI2W7 (Mabe-M) AM 4i.28 2(421 621 380 Might 5754 FT=204 LUMBER- BRACING- TOP CHORD 2z8 SP M MB dssdr TOP CHORD Sbutlural wool s0e9Nln9 d1ac8y epplind or 3-&0 M Ni Omelet 14,11-15:2x4 SP M 31 and vandals. BOT CHORD 2a8 SP 2400F 2.OE•EXCW' BOT CHORD RgWmilnOdil lyapplleda1660ocbr g. Eaaµ: 1&10:2x4 SP 64.2 7-9-4 ac among:17-18 WEBS 2x4 SP No 3•E.vmPSic t- 8on'som :1&P. 912x4SP M 31.12-10:2e4 SP Na2 WEBS 1Rax N modµ 9-20,24-25,4-19 OTHERS all SP 2400F 2.0E JOINTS 1 Brace at A($):24,25 LBR SCAB 2-222x0 SP 2400F 2 N one We 20.22 2x0 SP 2400F 2.0E we sift REACTIONS. (Ibhhe) 18=1533105-8,Y-181QN58,20�503ro30 Max Harz 2=300(LC 10) Max UPN 16=1 72(LC 12),21,1?9(LC 12),2 180(1-C 0) Mea Glav 16xI Sit LC 20),211822(LC 20),20=2i4(LC 257 FORCES. (10-Max CorrdAss.Tal-All bnx0250(Ib)or We except a~Norm. TOPCHORD 2�-W15n25,34-2277/454,45-2131469,58-1]58,5]5,&]64]32]4, 86=-1577758,S10-2221/883,10.11=23581023,11-12-243B618,12.13=4781811006. 131N5224285,14-18-15735]5 BOTCHORD 2328-4T4rzeTT,23.2947477877,22-29-4742877,2230-4742677. 21-30 4742877,21-01=12G1B51,20-31-12WI851,19-20=16441866. 18-19-7414]49,1]-10-5]&293] MESS 321-1016'478 5-21rtR9D a28 MSD,12-18�685(J51B1+1 7=55277642. &24-179N384,24ZI 781 9-2--801,431,&19=-2]8/884,13.17=944773, 1310-12114'7,3-20--186453.1319-32181880 NOTES- (15) 1)ANCMf B-10.MJNM 2,1o22b(s)Mr)2183P2400F 2.0E wN 2rbw(al of tOtl 10.131'13'7 neib waved 9'P.c.wceµ:aMlmpm 0-&9 bcm xM e179m 2,long mwla)al T a.c.0-r 2-00. 2)AXeGIed1800xeb 3010 T2 datlrlaces)2x8SP24B: L.oEwM22X(4)M1W(0.131'13')neib Nand9•oGoc,W'.W . el 0{F9M1emeMstile2216412 dean isliend fw248:esign. el t2btaM1Om end etplm 2z,neY2 mils)a1Toc.kr2-0O. 3)UstraWnd A¢ed mal live N-1 have been mM I.M)d fa Mls design. Q WdLL ABLE a an=131nµ1(3-eemlM Bus-Vwd=l0 bars TCDLM 2w(BCDL=3Opo[114911;of II',Exp r End..GC We B; ImpMenniDCL¢.Nope)end GC Exlxbrl2j zona:C-C 0-r memben and Iwwa 8 MWFRS Or ttetlima Nwm;LumEx DOL=160 qaM PrPDOL=160 5)Provideexercises MT2 drainage nl prevent wel¢r ponding 6)M plas am 440 unlessdmem ndkeled. . 7)TIThstuasMsbeen demi foris 100 pal CMlom Uord live bad nmmncurtem wHN any'Mer INe bade. • and any Omer mem e dWnp.'�.r.ry KFaADxVle3 oa Has lwNOLMO Mrtx aaHnExc[PMa 4w71T1m MwlolseaPors¢us[. .1ue~e MBe .1. , I.ldmwclm..TIxd.lsm k>lwEony upn pvmm.vn rlvwn,irmkMenird-le,.ii,reomponem,nm a uugmrm wMyme pdudTymceegr puvmnenane prt9eM zpryrnelnkce i'e monrewara Nm,omrlpp,......ntivxlA abam,xv,sav d�M........rurVMEmvmbnmy doolO ��m'ssommsemm band avrvyerpunafornee Iry vnelo pre vileoNyeum pvwe prsprc Myury vne prepMEvmep 1,xviruaess ear.exter 0 IvbF.Wpn Meu.-I.mi vne b-Irs.11.—ane wd PAu vena cyn—u. 91iO "...'Eads ma uM aWplry ewnVulent 0V Ppb Tvp 0-A_ savers xx.nmm .akee namm True lev In---Is x L"si.el. all ever vn ince. T.mp.,R awn Jpb Tmss Tuu Typo ON Ply aepEBE Til PTHC E TIMI BiMenfaalSaam, JSP—A.FI]i7Y '..Aw1a A10M?M YA!mi Inc.Tru Atr.'eri'di—pt IO:XWFR.EPM19L9,rCOSM RT9Nl IVr$MVTnI'INTNFXOE1vSlrlbMN25zWlIE NOTES (15)' 9)Ceiling dead gad(50 pap on membeds)." 6-20.20.25.425', Wall dead load(SOpsp on me didear S2L 91 10)Bottom cbord live load(300 pap and additional bottom dial dead lead(10 p0 n applied only to accent,20.21 11)Been,at jointly)16 wnaiden,parallel to grain value using ANSI?PI 1 angle to grain Nato le. BUWing designer should verity,capacity of beenng enface. 12)Provide maCbamtalconnection(by oNers)of inure to bearing platewpeble of wtlbstanding I W Ib upIM at piM(s)sal jt::1b)Ili 2-179,2(1=160. 13)SemFrgid pllNbreaks inducing heels"Member end fairly model was used in the analysis and design NMie Wee. 10)ATNC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 15)This manufadurad pWud n designed as an individual Wilding mmpmeM. The suite lily and use of this mmpmml W any per4Wlw Wilding la Me responsibility of Me ball designer per ANSI TPI 1 m refelencedl by the Wilding coda. v+'ura+�ranoaramerersane Psaorro rts on msera)wCusaowrtx aaFanahea aav[ Dp ,a1d N'um mry wen Mi lov,.Trail eeean is Ni on,upn pev—alrown end a 0r anm aus�do mprorrtmFoma sW seven.sew 55 veiny eop�elr9 de dpn weMdaop N ecae rc eaosr as. e a a re w F. w ry wine I k' r n ryw rp p. m reA. p w an m Quiet, w WW nr cmmPpnanl MFtleM. eady rN—r.. .re. em Tr— 9Ia.E Ra . Turps.FL%Brd bbG'Ma3 Tro Tna Tye 7 Ply TII pIIp iID79 597 BJINn FrXavene JVMomeb, . ]p+OaliNabdaMe,Ine minda TNYVDf&OBEAt]Ppl ID:HH FR PNKL9 OSF5 YMq WJMMDe0M5tl lWOiGLIUM3� B YTD SdaHiN 1. 1362 1 7-13 3611-01 365a 1 ,a 360 +1i'm 1d5 330 306 a6p 1-114 6315 )SS SmI m= aCO)+3 m= a m J 0 0 aw Rt II 3a S ad 3n an,N, aim G Sep= 10 m c m i tt jildidt A 9 d d n t +2 @ dy 3 _ 10 10 11 16 15 A _ 4M DA II n13MTNN5= Sn0= L0 a2 L6= .14MTyPHIS 56B 61LL 3 Y .OS40-2-0 B.OHM80. 1216 WAD INO(pat) SPACING- 240 CSI. DEFL " add) sde6 W PLATES GRIP TOLL 25.0 Pole Grip DOL i25 TC 0.60 Vsb(LL) -0.5118-1B X880 240 MMO isHi TCDL 10.0 Lumber0OL 1.25 BC 0.52 VM(TL) -100 IS. >450 180 "HS 1871143 BCLL DO' Rep Stren lM YES N18 0.86 Hprz(TL) 0.07 12 We Ne BCDL 50 COWe FBC2014rtP1200] (Metra-M) AM. -0.331618 505 350 Nelp1:27611, FT-20% LUMBER. BRACING. TOP CHORD 2,4$P No.21Ezuyl• TOPCHORD Slruourel evol rouging Wasson,applied or 2-614 m plains. 4-7:MSPM26 BOTCHORD RgMceling ore yappUdarlD mb 0.g. BOTCHORD 2x0 SP 2400F 2.0E AE83 1R.m mbpl 2122 WEBS gal SP No.3 JOINTS 1 Brea at Ala):21.n REACTIONS. (Ib1Nze) 2.1855165$12=100610.58 Mex Ham 2.303(LC 11) Mar Uplg2 lstg LC 12).12=157(LC 13) Mu Grex 2=2007(1C 20).12=11bill 21) FORCES. .Comp.IMu.Ten.-Allromea 250(Ib)or bss exoMwtwn aM1own. TOPCHORD 2-3=3321))90,3d=28]91536,45•-2T38155U,"=225916426)=61e.J28S, 741=00W270,S-9=)83,319.610=28381661,10.11=2)4&1637,11-12•-294dI89 BOT CHORD 2-19=5292930,t6t9.52&2830.,1)-18=15)3,126),16-1]=157rz287,15-1eM702327, 1-15 =327,12.14=47O12327 WEBS 618.0.,139,621=23341453,21-22=232&454,20-22-2521150.1620-MI188. &20-5)1119).11-16=555M00,]-32--131890,319=23P356,318=8181454, 111/=34&132,&22=1)451400 NOTES- (12) 1)Un d ASCtl 17-10:V bap luxe been M guMW icegb 1mph: 2)Wn0:ASCE)-10:VUIP130mpN(3axaM Duo)Vela=101mpN:TC0.V.2pN;BLOL•30PM;M1=2911:CM.II:EM 0;End.,GCP-0.18; grp DO (nubile)enE C-C Ettetlar(2)zme;CL Mrmemben entlfomes d MWFRS Im reectlona eMun;Lunber 0OL=t.60 plate gro DOL-1.60 3)Provideadequateam MT20 plead to Prevent amn pmafted 4)All plates are keen pinesunless 10.0 Pat IMkeleW. 5)TfllssmeaM1u Leendesigned for a10.0 Wit a20.tl1wWn M letl.clan neM w1oenyogn livebe beWa. 6)'This imsahhe.been chord tldfor. an otbalda32D�at on gtrLollan tlwtli0 ellertuwTematedelgb 3&0 YII by 2-0-0wYJa will M eoweeagtremom mora Members)enymembers. 8)Ceiling cepa bae load pap m sqandadi 55 621,2b22 20-22 Nall dead bps pplied nl membercal510.1620 e)eomm chord live lutl(30 0 pap y hers) nal nm mom tlntl baa bled papa ndinmly l mm1.1610 9)PmWtle mecM1ankal wnnMbn(by Niters)d Wu b ee9nn0 PMta capable MwigMnWing 1o01e uplM elpM(a)exmpl(N'Ib)b125, 2=15]. ta)ATTIC SP CE SROM ISuaing M1eel6' SUNT mW!A modal was used in qa analysis and Design epic Was. 11)ATTICSPACEmdO ISlsdnonEOas UNINHABITABLE. 12)pa lwbuiM gi Me NWupfty assnilMing l nerpwmpaTPi ]lieefrence antlusealgia cods. totem/ pelta V Mr buiM'n01s qtr rtappnabllXy NMe LUIMInO(bayner pn ANSI TPI 1 as referenced by 1M1e builain0 wWe. QWNMMa.x•1H4eawn-ernlr.mePEFpaOrts PY Ms4M9 NLCLLOEe N]FRIEfWEM'E PIn W)1la m.lang0]6B40PE U9E. Lw wHbw mbvna"oss mnerecbrs.iMa Wunn n avert mH uqn psertTen eMrn,M IeMm FenYf WINry[pnponeM,nd , wrerytivm.Part.use,Q a��Wli'�ryasleee,must rsrytlwvmYUY'INGeeLLTpnmXelevA pepemie^.wpa4NY esable m.men ass M�Nul�aebwwl� 4renm EuepnBINiMIWuvIWenManelo�WkmemMvry. bryevy.eppenM pxry e mart'vllm,..a..eellon, male��mlupsssovi,e,,-,vv m,W- ls.4 d,em.e..rrea.neiv pf atltlylm.imns.ewre"deelnivisilos RaleintilNeSile Lsvieved,e irz.NsumN, avga3V>�Of CeW,mBaeen4 Ba31 eeIMnOEampenM BWa PaY FY NA. Tento aM+a Job Truss Trvn Typ Ory Py 11VuddM BB@Bi ATTIC 3 nl Bitiv.Flalewu, JeWonMb,Fl it]M v ) BITN In_euXaIeM1nOj,ehSO]N TZ(w/rIDe390x1)NAptlpteflt IOXHVFRVEPMBBpCOSSRay?Vc�YiVm I'll 6]d .B 4 5 %-l-a HD2$ zY'RC 2-0$ BOO t-11d B8B 7U11 ya= SmN>1191 A9= 8 BW t2 �= B 3M� ] 0 Y1 23 21 M10MTXN6 yp yA. _ ffiO se"B __ � 9b 3e. s u e � � a air 4 9 2 1 13 all 2d 10 tB 11 1B 13 _ ]xHMTXNS day II ]M= •31]M]3JN5 0,110= 98 11a 0112 Mngths= 600 1-11! ]-011 PW Odessa %Y •eL lad)-5-1 2-0 9.Odd 18:03005-0 LOADING( BPACING- 2-0O CSI. DEFL b (bc) Mlell Ve PLATEa GRIP TOLL 25.0 PIMe Dp DOL 125 TC 0.83 Ved LL) -0381]-18 >MM 200 MM0 2441180 TCM 10.0 Lumber0OL 125 BC 045 VMTL) -0T3 I]-18 >595 180 ML20Ha 1871143 BCLL 00' Rep=lna YES M 0]8 H.(TL) 005 13 Na Ne BCDL 50 Code FBC2011 12007 (Mars-M) AMC -0.251]-18 WS 380 WeIBM:275 lb FT=20% LUMBER- BRACING- TOPCHORO2x4SPW2-Excel' TOPCHORD Structural woad slxMling dia ly Applied wD oc parllu. S8:2x5 SP M 26.14,2x4 SP M 31 BOTCHORD Rigid Mlling direct,applied!11049 w brpMg. BOTCHORD 2x8 SP 2400F 2.0E WoM EBS 1Rs mlapt 22-23 WEBS 2x4 SP No.3 JOINTS 1 B2ce M A(s):22,23 SLIDER Left 2x)SP 2400F 2.0E 1$9 REACTIONS. (Ib/sae) 2.191�58,13•1737T Max Hoa 2N10(LC 11) Max UpR12-12](LC 12),131 57(LC 13) Max Orev 2=206D(L0 20),13.18MLC 21) FORCES. (Ib)-Maz.Comp.Mex.Ten.-AXTOI0va2W(lb)Orkss�Mlwn pan. 70PCHORD 2-0-13331104,3 —235]35],0.S--2YW48],58=-2541/5567-21153M. ]E�32N288,&B=80fl1280,310=P&312.10.11=2M2/808,11-12�-255]/5]8, 12-13=2855')49 BOTCHORD 2-20=28/2108,1320=-28,2100,1619=1112093,ti-10=1112093.161]=deM228], 1208 11101,8 1-22-48412287 WEBS 4-20=BB1/101.0.18=2PIg58,3111=M51,]-227-2158x409,22-23=21151411. 1]-21=88/1081,10.21=11110]2.12-17�1711O M-7M3,1321-15 0 539 9 NOTES- (12) 1)Vada,,A Ced IOU Fe ba]c)lave been danabered lord== 1mph:. 21 M1na'. S der ]-10,Vand C-C Ex(3eemna goal)Vasa=101mpb;TCOtht ex c T,l for opad h,2911;an Cat II;Exp C:EB01.,OCpi=0.10; MWTRS(envelope)and GCse Gib D)zone',end venbM b8 and pOM exPDaea;C-C 1u nwmbera end rorcea 8 MWFRS Tpr repMna &loan:Lumber OOL=1 E0 to OOLtr po 31 Pmvbe.Ad M 2Olbaedetn prevelawater posting, 41 All plm•e ere dean based;unkas 101 p l inaknlaa. 5)Tnb truce has Mendevgnetlbra 100 pUdNational 200pid nMlo•anonword in 31 w'IMany aFw liveloads. B)-T110 trues has nttn dhordaabra Use baaoltaure an Me Mdom GION in 311 Made where aredengk 159 all Ey 2-0.0 witle MII M between 01lo Mdwn tllMo and py mdel mBmban. ])Ceiling Deed lova(50 psf)m manber(a).6-7,7-22,22-23,21-23, W411 dead Iwtl(5 CyN1 M memdel(s1619,1]31 S)Baden Mwd IHe loan(30.o padby errs)oat ss W bMme pane baa(10.0 pad a andk M, l room.mjoin 7-19 9)13=15 meUlvliul ohne lion(by omera)Uwss to beuine plat•upeble dwilnAanang 1001E uqm elloingq exmpl p=m)2=t2>, 3=15]. 10)ATTIC Sb CE SHO inclaflaq,S DES)Mels' SUNINIM!try motel was used in the analysis and design alldie Wsa. 11)ATTIC SPACESHOWN1S DESIGNED as UNINHABITABLE. 12)This partmenuRpurea the at reisnsions asanudding designWildinger e ANSI The suAebioecane use1tMs cotta lMeny peltb3ly Wilding is Me mponsibllby INtlle bulMinB ae0ipn•r per ANSI TPI 1 as referMCatl by M•buiMing mae. Qwuaxxa.vwpeWanpwwnmx.wnlEUDxdiaa dunes oxo lvcuroaoaFrtn aa>im]x:EpxDe xn.]narw.rovaoow•apoaarue. renrm�.rnlwwla.m•e.•9�.b.,eee r.w�p.r.mel.e:lwrn edmra.memell.l e.nmreeompollem.m :..yam ev.mre .I wwmmaednermunv.rMm..p u iMmee.iev pm.mnel.zne prpe+lm mmNeeei vlmvme vve.zl m•wn uwl.e°Il.m.evalws<.m.,era.man memumwM.peemo�ml`I.mpm.n em pemmRmemlooe MtT6k' a1.elXymblo werml Wiep®rNpuume penvrellnlury enE plopeM esmpe. orgnmigweenu reparelnplee wyll—a- mwd Mayre Mxsda.a lrvaaanlems.ue Ix.1yly CMMa,n8Be9aN•CSI Bv11YInB Cempnmr ¢p1paMFYBM. SxglMemueen Bawl a run RTe lnpbb,3tB N.ree Sren.Sveed@Fkulgre,VP3911. Lemp,iL M10 Joe rNA Tiuu Typo Py T14 COPnEA I ^ rlNi BYtlenfaPemw. JatlaenNb,Fl]3N6 Ll.vls19M1a Mnek lr vd-'nc.ili WrA te'X:at At]Pge1 ID'.HWFRSEPWSLWOSmNvWgg NO9PW1 Vwrsy�ObmWYNND.DDUpPmKBDnt-WOm"A aaY lab 41-14 td6 3ie xLC son t-1H M1E S¢e 5103 0'dE gg= SUe.,Pso Sb= B COr m= e B 10 am 4l II 24 25 A ter Oro i e ase aro ro II ed m 6 12 yep p 9 a sro•. a s d 2 11 u G 22 31 A 1B 1B 17 1B 4a= a adz 11 m11 Oro= ad, ehm- aro= Oro= mal HAV5343 al PIO Ottsem XV :0.3)00.11 4av 2-0 0.03126 rx 1 sm .r LOADING pasp SPACING- 2-0O CSI. DEFL M (bc) Well t/d PLATES GRIP TC 25.0 Plak Grip DOL 135 TO 060 Ve0(LL) -Ob 18-21 = 240 SfTZJ 24M190 TOOL 10.0 Lumeer DOL 1.25 BC 0.34 Ve0(TL) -0.3B 18-21 a891 160 BOLL 0.0• Rep Uses Ina NO W9 OB) Hora(TL) 0.@ 14 Ne Ne BCDL 5.0 Cads FBC20,1TP12007 (M9rmat) mi. -0.1018-21 16C8 380 VVATI 597E F7•2036 LUMBER- BRACIN0. TOP CHORD 2x8 SP M26-U pr TOP CHORD Sbuaural emd shelling dirary appbd a(I apart BA,16:"MSP No2.13-15:2x4 SPM 31 BOTCHORD all dealingdireary apgbe a 1040 oc MAN, BOTCHORD 2x6 SP 24WF2.0E JOINTS 1 Bram at Jash:24,25 WEBS as SIP No3-ExcW 10.18:2x1 SP No 2 SLIDER Left all SP 2400F 20E 12-0 REACTIONS. All beaiMs 13114)exmpt OI=Morph)2=0.58.14=e()-5-0,14=058. (to)- Mex Mom ZeSO(LC 7) Mex UPIM All uplM 10310a Ws M johns)14 Means 2=-z03(LC 8),17=.M(LC 16).16=122(LC 0) M.GMv Pllraalom 2501E or lee stjpirn(B)atoeM Y-1903(LC 18),18=10391LC 14).18=%1(LC 1),17=3WO(LC 21).16=1278(LC 16),14V8 LC 16),14=820(LC 1) FORCES. (Ib)-M..Canp.Bebx.Ten.-Alltotee2W(lb)ar Maexcept W.ntltowrr" TOPCH00.0 22--124W,3$215G199,Iiu=-2216rt1>,58�-2W21126,&]=17z7Y231. 05621 ,1514-1341M8)1/141,1611=-210&3pp,11-12=1852/291, 1-W-2505&21!1311=1386ryM BOT CHORD 17-1856/1940.216-17-1/1 M.14-1=1%181],1620=1 NJ1B1),18-19=158/181], 1218=139.1603,16IB,7- 08611-84,24-1096 WEBS &22Ill- =-13r8,331b23811=97,14817-78(733.1612/1862325=1299/1)8, 1623-195/935.10.29=112189),131]-72!33,1}18=f 016142 625=EI358, 11-1]=-522/89 NOTES (15) 1)2-pry Wss b be Correll together AM 1W(0.131Yj nab befall Top Mota axrnMee as fo5ow¢:2x1-1 row et 094 rc,2x6-2 rows MMBaed s10.S9 ac. Bmom chats mmecreo as ro11ox6:2x0-2 rcxa slaggBle6 9690 m N4baconnBaeY.f.flosas 2x4-1 meat( M. 2)All beds are dem andel equally applied to all pba,mlcapl W noted as M1an(F)or beck Sh face In the LOAD CASE(5)sector.Ply In pry mnneclions him been provided to dMI only loans noted as(F)or IS),hells chrysalis Ireland. 3)Unbalenmd Iml five was have been consamed for MN begs. 4)Wind:ASCE 7-10,Vu11=f 3Qnph(3-sewn gust)VaI101 mph,TCDL-J tpaf:BCDLe3.Omr.h=298;CA It;Up C;End,GCpF0.18; MWFRB(envelope);dad venereal left and right exposed;Lumber DOL=1.60 pleb gran DOLIt W 5)Prompt abquam itreine0e to prevent wnler Penning. 6)This Was has[ten designed for a 10.0 pill boXam Mad Was bad ronWnwrnand AM my other IM Imes. 7)-TMs W a has been dbig nedV a Ilve bed of W.0psf on Me WtOm Mot in all enas whe.a rManOk 32--0 WII by 2A0 Mde All m beM2en Me bottom Mord and any other memberhe. pam admonall n Ea p pan y e. ret. l,v-,alm Belem 11,th,1I aner rr1rn ell the lasselay onP acen In ohn Na .en eo -lee nm'es. savallnpn ane PrePoMrwmape.Foraenenl ae �aNlnp l¢eM en[np k sneryheino on erre a om rhea s-revo 21p N�WaeweHlSu n3e1 evn4 as nv 2G 1I IXyCMMt a9 aN ae81&Y11hq CmpM BBp verb FW gM, .Na,ti aN1p Jrb True Tnm Typ Oty Ply T11rete W BaZ6i T, 1TIICGIMdi Ween FlnEow, J+ymAI+,Fl9EY de"As19A10MTM IMUWW,Inn.Te.. 'ekses'.,Apel ID HHxFR9EPH9LWO5k5Ry9'NgaM WWIVV yOWWs70 DUftKBonU59BDa A NOTES- (15) 10)Pmvide meameni el connMbn(by ads)&l ds to baving Note m,Pable alwd elanUmg 100 lb uMM adjoint(s) wept(11,11b)2=203,ti=903,16=122. 11)'$emWgd plabreaks Including beelC Remain end flxM/mcEel was used In His analysis and design O Ws Wee. 12)W Simpwn SRon¢Tie HGU52b2(331ad Gidw 12-1MTmss)orequNaIWM28 Rom Me OM1endWmonadW (es)WRmltatedbotlam Glard. 13)Fill all nail Mae where hangw is In oadad wdb lumbe, iQ ATTIC SPACE SHONN IS DESIGNED AS UNINHABITABLE. 15)Thismenulec pmdudiedevgnedasmindNWuelbuik'Mr po . The waabildy and use diMe canponeni far any pvtiWlar building is We nesponsibiliy aft WIIEFgdrogrerperANsl TPI 1esntemxaaby Rlebulkinge a LOADCA$el$) Sunward 1)WW+Ro&LNe(Wlmm):WmMInva -125,PWWInueew=125 Ungorm Loads(pm Van: 6-7-80.7d=70,69=ID.9-15=70.21-26=10.18-21=30,14-18=10,7-23=10 Dreg:621=10,1623=10 Comm�VeWE Loads(Ib) VM:17=�F) Qwa o,wr.�«.n�aFa rmwv�i.m.veronpn�o,E.n�erc n�o.Fn.m.m�.o mea w:�w le,.v�nn°pen•MroaF usa. m. oaIryme,pplluoely meeel n �emelmvM pope moipw+IT rnl¢Mven mnrMn..nll mm,«ml,rvae..9,wo,"n,nm+ee.e. sae p«ery,nep•mnM.lw....9 WOW eWryenwrope Dmlbpu nn paunlegmnllryury vM pnpAMnnNe. 's,nN ,n6eka IldBSI IepnvnrinamaN wu .seas, pwlMtnraY,o6ae9+na ecel aulMM9eanpMM TD, MIBxO. LMylMomurim welYryde M1nm inee GMemwlule treu.ue 4v12 PIvenEµne VPm r+ +mry,FL e%t9 Joe rrvse Tluasryw Dir PN wtm Bilden FnlBw a , JSTwmIIls F19]]Y a ]AIOe Ae s.an;Mnencia .be Tu ltrD1 S.st AI]paget ID:HX6ReEPN1A9yeLO3k5RydNpG2DaNl%IGCuwYAYANEye5pM0y11wMw4yg[Y'x9 xaa ace ase >w ].-Ia MTIDHS/ tae z-x-z zu yye•1750 awr 2a 11 2x4 9 e be o 2M II 45 a aseC 110 m F r e R per le IE 2 5M= 9 E 14 4.a G 510 C .so 12 IS 12 11 17 ]6= we=bell om = P 106112 1 -0 .055034 12.030061 13. 3d o st -1 ]� LOAOING(Bell SPACING- 2-0-0CBI. DEFL. In (bo) Me Up P11-hi GRIP WILL 25.0 Pleb GNp DOL 135 TC 001 Ved(LL) -0.A 15 X999 240 all244/190 TCOL 10.0 Wilber DOL 1.25 BC ON Ven(TL)4,45 15 X646 100 W20HS 107/143 BCLL 0.0' Rep Stress Ina YES AS ON Horz(R) 035 11 Ne We BCDL 5.0 Case FBCWI4rtP12W7 (hard-M) Atli. -0.0012-13 1234 300 All 2c8b FT•2a% LUMBER- BMCING- TOPCHORD as SP N0.2'Exaapl' TOP CHORD Structures aaM eMeffied,directly,applbp w 2-10.15 o.pulbe, ]-10:248 SP Nos encept ne vernal BOTCHORD 2x4 SP No-2 Tusm ' BOTCHORD ROM ceiling passed,sMing!wS2-2 m Is asst g. 1315'.2x0 SP No$Tt-19:2x8 SP 2412.DE WEBS 1R.l mbol ]-14,1310,414 WEBS 2x4 SP No.3 JOINTS 1Breen l Alsl'.10 REACTIONS. (Ibli IT-1232N 8,11=1245T1eo anioal MazHoa 17-19) Max UDIM 1]=111112) Mex Gm 1]=1232(LC11,11=1402(LC 20) FORCES. (Ibl-Mea CcurnoNm.Ten.-Miaow 250 pbl orbu wcepl when allows. TOP CHORD 2-t]=1309013.2-3-20611/109],3-4=558]11300,45--14]0/515.54--1429/530. 37=15401000,NI.-&`SMI6,5-9=10311363.&10=]911141.10.11=1935,21] BOTCHORD 131]•-428/406,15-10" 1CMIN859,1415=1520.3]12,1314=19]511,12-13-1"Me WEBS 2-10.488,2154,]-14-651113]].1310=362/251.]-t8=26M283,312=iWA91, 10.12=-2]]/1]06.31b3361251.415=-129&3031,318•$]4/288,315•-122/]58, 414=2080.'133] NOTES- (13) 1)UnOW ma/lry lmdsNve BeenaxnsUereobrt11N*nn. 2)Al ASCE 7-10;WB•13Gnph(3eemM gual)Vaq=f 0tmpH;TCDL4.2pN;BCDL=3.Opsl;hiii Cal.ll;EV C;Encl.,GCDi=010: MWTRB(envebpe)MdC-CExlelbr(2)zone;eMvMlulIMand Vht Wx ;C-Cbrmemtasandtaws6MY R34wmc m Mom;Lumber DOL=160 pale Blip DOL•1.60 3)All pales are MT20 pleles unless Messiee 4bkMad. 41 This truaa he.been resigned for B 10.0 W Wewl Nxd ave bed nwewcurlenl went any her live leads. 5)'The Wss has been designed for a live bad 0120 tyef on the Ntlan tllall F all areas Mere a lama k 380 hill W 28a wbe with M Baleen the Whose Word and any Other menden. 6)Cellklg awe Iced(3o pall on membegs).6-9.01 W1lI aced bed(s opal)Dn memBarta).1316,a12 7)Bolbm MOM live big(3U.0 w1j end a]Oilimel Bailwn coon]dee]Iced(to 0 Dae epplktl only b mom.12-13 6)Rekrto gishapd fon Buss M Was wnnMima. 9)Bearing adjoins(s)17 wMMere pal to grand value using ANSIIrPI 1 angle to gone brtnub. Buibiaq e"ner shwb verify cell a Bwnn9 wllace. 10)Provide IMUaniwl connection(by areas)of Wes io beaing plate pool of withYending IN to poll at pinl(e)except(#=b) 1]=193. 11)"Sank igki piltllbeaks,haling hods"Member end Tu'ny model was used in the abalyab and design ofthe Wss. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13)This manubertal produce is designed as an individual Wilding component Tre mUNIXy ne use WMlawmponen1w.n Danimlar will idle responsibility athe building designer per ANSI TPI 1 as mkmrcnd by le Wilding cede. Qw.ldux:a.v.,n...,ep.,„..,.„a4aoxo]sswras.,Na1M.Ltoaow,E.nexaerapnar.a.xmm.tovpaaowFoaa .a MlT.xmnnneap�:tnleamgM1 1,m,eeen . np.,,n.M�„ro.m,nanan.lasir. nnlpfo .M,. ..."I's",� . esawr....n; g �a empr,11,e.neemZXM reNdwpn -se..111111.vd-I nular pmrep NmageFwgmragueenan,siersM M zngdYusrunes Wees..,,,ee Weary dre...Sade anaappellsdlnpcwryenem eg0l pNU Eaa B'W, eeleyINmme0lm....lev ,TTruv RMlru111Ne.218 N Ue 9re6 Pile 512,Aloes,V%14. Tnp,FL Ne10 Job TrvM Thad,Type Oty Ply 071M 1 [a0M3 i1B shnic ] 1 BiMiapxg5oam, JtlgyM,gyzM 1LWa v la and MllM lnOaYba,all RU all rise AI]Pget 10 HH✓FRaEPN6L9ye403k5RygW"n�"l1 iGjWWN H RSaWExoFRbilre8 1-w fse aaa ia1 »1 las ]lti W 7,14 MIZIHs. sunt=1160 -GIFT a w II 2x4 6 We o sae 1, to zw II se Ise— 106b� VM G Is A sm. 4 1 y 10 mg a B 1] is �1sill 5x12 1a Bre ty 14 is 12 ad= Se.— 7 a8 WM0=yM1 rl 41w tzse� lslla ]-1 u PINe % 2.Od0 1 ...1 6], 14'.0.}60.20. LOADING(pap SPACING- 2-0-0 CSL DEFL. in (be) Vita W PLATES GRIP TCLL 25.0 Plan GM1p DOL 125 TC 007 Versa) -0.29 16 >933 240 Mi20 244I18J TCDL 100 Lumber DOL 125 BC 001 VdrdT ) -0.62 16 =498 100 W20HS —8 43 BCLL 00- Rep Stress Ina YES W9 0.71 Horan) 042 4 Na Na BCDL 50 Code FBC2014rtP12007 (Metal A14a -0.101}14 967 360 Weight 211 to FT=2D% LUMBER- BMCING- TOP CHORD 2x4 SP 1402•E1d F TOPCHORD SbucMrW wood sheathing directly spelled a 2811 we punts, exdepl 8-11'.2x8 SP M m and vallok. BOT CHORD 214 SP Na2'Exceer BOT CHORD Rgk owes,directly applied or 4-91 mbreGn, 14-16:2x6 SP No2,i}14:2x6 She 2400F 20E KEBS 1R.at mbq &15.1410,515 WEBS 2x4SP No.3-Excel- JOINTS 1Embe al Ila):19 5-16:2x4 SP Not REACTIONS. (Method 2=11873 .12=130mM nbal Mex Harz 2=3]6(LC 9) Mex UpIM2=10](LC 12).12=-6(LC 12) Max Olay 21116](LC 1).12-14510) FORCES. (lb)-MM,Comp.M .Ten.-AMIaoa250(lb)abssezaplwhenshown. TOP CHORD 2J=1584/5]8,3d�3592113fl,1-5=-41193/1522,56=158N546.6-]=155N561, T-11=16]41123,49.18-71 11411.�1085/36),ibtt=d-16-1, 5912---200&241 BOT CHORD 2-115--211409.1T-14=1 Bel1411,141] 15253480,1518=-165914228. 14-15=2 1417, 1}14=106823 WEBS }15=-]9]/41], 7=41IMS,N8-3114505-16=-145]/!81], T-15=350259,415=-]03/15501419406259.419-311/159,1613wd1S402, 11-13-301/1889,5-15.1383/14]5 NOTES- (12) 1)Al ASCE r7-1 lige betls M1ave been csndl gam ed els d mph; 2) ind:ASCEelom)an=C-CEx morg?oer zone, Vesselmpa;T right.Wp BC-C form members forced oreat Exp P,Encl., rposte s MWFRS(envebpe)-1 plate Fe gripD1zona;endvMlullet and right expoeetl',C-C hmembeR Bnd broea4MWFR$Mreepbne Ylwar WmsMDOL-180 plates of DOL=160 3)All Thsmosare Dean designes ned for oemvlsa bppent b. 4)Thesebveahas been deagne(ora live estd&M dwtllive badnmmodinal with reanyseer live loads, 5)M havhunt has term dong!etlbrn titer MA�W on Me MHanchoN in all xeea xTM a10.Y0nBb}Sl tall by2L0 wide wYl fi by, eaeeeWbm Uwld and Bnyneer-10.9-19. 6)Bottom Mo bad(50 pe00n member(ddi910,419: Wall deed bad d(10 0 on applam only to momS. 1 8)Bottom tl1oM rliveso bad(30.0 pa0 and raghmal bWbm EM1Ortl dead bad(104 pap eppliM mly b room.1314 S)Rehr10giMa(slla n b n( connegios. 9)Provbe neClunlul mnnedlDn(by Deers)W Wsa ro MCTp else opable of wHhAending 1001E upofi aljoini(q 12 exopi(t=1b) 2=10]. 11)-SemATTIC SP CE SHO ka including heals"Member Hik faoy model was used in]M analysis and design of Mis WM. 11)ATTIC SPACE SHOWN IS DESIGNED AS IIN divide TABLE. 12)Thipart mar building the responsibility individual designering per Thewarrancyend a WekmdyMMlMany particular builtling Is iM1e respasbilHy W ee Wilding desgner per AN51 TPI 1 as lel»nod by Me EuiMbO ode. it vow✓ewes preensse ninsortsox be aam uaerwmai r as FE.aids Beoa Mn.am sr. is by uM. Ceugan nLa for use onlu wiA MrthpmnmaIon.Tlnaevama meed eniy uqn�mmen alrmn,waibr naNiOual eueemg cempanwaM Yl ab Onwit lvubm 0 ry*,xit ong mm�erunE wily wi oryweT Oboewh Me Neerwi slays°e,.Be pTTm ewuMa ame.Tmilmee woo anwn,Innm memaew wrx. paamowinmummw�Iq M islaav ere aura yaewn pey"...enai mWn ane n,uaan✓aameae. .ih as mis,ag nd a.^ rh,".WeeesI a..—em uYXy CTM.,psBeesna BC81 BUIMnpGgwe T,I.Ment. ylwy lm an avaie mm Ye Siren,sue un nam iamp,aL Ra10 JM TonsnTHe Dy Py e%QT1 T17 PTHC insl aided was.FYbum, JvbwMb.Fl]QM 2&OzMlp AIa MRNINWh4lnc.leu MUoal-2m1P l ID:HWFRFEPAMWOS""NgLAOC vop9V;el0.HR0i+?BMJn sVITSLwYVW adi mi I�H }4ID Set Me 311 sl.R 1-IH sl.l2 sin m6113 m $aY•1 6 &M5-2 a p m m. +b ,,,.-_ m pwq m= zee- m. Sp N mC 12 o m4 d A a YtOMT$d1s 31 Me 13 9 2 22 M.MTAXB= A 1.t5 ! dl + YIOMiXXBG 4. d A e.W 12 +e 18 17 10 111 11ey Sae- .011 we m- an 11 .211 It B L1a 82 M Plebe O 0Epe D8d,0-2-41. 319 LOagNO(pan SPACING- 280 LSI. DEFL. in pa Vse11 UC PLATES GRIP ma 25.0 Plate Grip DOL 135 TC 0.29 Velt(LL) an 21 6989 2. 16820 2&/19) TCDL 100 Lumbw DOL 1.25 BC 090 Val(R) 487 21 >098 10D W20HS 1571103 BCLL 00 ' Rep Shea Ina Ina YES WB 0.95 Handn) 0.59 t0 Ne Ne BCDL 5.0 Case FBC2IUTPI2002 (MBYk-M) Aft 4.151&19 826 380 all 291 lb FT-20% LUMBER- BRACING- TOP CHORD Us SP W2'EJoul TOPCHORD Swaddled wcos standing dirand,appfiee w 1-108 w pusns. 68:98 SP No.2 BOT CHORD Rigid roiling Oil applies w7-1-0w Needy. BOTCHORD 2x0 SP 24001F 2.OE1ExmpV WEBS 1Row at mist 7-19 2-23:2x4SPNo.2,21-23:2x4SPM31,19-21:2x6SPMW 21towsatll3ga 5-20 WEBS 2M SP Has'ErceW JOIN23 1 Bram W M.),20 5-21:2x4 SP M 31 WEDGE Leh:2x1 SP No.3 SLIDER Right W SP 2400F 20E 16-0 REACTIONS. gleaned 2=1880.ri 14.18031 Mu Hxi 2.31D(LC 10) Max UaR2•-193(!C 12),10=-129(LC 13) FORCES. (lel-Mex.Camp.4Aex.Ten.-All(odes 250(Ilei wlws except wTw Mewn. TOP CHORD 23-22 Inyal,3d=520&1411.45=310511521,S11=270 9.6-7--2889'292, 71-HUiill8,9=961,336,310=11851441,10-11•-1914532,11-12--20161 12-13=2184V915.1311=9001) BOT CHORD 2.23=56611971.22-23=-590.8092,21-22=12205110,20-21--122218553, 1320=3188872,1319.311 BW ,17-110-35111707.16-171-351H AT 1416=35111707 WEBS 323--11744359,322-5588711,521--11135515,520497&1150.1321=317,983, 8-24=226987,16-26--1&027,10-25.0124,12.16=430W337.25-26=9W255, 422 0)122,4-21.10910,7-20.386tl630,7-19-1841511,o-z6=1101155. 1326=9110311,626=nW269 NOTES- (13) 1)UnWienC I INelorisnevebanwnslewesrw Nledesign. 2)WNd:ASCE 7-10:W6=130mph( adcond gush Vaad-101mpb;TODL-4.2paf;BCDL�OpA:h=2911 CM.11:Exp C:End.,GC 1e0.18; MWFRS(wabp )and C-CE11eHo02)mow;endvamml bit enddgMa W;C-Ciwme mensforces8MMRS(armee s sham:Lumbw DOL=160 plate gnp OOL•180 3)Provideadequatedmina9etopreventw rponding. 4)All plates are MTN plates unless aNwvlse Insleeles. 5)The Fffiricabdo Tdeards giant m-12%,join 19=8% 6)This Miss nae been designed for a+00 pay bDMm Mees five bin nwCnaumnt win any finer Inde Inde. 7)'This truss has been designed for a IM Idea 0 M Died w Ne hOhpn al4d'm all areas window a Radial 360 his by 280 wbe will M dMin en the bOsdon whom end any doer member. 8)Ceiling dead lead(5.0 psi an membw(s).24-26,25-26 Wall dead load(50MM an demands)19-24,10-25 9)Bottom chow live bad(30.0 psi wd a ftnal Whom Chad seas load(10.0 psh applied ony W dawn.113-18 t0)Pmvmemechanicalwnnedion(by Mees)Ntmastobearingplatecapable WwiNMandinglWIbupMt&JoIWs)ar pt QI-Ib)2=193, WNpr�pmnearwnme Hio'xolisoeini4NowaVo[caw:[:�elFRaewewpaeiilaa,.e.'teo3me.awe011Ee a. .aue one der"ae eeua nn wise ppwontwr..rola excise e,aseemv"e"�para.weeamwn.m bean deldea a"canepowwnwe na eiagees,eenueglnet" lzp wo.se,-1 veiny 11-11-11111l .eealgn Issisnenam pzgeMllrtawxN eMrgn�fµ�II dove r.n.e.eln alanily ap mpmmol:"p.'.u�w"9u:'vea",:I°��n:m in,,.�pwassawenin em,e MRek' erase aei vn assesn.s eres,g mwaea em e.--evale-- maee....B8e.. aces sney'ase pest- OubMcme aullfgCwepenem ande erylMarmNan ave eaniwziLle lnslnJe.2la KLx 91mel5ene]13.Naanenai vR zzela Teams R.�Oed. ,be Ttuu Trvu Tyu Dy vy nmleece TIT C alwrsh ra.mnrr.,amu °eao.avlemle Rrtnmaea..la.Tru..aus :Ym11 Py.g NOTES (13) ID HH RsEVNIgLBye Sk5Ry q" yLWR 4NyIXLHRQil?9M sWSLwYZYi1] 14)ATTIC SPACE n.O IS DESIGNED AS IININHRRRRBLE. 13)Wiisingebedure0 prMSI bee as re nnIMNbuel euibingode. nl. 'he wnaeilny and used this wllponent la any peRialer building is Me responeidliydNe Wlleing designer per AN51 Tel et referenced by the WiWN9 code. Aassal.Y�ay saage ni+Y•n+e asaoxorts ox TwaawbYaw[u.vT[xaeavtas¢auaeur. xyn a lh lb,me-,... ew.1—..TLa Wean n ea•ea•nry•pn paremners morn.ant is br an uemev.l uses Epiwi m Nngs'...lien,. u 0e a,-1.1 dgesgn paramours mm prt9en �nmrpwau lam doe,n bgxe ur.r eiarm°..uiy"�".waw:.wmil.p"'ae�nnn wu�u�'w•N�'�wn.w>�wm ' "....eem��Mfla MITek' n•I 01ad- MPD�nn9N•°IBN°L�•9nTe5unua m+wms�arne,cmm..WEa Se.m Bad awing c•mp•n.n e°pl Palo 9aelw. emu n a •. a un Tn{4 R adyg JW "doesThers Ty Ply Si TO ATIM ] Ttpit 9ikpeaap ,, 1.R'.. led.IP19A1BMnMInNp-us, -i1e91 ovai81]Ppel ID:HW RB PN19L COSBRy qN m?m GMRWYIAIvag2E5e wee"t Y]M I4b13 3D0 lfi 39 Ne ii di 11 or 1-Ila 8811 6H td0 0.4R 9-Je•V28 gee= L. 12 ] 9 9M a4 II 0 has am= m- ae. 30 10 yQ 11 `a 4e,o e 3 6V G as Me 11 3 31 Ap4Mi20HS= 10 19 Jt SaeG 8x10 141 1x�A Ob II 19 17 t8 19 11 u bs am= &8 ab II 412 L9= IV 3az 16e a 111.1 .l ] 0 9A1a M PMMOIIse1s IX.Y1 [201 140.140.2-01 150.34 Edge] fP0.5-00.L12118'0.Z120.2-01118'0.180-2-7I L0ADING(pan SPACING- 2-08 CSI. Diin (bp) OWN ud PLATES GRIP TC25.0 Pbta Gry DOL 1.25 TC 0d(LL) 82"190.6] Ve .31 1] >999 200 NIT20 2190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Ven(TL) 8.69 1T >600 180 MT20HS 18711x3 BCLL 0.0 - Re,Sbeec In. YES M OS2 Horg( ) 05,t 13 We We SCOL 5.0 Code FBC2014RPIIID7 (MNN-M) Atlk 0.151]-16 626 36o yeiBM:209b 17.20% LU"i BMCING- TOP CHORD 2x4 SP NC2'Excer TOP CHORD Structural Saba anealbbl0 eased,applied or 2-2-0 op punba, aewpt S]:916 SP i and veltiwb, BOT CHORD 918 SP 2000F 20E'Except' BOTCHORD Rigid ceiling directly applied or 2R8 op bracing, 20.22:2x6 SP No.2,1620:W SP Not WEBS 1 Row at midpl 10-23,419 WEBS 2x0 SP No.3'EueT1' JOINTS 1 Brew at AN):25 2-21,420:0x0 SP No$7-18:2x4 SP M 31 SLIDER Right 2xO SP MW 2.0E 180 REACTIONS. (bbte) 22.1]3iN5.0,13=1]x3165-0 M4 Hoa 22=3x1(LC 10) Mu Upi1122-197(LC 12),13•-174(LC 13) FORCES. (Ib)-Mu.Comp.llAu.Tn.-All brava 250(Ib)or baa uwpl wren Nmm. TOPCHORD ?32•-160&'629,2) 999>9e0,3d-55]d1190,45�2468b81,5-0�2x2&'895, 8-]•-2X1632,]-0•-0U3983,8-9•-1080415,&10•-1BON5H,10.11=1IXISG18, 11-12•-21112-13•AXN➢ BOT CHORD 21-22.315185383.20.21-]910]&1&20-6891]21.1&194N1]2].1]-10=5111565. 161M2122M1805,1516=32x11605.1115=32M160.5 V.EBS 21=]111,420=]SG459],18-29=59b51 •x 8,]-2329157,1]-2PiMx23, 9- 42�421,11-1hJ& 25=9928321•-1025259,S2Y101/1355, 525•-09x0],]-25•-W9214,31x,6-8-19•J25RY3,41P-020513Y3,F18=x25'1EBB, 9-25•-0)10] NOTES- (13) 1)AMd:ASeY rvM I'rve loads M1eve been wrdi gus d ass1=a 1roph 2)PAM:ASCEelopVu8=t30mpM1(3-aewM goad Veer=l OteftaTCOL•4possl CCWmmM1man Cat II;Exp C;EnM.,GOpM s show, (envelope)and 0-Cgeter'le DOzone:eld vatiwltell entl ImM expoaetl',GC brmembeM end lam8MW'FRS br nepbne Mlbwq Under DOL inag plate grip DOLer W 3)All pairsche are MT tlaiatea unless ss ersonv w0ty Inapated adfing x)Allplates are Wen platesunless 10.0 se baftom d. 5)This Wss Ilasbeenn dedesigned agrefor a liv pal MXbm OCR phord Mbaanmwnwlrenl won any Mer INS eargie b)'TMs en Iles been clood! a ddor a an of bra o1 it20 hem. l an Ne bM[m Mwa In all areae were a IebenBb 380 all by 2-0Owiaewill rn helweea me bd(5.0 Nava aria any abet member. ])Ceiling dead lora beef pan an eand adds 23-25,242Y WMI dead baa(10.0 g on m led!wN to app 17.1 7-24 B)Bottom mad live ber(30,0 pen and ado ionto bolue useng dead bed(10,0 pen apgbd pry B mom.t]-18 8)Bearing adjoint(s)22 considers pelalkl to grain value ua1Tp AN31?PI 1 angle ro grain formula Buibinp tleapOM 9M1OUM veMy CapObily Mbearin9 wlbw. 10)Provitlem =174. cmrctlim(by olllm)NWaeroGeednp Pleb tapable aIwIMNMInp 1W Ib uaging01piM(i)except(j1=1b) 22=19],133=1]x. ewe..e•.nnly,waia<p Sorts oisiwssrowwlYEbrrtx rxiaaa 'raraMn rsaiaeEFOpFV]E on'. eFawnnepo¢im¢EeABlne aasea Dory upalpaemelers sAowa ana6bran pmera,M ry n¢igner muA vmly ppYadM daeegnpenmelers enap�ed�nrcry Bvg In lalcltaln prevem Eueuna MvpuKuaHnwewM enwoleaoN m.mRn my. m.beMa k NaY° ' :� i ionervaY.anmulnnrpa,emvemamo'arf�a¢s WS.daSenwmalmlNeMwala pap�yaemeae.°allb cn.l.,osea .na eeel rM.a s: Mnwn I.H drpdN.sM9lzwna..wi �l� . Ja0 Trvu Tvas Tyas Oty Ply T1NtYY> az C 3 1 ]BUIIOers Flr¢I]auru. JeWmWb,Fl]]34 B+O+Rpr Is Is M1.IMUYfiY Iz.TIU MnD Idea as.11 Pge3 ID,HWFRsF➢KM9 COSH R] Wqlevn+mlJt27GMRWYrWjmgZE5e5EJP.P9<LMRY 13)This nandaUlaeE pmMd 40eslpn al as an InENWual buldin,compenard. The stattai lRy and use dthis wmponml fw any particular buiklirp is the respon1bilmy of IM W ild'n8 duiBnerpx AN51 TPI 1 as]eluents]Eytlie W Igllp CWe. dadarend vwyadah l..Ya..a ..xo. axb—oxo"c ll—'— , l wrzx asY[n[xc[vao[wam i...rawrzolsesfoas vss. p sesse.—I a Idl..--Sgm¢eaxe omy uponpea meters I,,snd JnreraColp wl eupamgwnpmenrna eeesseed . is-rd n.0 -wn]-¢gnomon vnMlle pylluellM d eeal9e Fanmelers arta.14 11wrpmaulmee— mm Jlmvenll o-eeroe++w.e,.x-1,11I we..nI.¢elmyds.ulv�a�.l lr-a,..dx v,onm.m-rsw F. wny—l .m na-srm..�em x:l„ ek• a..ry.rp.ue m1.1, .�.v 11n ral.o.e.ren po.+mr1-1.a ml.- wocema.mwe. oras Cal wle.w�S andB mm�m.Brei. om Tr al,e rear..111 lu eL .-ware vm.IDdiilMdrlrxl..oeax.aa ecueunalne compenem eeolvm Fdn. µfy e. ee a Telp,Fl]M10 PYFOik BaJe@92 W TIB nma TweTyq x Gry Ply D]IM BT BUIben FYYEaaw, .M[FvwM.Fl¢IIM x0 !" Ata g[r6anJutlnea,In ID11 Fvpe1 ID:XHIffflsEPN1ABpCO3kSRf9NeAKI9 W a9K00D]9lIkPSSP]GGIwVMMl0ymlyrsRxYMS 380 419 7Sit 101610 1438 L167 2]dd %BD 380 141¢ ¢Si] SNS 5415 61-14 ]80 ]-Sa 380 pep= Emla=1 Jl.a 138 pC0 9 ] p de,G sla. ° m. and II ssa 45 Bto addy' a 9 .2'i 19 6N= 2 na— g ad B 912 S "d+ 13 p50r 17 a w 15 23 14 13 2tpa4= de, 44= dyeII m= 2m= i l :0.1120.12 11 a 19.0.21 0.% 0.0.41 63 LOADING(pnl SPACING- 200 CSI. DEFL in (fact Met tM RATES GRIP TCLL 25.0 'bas Gno DOL 125 TC 0.87 VayLL) 2.32 19 x98) 240 MTA 2441190 TCDL 10.0 LumMDOL 125 BC 0.75 Vid"i 2.61 1819 a675 180 BCI1 0.0 • Rep Strata Ina YES WH 0.99 Haz(TLI 0.49 13 We not BCLL 5.0 Code FBC2014 12007 (MMtr-MI YVeNM:251 IE FT-20% LUMBER BRACING- TOPCHOW 2n4 SP Nag TOP CHORD 301 rMu MC ingd"dyappiW0 2+13mpurlins. Mora BOT CHORD Px4 SP No.2 mE va6ula. 41£53 2x4 SP ND.3•EuapP BOTCHORD RI9M calling tliretly+pplbtl or 522 m bretinq. &19'.2K43PN¢2 WEBS 1Rave1 al ]-1],61].10-16.618 REACTIONS. (IWMe) P-1534/0.58,1}-1531N-SB MixHOrz21w 9(LC10) Max UpIM21-3411LC 121.13=34t(LC 13) FORCES. (Ib)-MM.C.PJMM.Ten.-Allfonz°2W(IE)a Ww . °pt Wlene0awn, TOP CHORD 22=31]0113303Y4431J1]63,45= =18]3.SE438WSl6]=200-1/1141, ]2=itO1J ,89--1437824,810=1400191.10.11=9]91032,2-21-1514051, 11-13-14981814 BOT CHORD 20.21--3621!86,1813=10]513168,161948511901,1]-18--2411262, 17-22 20611093.1622:iwml093,15-10-i 367,1623--48W138], 14-33=4801136],1314=]31352 WEBS 7-9=59326,610=9614]0,10.16-2D]I142,2-20=974R5Bi11-1444811244, 4-18=2551122,320.239658,319=-28U1081,618=163ND1.619=120&34P, ]-1840-]/1492 NOTES. (9) 1)VAnd A'CE 17-10: I l nME°enmdgug) aW=1tlealpn. 2)W1nLL ASCE]-1 D:WII=130mp113+econE gun)VaeE=101mgi TCDL4.2pa1:BCDL-3.Dpal;M1Q91L GY.II;ExP Q End..GCp=0.10: m.; (wveblx)Bntl GCre,p Ozone;e1W vallullell enE ryM Mp0¢%:C-C to mamEen nE brtea8MWFR3 kTRm40n¢ Move;Lumbn OOrainag adpresent rgrip DOL=1.80 3)ProWJeadequate hasla biwget0-Are a 100 Fif Fttara d. 4)TINWss ratsbeen0esgn°tlfar°1 QD pn WXO0 MOMMe andbonmwnwrxM WrM1any MmlNe title. 5)•TM1LLalsshe fare!tlesgnetlkra landeer b0120.Dpsi0n ElleWnancnaE In all exwv.Tere areclenglB 32Otall by 2-09fMe wiY M manaen,sn oin(d)21 onsid and ray gmem°Bn,wHM1 BCDL=5Open an 6)of been,surface. cmainxa parellel Eo Brain value using ANSViPI1 angle to grain tamuLL. Buil0lnp designer MDuIE verity wperay a beaenfl sallow. ])13=341 meMeniFal correction(Ey da trade to Eeainq v1+le®peek MwlNtlxcept el°nalne 1oD to uplift piM(s)eN-Ie)z1-341, =341. BI" apruchbroany Cinghone'Ideal embenEBxly Most awnin Mea° ieand Ewpn MIN, ¢Ww. 9)Thismn umdproaunisEEeaanfiingwmpoMbienEuwatb6mmp nl aeny peNaer Wilding is Me responsibility M the Wilding designer fair ANSITPI t as terminal by Me OUINIy fie. a�w4nww-wiry JyFnpninerenanaw.t0-+O]w ox lws aro lxcew[0a]u wFav+ecanariss]nam.e0evtxse[sOxa a. mays,!,trading icenir. ntleu rata WWml da ielaMaeMen antllabvnandarl ds haayeemppnem.nN w a eymem+Maux,Ipe puvpinp tlezpnermualverbytpe ap lutlllMtlpevpn pelvrtelen and pmPoErcapmW by gmmplMorelell s^. saiand10Palem>�ads,10llalesue�uueawepa andproNmemxiepny. wleninsiag p.,manemp,xYq ,M�'ek• uuncideaW Irt ellMantlmpre•em mll.pae'eu paaa,pemrclmurvape pgwryamvae. u ® gaN�inaS onge�tlelhpy xetlbnan MunpNlrvaw vnJtrvve aynemsll 13X911!/pulXy Ctlbrla OaBeBanp SIBUIwne CempxlM ex Faq PAy_ etlnylMemuJen anNple xomiwaPlOe ingda,9eH Lee 5nn,5ubN3,Penntlpv.VAID11. TmPo.R aw10 JM Thies Ruw Type Ory Py a%5 BBOx6x TA PNiOYB/LF805E Tindal BiWae FILL50un, JerlenMY.Fl9IIY Ism eM 16 A10 MrtX reir— Ir.as xa le:a4al Atl A,I 10 HHxFRaEPm)LWO5k5R19NpE%1XCSMWIM1V{U3wy2zFYepxARc5CH59OZSgaYil4 2. 1G2 78J 0 ll 14{a 1]-]-0 2049 2/010 27Al2 31-0-14 3lBO 35BC al S42 S&x 3sx ss2 ",a x.Yi Sax ~342 Sax 3a2 100 Scat w= x12. do FF T B P AB 1 8 10 2Y II 5 11 get II 12 a c ea A. 9 13 � 18 _ �_ R u et �N 49C t6 it 15` 441 G °304 21 20 21 A 10 re Ne= m= ever= 1V aLt IV W Be W2 Plerc 011selsl%.Y} 1203-0,6141."8:61-02,tr1A1.f/:0.33.0-1-12G Ib.P59,b201,110:0.1-12,0.1421.116:03-O,trt-121.11]:b?3,G1-121,11862-12.6101.120 O61.62Aj. 1210.390.2-," 123120.18 4260.34 tr14 LOADING(ps9 SPACING- 249 CSI. DEFL an pop) IMM Ltd PLATES GRIP TCLL MD Paris Grip DOL 1.25 TC 0.15 Varti 4W 22-23 >9W 240 W20 244/190 TCDL 'OD Lumber DOL 1.25 BC 0.31 Verb 4.6123-23 4170N BCLL D0 ' Rep Strep Ina YES m IN Hiia(TL) 0]4 16 N0 Are BCDL 50 Co001`13=14/rPI200, (Norma ) NbgM:28.310 F7`=20% LUMBER. B ciw- TOPCHORD2xdSPM31 TOPOHORD SWaurel wodg sbegbinggiregy awlietla3a10a Wtlin0. exmq BOT OHORD 2x4 BP M 31 and s2nkeN. VVEBS 2x4 SP 2No.3'E[wq' BOT CHORD Rigid ceiling a9etlly apples a—ac branding. 6-23,10.10'. 4 SP Na3 N£BB 1 Rmv M malIll?-22,7-21,0-21,4A,10.19.B-20 REACTIONS. (IMmal 25=1531/658,18.1531&58 Max Hoii LG 10) Mas UPIM25=341(LC 12),10=341(LO13) FORCES. (Iq-Mu.Comp.NAex.Ten.-AIIbIces 250 pb)pr less eAceq WllM Morro. TOP CHORD 2-25°15101754,2-3-322611569,34=440111,66 dS-J36YN18]O.5-6+-433&1803. 17-MlWl148.74 -11021 8-9--10961%10--192,/1123,1611^-421&10'14 11-12=42W1813.12.13N29ftl]1161}14-.3.89112]3,14-18=1506/]69 BOTCHORD 2425=30]998x124=106 IOI.22-2Y51N1928,21-22--24411255, 21-20=22&110],26-2]=222/110,.x0.2]=2221110,,13ID--224/1186, 1619--49&1]06,1,-10=944442]01 99£85 2-21-1006/263],623=12019129.6x2=1619/118.,-22=814114]4,,-21=525/216, 621-2581184,320-43191,419=50]11305.1618=14189&5,10.18-11409128 1417--91&2510,524--Mi335,3-N=2]11111Q 111]=797931,1}10 3321153, 620--2911191 NOTES- (10) 1)W.d:A C rocllye"OMsbevebeenm O.M) br Nlegbsign. 2)UVA ASCE A10:Vand C-C Eberis Q)zone; pub)Veen=l left A TOOLt a,om;C-C fm members an CM.II Exp G RS f GCPi-010; MWFRS(everelops,DOL-1g C-C E#elip DOL-1.60 em vMicel fell And apM eswaM;CC lamembere ens lareae 6 MYYFRS(a reactions Meed;Lumber DOL-1.60 qqa Bap t wader 60 3)Prwlaeyam foie drainageunlespreventwafer paMbg. 4)MIs bbs ere 5xe MM0uWfoNe 00 psi WitIndicaIea. 5)Thla buua has been 0depinea d f a 10D pal Wnan Nara live Icatl Ilmtalcu n all assassinate any nater hear es begs. -Thistruse ifieenbegbeen geslgnegbrafve Iotaol'10 son the L=5 tllarU inellareuwbereaIxlengle 5891+11 byx-09 xilewill fiearinga the boMmc o smny Wlermembers,lue BCDL=SOPY. ])Beaang ffij bean)2516 mnaMels pwllelto grain value using AN51?PI t angle to grain lotmula. Bunging designer abWM veMy gbnem a e)FrmNe madbenlPal cmmdipn(W oNers)alNus to be¢mg plate capable gwnbmanging too IE uplM at plMp)esceq IF=1b125=31L 61341. 9))This ngm materials,pr including m cl beefs"Member end rallyulmodel was pang it 1ba analysis and d Mar W Nis paras. 107 Tbm mbnm+aureg Me lisaeai9nedese individualde igierp component as dnause am'u wde. ror eny wmwlar bWMilq b Ne reasonability a1Me building designer per ANSI TPI 1 ee rNerenceg by the building aide. Owe vuv.,'. mT1vAnava M.foilit-9 x415-yr,ee asiverX+EfF#Nrissar MS m.biarateeavO+EusG ber o.u.,m airewwm.enp.eareaenem ueeee.y.p��oe,em.,.a.m-..-ten,. Xa vie..1dv­ NeppYJnP nnrtusl miry ppiYaOnly Ign prsd eieners gope�i pnYan�iiAolXe lowee 6 9 yIFl9,.itts Perl::X,weu NwXmemlmur I agthe.M n'eWY I(• irye 1-su se-rpaluil vee bes—lury,m picwMXemeae. wrceipepFped nonpo vIIH dreMeme me utlXy®CMala,dsedaene%dlOWiy Gpema Time.1 Fn OM. e navel° mm nsz ern Ne.2ONLw gun,6uXea1x.IlneneµinaV�Px�14 Temp.fL]MIO .NET, Tnm Ty1» Gy %y WI MG iHQBx ttt ftOJF6FEC41 3 1 BYtlan FlUlBeuu. 1OVMY.FlaLN ]&Oa Mr18xD1e MPMIMcOrs2en[.IDU MnD18%:YA1i Met IO:HIdFReEPN19L9yeLO5k5Ry9'+VgSlavtlocGa3eaITe6NHUeCM1]Gln_puFO0.lQtl(zY'RJ .2O s99 Bb0 2-012 tssu m 1D x2 ' zoo ssa azo z<1z 3oz 3az xoa Sca 1:0. sa0= 4 dM e LF-2 .4B asMe2z A aO 10 t 4e. , la eon tt A 138 2t 11 ses— m- 9S0 1{9t1 tsbu 1st DD D oz nz -8 tO0-8402-8 LOADINO(pso SPACING- 2-04- CSI. DEFL. in (1 VdW 11 PLATES GRIP TCLL 25.0 PMM Grip DOL 135 TC 049 VeH(LL) 4-.10 11 sE 24D W20 2M/190 TCDL 10.0 Weber DOL 135 SC 00.9 VBH(IL) 9 11 >89B 100 BOLL 0.0 • Rep Ina YES N9 OA] HorzlTLl 0.18 9 Na Na BCDL 5.0 Cards FSC20IVfP12001 (moral Might 12310 FT=20% LUMBER. BMCING- TOPCHORD2x4SPNo.2 TOP CHORD MmMWsehhgdimdyapMa or4-li¢puHins, wdept BOTCHORD 2a4SP No.2 and veNwb. NESS as SP i•Except BOTCHORD Rgk caging therapy,applied a8G0 a greoing. 5-11,510:into SP No,2 REACTIONS. (Nls¢e) 9490al 14=090N58 Me[Hoa 14=-211(LC 10) Max UpIBl1(ILC 131.14 -21l(LC 12) FORCES. (IE)-Mex Camp/Max.Ten.-NJ lorcp 250(M)or less except wfim Mwm. TOP CHORD 23-MV305,3-0=-899/403.4-5=-005/420.56-10II/593,5-7 -1500/5]3, 7-9-Mal 2-14=-869/510 BOTCHORD 12-13=1751154,11-12=315s1TB,10-11-370(1343 NEB$ 1134181149.0.12=310/132,Sites-148]/430,511 X211490,511=-81/!]0, 6-10=3]11152,7-10-38&1234,3-13=192aJ NOTES- (8) 1)UnEWinced mol lice Iwds Have been aneMered la tuts design. 2)Val ABLE]-10;VuW 30paph(2,eecond And)VOW=101mph;TCDL4.2pN;BCDL=3.OpA;h=20;CM.II;Exp C;End.,GC0.0.18; MNFFS havebpe)and C-C External deal for nu mbem and laws S MVVFRS lar reactlans Hawn;Win ter DOLL=160 pl3M grip DOL=160 3)This ruse has been dosgned far a 10.0 Me Milan Mad Ilse fewer nnanwaem ai1M1 any other Irve twos. 4)-Th Is buss has been designedfa a live bM of 20Opsl on Ne Mean Matl F all areas sonere 3 retlmigle,3 N11 by 24O*it.will Gradient'he Mnam Mad and any nal memeMl. 51 Bewhp miDlyq 9 candidate parelbl k grW sake using ANSMI 1 angle to grain annular Bulking designershwk verify wpadty M DwHng He. 5)PmNa mechanical wnnetlin(Dy amen)Ditto%W Mamg pare wpaele MwMYanding 100 lb uplift allolmp)ecwpt(p=o)9=21 1. 14.211. 7)'SemMgk peMdwk3lntlWFg heel Natural ndTuiry,model was used in the netyab and design MNIe Mae 0)Tkeman0adumdpadatisdesignMasanndWWuibuiMiWa cep . ThesueaDlley and use ofthlampMentfideanypMkuaa Wilding is Nee siblley 0 the budding designer M ANSI TPI 1 as Maanced by Me Wilding ate. Qwuwxa-v�xy aapnprunawxa arN.xo awa evenawaoetotuFaasaaw Paw m.aevawa3eFwaEusE Dayan nW lease onrywa eugma mese enlywan paremebrssluwn,aneebr Deice ded, y,M .a.d.Onduai xuu.m:bele®aa,.... ...rem.appuuenly esyn PanrtNers and prc9Mylrcmp �n MCMewar arn .Vans Huiw.ei.lo prev.ndKMins eFinememiwee..eea�wrae poMMaan .F- u�iweepu.Ae dsHp MiTek' a.MmreP�.eenre.DaAy.,ewpm.,a reaps w.n Peeem�.p.anm�Fl. spm edYSlbnaonpe,eaemry.a.tlm.d MungWwesee ane uueefYHemn seaands. i"Nears Ds3M......MlmdunWnM eeapw Sd... 3rt0ylMDmwnon misadd.mnsa.PkOr-11—.new�..sroel suf.t"aeddsu Ird Tnpu,FL Mae JCL This True Tyry Oy %y TIOiIA]I 0"Oai T9 MgY.i1MM51®%Mm ..I.,, JrMomlb,Fl di]N 'evoe 'Olon, re-ulari.Muser.'a0:mar'Vessel IO:HHxFRsEPsMN9wCOSk5R,oWq 51aWx0e lTeOMH CtEC" FO1Ln1 M 084 i0 � 040 11p Swo-185 2nd a Moo 1] 1 2 4 L0ADINGgem SPACING %) CBI. OEFL. in Opq Udell W PLATES GRIP TCLL 25.0 Park GOpoOL 1.25 TC 0.0I VeNLL) 000 1 n•T 120 MT20 24N190 TCDL 100 Waiter DOL 1.25 Be 0.01 Vertf-Ll -0.W 1 M' 120 BCLL 00 • Rep SBBU Ina YES Vr8 0.00 Hoa(1L) 000 No We Box 50 ewe FBC20I4 12007 (MMM) Might 7l 17-20% LUMBER- BRACING TOPCHORD as SP No.2 TOPCHORO Sbuchural wood sNeatbing doecnyapplkd a I< linin, except BOT CHORD 2x4 SP No.2 cions.b6. WEBS 2e4SP No.3 BOTCHORD RgM ming directly applied w 1049 m bracing. REACTIONS. (Ibme) 4.31HiO,2-11Wi We HwS 2-BB(LC 12) Max UPIM4-29(LC 12),2-AG(LC 12) Mex Gros 4--3T(LC 19).2=116(LC 1) FORCES. (IE)-Mu.Comp.IMm.Ten.-Hfaces 250(k7 or kss accost wLee Mown. NOTES (10) 1)Md:ASCE y-10;Vui=130mph(Yee nd guM)VaW-101mph;TCDLM.2p f.BCDL=3.OW,,h=2M Car.If Exp C;Ess.,GCpIa.10; MVVFRS(emebPo)Gabe end zone end C-C E dwkr(2)zme;C-C M members and farces&MMRS for resources shown;Lumber DOL-160 plate grip DOL-160 2)Tmse designed forwoul Iwo in the plane&Meawe only. For thuds exppsed t0 wind(nwmel tothe form.see Standard Industry Gable End Details as apinfrable,a=suit qualMed talking designer as pa ANSI TPI 1, 3)Cabe raqums continuous bosom MON bearing. 4)Debts studs spaced at 1-0-0m. 5)This tress has Leen disagree kr a 10.0 pef London Mad are I4ed nmcmcurrem WM any Other IM beds. 0)•This awe has been designed kr a Iiw Imes at 20 Door 0n the boVan Mad in snares store a reciangle 30-0 tall by 2-00 was will fit Newsom Me Inman chord and my aha members. ])Previde mechanical connection(by Whers)of hum he bearing plate wall0f withstanding 100 lb uplft Mpintil 4,2 0)Beveled plate or Mim required k acti Nil burring surface xHh Wes chord at loM(s)2. 9)'Sanidgld pdMbreaka including heath'Member end fri model was used In Me analysis and design ofMis More 10)TMsmanWadursdpmdudbdeagnWasnindividualbuiMFgmmpmenL ThesuNbilRyanduse0l Mismmpmmtfaany Portkvlar bulking is the respm daddy 0f Me bui Jing designer per ANSI TPI 1 as rnmenced by the bulkylg aide. Awn 'v^esx Ce nn, udBtnnneeb iaEeaslnie sdsedder u%nses res sed 111,a m�ye� f�aW.F Y➢E AeL Swery pq llyemegn pe nOn lmomeowees Ty^w. m nBnnro n -lesrv•e mwmw . realisso. ma are 16�( xlnp onrWue.:eNwmew.me..n utlryy Gown.Godes and aces aWNlm cs,os hi wP.tw Fee. n:v Irl-.tlen.-I.tle ewnvTr-v'w.manure.zre It ue suer.s..mz...n�em'VA.14 Teye rl]eek bE Th" Tuu Type Ory Py Maw ma nonmed BWtlea FiNPrz, .WnvM.y. ]Ax0a0y 1BID1a Mrt%MWtlµIz.T 11Pp1 IO.HHxFRFEPN5L9ysCO5k5R19NgZVBNt&30lmov0Db 'M3uWIC SIZWh]Zfm[Y'1¢ sad I 1N I ' Dao t+o ba sea=t•9S 9 OF7'—�2 Li Ixf 3M tAm LOADING(Ps) SPACING- 2-00 CSI. DEFL. in (lc) VOM Up PLATES GRIP TCLL 25.0 Plate Grip DOL 1.25 TC ODS Vad(LL) O.W ) >699 240 w20 244119D TCDL 10.0anbar DOL 125 SC OD2 VOri(n) -000 7 >999 t60 BELL 0.0 • Rep S9eee lied YES NS 000 HorddT_ OOD 2 Na Ne BCDL 5.0 Cade FBC2014rtP12007 (head&-M) Might YID F7-2(Wk LUMBER- BRACING- TOP CHORD 914 SP Nat TOPOHORD SMMp Mlwcdsht&hingdv appledallDm Wdns, small BOT CHORD 2x4 SP W2 me vertiwN. NEBS 2x4 SP No 3 BOT CHORD Rigid roiling dirMly applied or 1040 oc bntlrB. REACTIONS. (Wright) 4=3vMxMnlul,z-nSMSe Max Hoa 2 MLC 12) Max UPIIII4-31(LC 12),2=-44(LC 12) Mu Gim,1119),2.115(LC 1) FORCES. (Ib)-Max.Complia..Ten.-AIIWmes 251)(I1b)aksaexupl Mien shown, NOTES- (7) 1)VJnd ASCE 7-10:Wd=13Gnph(3-mwnd gum Vetl=101mph;TCDL4.2PN:BCDL- Op&;h=29h;Cat II;Exp C;End.,GCpM0.16; NIMRS(amefope)gable end zone and C-C External done,C-C for members and fomes d MNFRS for rea&ipns spawn;Lumber DOL=160 plate grip DOL-1.60 2)This Muss has been designed for a io 0 psi lvtoder Mad Me ba]nmcmwtnm wlln any Misr Ilw loads. 3)'This Maas hes been designed for a bve load&200p&on the Wdan Mom in all areas where a rectangle 361]tan by 2-0.0 need,Mi m mother the Wnom Mad and any other memWm. 4)later gJhdats)for M is,to Was wnnHrona, 5)Provide mechanical wnrw&ion(by others)&boas to bearing plate capable 0wyhadand'mg 1DOIE uplift at binds)4,2. 6)SamHgid pdchbreaks acktdng heads'MemEer and fixity Model sides usM in Ne analysis and design&this Wu. 7)Thos men&edurW gWu&b designed seen individual Wilding wmponad. 1Meedablldyenduse&this MMpm tfWWyp.dl. W iking is the responsibility&the Wilding designer par ANSI TPI 1 as r&erenwd thy the WISfing code. Addeader V e.rBr,P.,.1,,..z,rE.loxoraa ory nas.lMa WCLaaEOµlLx pEFGtwta Paoa...,m,...raVm.ra9aFaaa a. aia Widbzeanly,mse..1netlms.Tnb Cesign le b111d11lyupanpnamMn rM'n.and Oben FYM1Y sawrroonps6N Idn—yas,9elweuae,W WAdYq bsgner mrerwnryrXe eppliuXlliry Ndeugn panmeterteM PWeM�Ib�wpvW NbdeepnlMotlremxell ""IMM b%�n:wriwMWaae«�IYgennnpo.uu:'pnon:`nun:mmdmm.mdersdnlr. urmMenperandr.nbz+a WOW pldcony&ameq.r«eendeerw aaged"r.BWea IabF,Wona[speR mdaeMµan Hollaaal21ON'duaryuemi dee µ.hent Wellryc ,a9BeaeM Ieul aFy Cemponbrr Tarred FL dept Xy Manmean awrNdb M1dmirvss Pada InNINe,418 N.Lee Srex,suite]2 umandre,VP drilla. Tnp,FL md10 JM as Tlwe Typ Cly PN "bad TG Mm;ic^ itwt PupsFRY^a,o. JxYonNY,FId9Y 9ywOS A R 9 Mliek Nru dl-mrc leu MV3ul'eAADickg7 ID.HHIff I.,. LBanLO6k5RybiVq-2v6HrEdELmwEDJa 3k3uF4L12Cb1.di2Zln¢1N2 &410 41-05 6410 4106 seem-1510 LY , eLO 3,8 i 3 � 0y0= bed= AS 3 A 1 MOO 11 344 Pae LORDING(pan SPACING- 2-0-0031. DEFL, h U) gdM Ud PLATER GRIP TCLL N M'D PMGrip DOL 115 TC 068 Voi -0.0] b] >999 2a0 hill244/190 TCDL 10.0 Lumber DOL 125 BC 030 Vi -0.15 6-0 >8841 100 BCLL o.0 • Rep Samoa Ina YES WB 0S2 Horz(R) 009 5 we Ne B,DL 50 Class FBC20l4r P12W7 (ilatir ) Viii 67 go FT=20% LUMBER BRACING- MP CHORD Zvi SPNei TOP CHORD SUabal weed sheathing dMNy applied w41-ll oc purlins, accept BOTCHORD 90.SP IJo.2 and verlicale. WEBS aal SP No.3 BOTCHORD Rigid ceiliy diren"Ippled or 54-1 Ow thrscing. REACTMS. Qbmul 7=50G 11,5436TIManical Mee Hors 7=305(20 9) Mee Rkft7 -]OILC 12),' 19](1.0 12) Mev G.T-5031201),5W951LC 19) FORCES. (Ib)-Mal.Cwnpindae.Ten.-AN twos 25011th)or thea elleeFA Mien shown TOPCHORD 2-]=65&4183.24=14514350 BOTCHORD 6]�)3I0I9.Sd=1131/10115 WEBS Z45 52</927,M8 44,944,3-5--1413&'1103 NOTES. (a) 1)W d:ASCE y-t0;Vub=l3enph(}second gus)Va -101mph',TCDL-41.2ps;BCDL l.Ops:h=2911:CM.11;Eap C;Emi..GCWO,18; MMRS(mwebpe)and C-C Eatenw(2)num;and varkal btl and rgM ekposed',C-C for members and fortune 3 MMRS Per megbns sbwm;Lumber DO1.=160 plea grip DOL=180 2)This Use has been designed bra 10 0 bar Where Mord Me bW nchaseurnand afth any other Ilya beds. 3)•This Was has them designed fora live bad of 20 Ops on Me bolbm mwd In all areae where a rectangle 380 tall by 241 O We will M between Me W.shod and em other members. 4)Refer to g icaNe)per Was to truss mnnecncre. 5)BamngspM(s)TmnsMmpwalbltograinvalueusingMSMharp bgminformula. Buefingdesgrer MouldveMympeNy w thamng wdaca. S)Provide mechanial amurectbn Ne,bill of Wee to bearing plea capatre d w mnding 1001E uMA at pim(s)]eswpt(t=1e) 5=19]. 7)'BwningU pi obbMks including haels'Member eM Mary model was used In the analysis and design 0the Use. 0)TismnubtuWred uOisdesgnWaaen'ndirldual Wibingmmponent ThesunabllRymduse Mtheaseponmtaxanypartkulm Wilding is Ma magnslNlHy oftne Wilding designer per ANSI TPI 1 as refwmtum be Ne building wtle. Qw.awxa.vcrry»srv�e-"nwWsuN4eeMaraa aM me.am mwlcaosarta uFaasxca F41aaw mm.sovmrsa[w.aEuse .s,ir0loluu mryven MiieManm4n.mm N4p 1,eeMmm upr p�,nnl,n Ywn,neeroren led el euaClnp col�nm,ra + ry9am.Bede vee.me emislroae%armuH reerylMgYYaMay ae.ua^wiemel.r,.ne w.Pub... mumse^ab N.oremi I"m�.wren°e°w°e�,—ov":I"reo^ ime.wW"umlwr�:l'�mn ewavrve.^.e M:m^fie"r.wnma»r mn�le I,elk oMO.eea»rv^"^"a^•^e er.tlrq Muueu„Mrrv,,,v..m,.,» OUYXyweealMaY.OSeaBene mMeulMbecwpwn Tam PYY Fea OM. e'.Mrmi�rMmeee^.a�ueM r�n�.e PMn i^Mede.,zee n.»Mn.l.s..arz.a.eeam,vamr.. .mw.n aceta Jq0 True TruuTyp Oty %y q]IMIO q!]tBI Re FYtl10e z &YIn,FYYYum. .YYwMIe,FlxIIM ]sal 103016 Mn>Fs"a>Ne.Tu Mar...sa.W AI]Peat ID:HHx EPWBL9y f 5RPWq-1e192VdgIN nWeIX]HGOVO60Rlp YT 3] z"I Nib P1fA 1114 3112 Sale.131 1 I ] II ] B 9 10 B HT M. HTWB m= 3q II xTY10 ITIM HTUX NN39� I WrMs PNd1eW IXYI- 15'O4ODL121 LOAD NO Dill SPACING- 24-0 CSI. DEFL in (Ioo) Well W PLATES GRIP TCLL 250 Pale Grip COL 1.25 TC 0.38 Vast LI-) -0.M 58 >999 240 MT20 2411190 TCDL 10.0 Lumber DOL 135 Be 0]6 vai -0.05 5-6 >999 180 BCI- 0.0' Rep Stec Ina NO V.B 0.50 Hmz(TL) -0.00 4 n/a We BCDL 5.0 Code FBC2014 12007 (minor ) Might 129 to FT-2M LUMBER. BINDING. TOPCHORDgas SPW2 TOPCHORD Mantel wax]BM1mMlng dinalry applied or fill oc alllM, exult BOT CHORD W SP No 2 and uenbase. Vial M4 SP N.3 BOT CHORD Rigid tilling deed aspect w 108-0 m Mean, REACTIONS. (INRs) BF3836rM%M1enlral.0.97961048 Mas Horz 6=1]9(LC 6) Mu U1I016=216(LC 4),411,531(LC 5) Max Gnv 6+3747(LC 2),411,383812) FORCES. (Ib)-Mu.Comp./Mar.Ten.-An fxrue 25D(to)or less except wlren Norm. TOPOHORD 18=22039331-2=1S5WY1T,2-3iiwl(117.3 -US1/32] Al 1-5=3791250.5,24-2661159.3d=37012846 NOTES- (14) 1)291y was b be ownetetl egemw atm 1M(0.131131 runs esfolbwa: Top chance oonneaed As follows:2x4-1 has et 090 n. BWbm dlortls conn ted es folloxs:2x6-21xn MI,..at D]-0u. Mins wnneded as follows:2x4-l Mar at D40 cc. 2)All loads are considered equally enabled!to all plies,utile If noted as qut(F)or Mi UN face in Me LOAD CASE(5)section.Ply ply Unna t ons hill been gouged W dlMLule only keds noted as(F)M(B),unless xNNwiss inElab]. 3)Wind'.ASCE T-10;Vun=130mIM(De M gulp VeM=101mph;TCDL42W;BCDL-3.OpsO h=2M;Cel.ll Exp C;End.,GCpM.10; MWTRS(erweloge);and yeseal fon aM nMd exposetl;Lumber DOL=160 page grip DOL=1.80 4)Provide a]equab delrege to puvent water gmdkg. 5)Thre Wss hes been coati for a 100 MI baXan Mwd Ina load nmunrunenl when ads other"page. 6)•Tnag Muss has been deagn l for alive Iced m 20 Opal on the Wt oro aord in all eau Where a lecluple 31 M8 by 28O wide will fl tomben the Wasin Mi and any other members. 7)Refer to gitere)for truss to trues connenion. 8)Provide metal INeb or equivalent at beadng(e)B to suggest nMbn Nun. 9)Provide mea aniul unnedion(by others)0 Wu to baerllp page capable 0w Wnding 100 Is uplht Mjoil exnpt(jt=D)8=216 x-531. 10 )1iernkrludSitups pncnbnatr mHTU26 heNC Member ark Baily la Trwas used in Its entree ntl design M this Musa. 11)Use Simpson BW ft end HTU26(to wonedtrus 1.1Mx1 1/2s.of Sil9k Ply Gitler)or equivalent specM tl 28-0oc msx.slWlq tleSi Simpson neon end to U26 to unndua, ers)11-I IA nt 112Th W thak5rign Ply Gu 12)M I Simpmn he lad and HTU25(2D10dect Wall lMx1 1M Amiga 0agai Ply Getles)IXago rveknl spaced tl 2-0-0oc Max.AaWg tl 1-04 Mum the left sntl n er Is to tinned Wes(ea)k bark feCO Mpxllpn GIOItl, 13)TFill hiallnail holes wham hangprodue er Is Inunusl Wm ember. 14)This manNadure0Merespdesigned y of the ilkingeligner her ANSI ant Tllesu recce to,nd dints conponeni kr any G[�n penkular bulking is Me responsibility oflM1e WiMinp desqurpGr AN61 TPI tas leklel¢etl Ey tree Wilding cede. Y� I 'ew'mP,lanuua,ner¢ Fs vo wttwaowlax xEsanaxc[ —a rdaembud,i,pfsaaFaes ties. aems�em we rule MX Mnelwrvnnewr al ryu peramnera mo.n.ane umran lneMeualwllelrgaomponem.nm a rola de rye lit. ingaugnBwIX euePe EMEinA Jep9eerm AenlyNe eXepuXllp WMeig�n pamm�ersenaeg1,e 1 1-11-pXArffir.mnl*-uy cawll 1 6 yueptove6lor L011p vneto prevml mllvv aorul lnfurye pmpeall e„generap cal oMa�.eel yp fmre,epreemA r" Is,a.Pl.Sual 31 all venwa,Dmauae east wllmae eempea.w agaiiianessissure buthin Irleves m nss ee ¢ eSM,aceta 013.exssnane,vomw. bb Tw Tus Typs Ory Py 0>1tl10 BBY@2 1]S Fits..l dNnFlMBanp. .WavMY.Fl]e]aa 1810aM0X IRId%AAL]Paya] I0 XWFRPNB9yCO5k5R9W0-L6,VUdgqIXnVX7Hg9LY � CH LORDCME(S) Slantl 1)Deal a Rauf L.(Eelenae8):W~InpBa30=1'15,PWit Inveese-125 U.L s(Vm VM:1-3—]D,L 10 D IsneeleaL .(1e) VM:]-1192(F-1335,B-4W)8--1719(F=1291.B426)8-1]19(F—II9C,8-635)10-1]22(FeelMS,B-l27) QwaIII, pnnwm'+ .eotto,o Il. .,I eVoae.. ��' aqn ev9 N ra W G�^Mwaf vwu M q renes A bai�cnm eleoll Ito e.n e `b wa.Ye as wr. om aF.�•^°•wa<a9 MRek' Yawto,et,00,ane towe oqom Ith w m m.u•. aan ie , ea r. nam.0 s mGnwm.oea a wlumaemw•.n eaoa v.aF aae. �ylm.nn.a.n...uea.Twaibu.a,iiNa,zee ryl.. lot III lo—,oleTYryY.n wLo Y4 Thus Tru»Type Oy Ply i10]1M11 aama0 lF(41 MTGPL£R 2 @Men FlT9wm. .WLwMM Fla'IIY )etPy10A16Mnek Irnutlrce.lz.The W D I&A'.a1 At]Pp t N'.H WFReEPN18L9pCOSk5RydNq-V IG2Gge19tOWlMAnBP2MSI1adVAng15h42XgX bi 9B8 y53 Bb3 1041-14t9it1 16150 280 0-]99 1113 2999 Sal TIIB TRL65 IB NO]ByMMETR IC PROPER ORIENTATION 15 ESSENTIAL. sal= 2m II . 11 ase= add= we tshA 2M- 3 a 5 0 ] 6 is 9 he 16 10 1e A 21 19 23 23 13 24 25 1134 2] 10 29 0 La L10=LUSb 9M LUSea die UMP5 LVSM - LUBeO ]✓A = LLWa Sid D8 Ukalt 1.310 .USM U.s. W310 Luel 1 PYIe 0380.1-0 11. 14. 1 LOADING Gid) SPACING- 21b "1. DEFL. a (be) Stan UE PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vetg1L) -0.20 12-13 >054 300 MTA 2"190 TCM 100 LumOerDOL 100 BC 081 VeMIq -0201 t2-19 X54] 2b BCLL 00- Rep StreM leen NO N9 OA HontTL) 0.03 9 Na Na BCDL 5.0 Cada FBC20INTP1200] (M.--M) NAnE(Ly 0.12 12-13 X999 240 Wsdg :211W FT=20% LUMBER- BRACII TOPCHORD 2x45P Nei TOPOHORD Structural head PMMM1ng directly epplie]or 3.10-14 oc Mae BOT CHORD 2x8 SP M 26-6t W eemat and vdtiub. S-11:&6 SP Not BOT CHORD Right ceiling Mm 11 applied or 1080 ob tracing. 63£BS as SP No.3-&.,r 1-15.2-14,313,&12]-11.8-10:h4 SP 140.2 REACTIONS. (INe12e) 16.2187N ,9=2181A)-" Not Hoa 18=52(LC 4) Mee UpIRRIS"80(LC 41,9=-459(LC 5) FORCES. St)-Mae.Comp.IMn.Tor.-Al forms 250(lot or We except when Movnt. TOP CHORD 1-16=20151432.1-2s3%91610,3-3--08]1/1405,34=005U1891,L=805511691, Sfr80561 6-)-i5MW1418,]d=-096&H42,8.9-20271435 BOTCHORD 15100-802/99591619--882/J959141R Wfdrr%14-20.445NBT02, 2021--145016]82,1321-14505]82,13-22-1]1d0055,2?A�1]10/60.55, 12-23_ 71US055,12-24-144&4824.24-25 lM8 M,11-25-1MBA6824, 11.26=84W966.262]11-8459906,10-2T--8454966 Vali1-15=-031II210.2-15=151&3513,3-iP6984023,314=9:tG218.3131130111433. 61Y-20111269.611--009YL09,]-11-E5Y1105,]-10=18560]1.8-10�93'425D NOTES- (111 1)2-Ply truss on 4 esn netled together win 10d(0.131'x3")nails as blkws: TOP enbeS COmmated as!allows'.2x6-1 mw N 0.]-0 oc. BMNm UoNa oonnMed as iollmvs 2xe-2 revs staggered at 0.90 be VNtatended ae legal 2x4-1 row at a30 ac. 2)All bade ere considered equally applied to all plica,Meopl if noted M RO)d(F)or lack(8)face in has LOAD CASE(S)Peden.Py to my connedlme have leen provbed to i i0nlute my bade Sol M(F)or(B). Is.otnenvua indicated, 3)W d:ASCE]90:VUH=13OTpt(3S0 d gud)VeW-101mph;TCDLM 2pe BCDL=3 Cpd;h=2M;CM.II:Exp Q En<I.,GC,N .18; MVVFRB(envelope):and vie YI led and right exposed:Lumtx DOL-1.60 pled grip DOL=1 EO a)Provida adequate drainage to prnaM aster ponding. 5)This truss has been desgnW bre 100 pal Wtlom chem fire had nMconouneM win any other live bW a 6)-This truss has been deagnW fora live bed of 20 Opsf on Me W11CT Mord in ell ertes whale a rectal 36.0 NII ty 24-0wb0 will M asommen me totlwn pled and any Mar menders. ])Proved mCM1anical eanneclian(dy Mhen)of Mushe to leaving Plate overall M wMNending too to upllH at jolt Sabi D=N)16460, 9459. 8)iltena tl p0chbrtekPieluding heels"Memler and fully Model wed used in the nail and design of this auto 9)Use Slmpeen Strang-Tie LUS46(4-10al Order,4-104 Truss,Single Ply Gunder)or equeselenl PpaceU at 2-0-0 oe max.staling M 2-1-12 Rom the len end ro 16-Bd ro teed wb tack ieov or tottom Mod. 10)Far all nail holes whereOngx isbcmtel ietl viwin lumdar. y eNugpepvo.ora meal Seri ox hasve beanED XWeFE41FZEpaa`­. "-i'l' orsearuaP a GM,nre er'�WOreFr wnnenou.Tnut-9111 caeca miy upas pamm�en xno.n.aha n el o6viaoamulein9... em na ...I...it l tm ry rsb wSiBnn maul regPeep utility Weexign panmebrtann poIsny1--ateNixeeepwn lmmheoverau 5 Iribi ew o-lrv0n le Perch t,.nlinawina.iea.iaa,x..lanel��emmemt.nOm. em en visre Milek' ix. -9.1.11 Pry.... n��uo9.ruav YeL N"sree�'s`u'p°epgwro a.m.0.. oda Crrte,D was m.•m a Lrwybe nen u e e. Le, ua12,Ab N�mVA2tP3IW ,YPBdYW aC9l aulle�n0[empenenl arm Py envy,FL Jae Tnua .TVTaa Oly Ply nmlau a3 1 FIATGWLER I <a I pBUlpert5rtl6oum, JWVMb.Fl]RY L]W a M IB AIa Aek lall—lnci 16'.6841 S17Pp2 IDHHTRaEPKIA9 OSkNt4Wg.VIG2Gge19zOVA hBP2MglIZJ g15tA2%pXeaY LORD CASE(S) SIanWN 1)DeM<RW Llw(belenc ):LumWF Invaea6=1.OJ,Ptak InmgMM,=100 Unw.L .IPm VM:1-0=100.&16=10 Cgn¢nW w Wada(1b) VeR:t>�-19µS)10=190(811?-191(8)20=191(8)21=18118)Y2-191(8)23=191(8121--180(8125=-191(B)]0=191(872]=18118)26-101(8) Q W0.PM.M�V�XyaWwn^+^^1^'^uitl PEfOMOle50N IMe IIO MCL40EUY19fIFfEPEMCE P.IOE<61e]fi m.I60Np5BEFORE USE. �' IWq Muse my Mln MiieW mnnecMa.rnbaevlpnM6aW upu{m pnme:enaAwl Mlsba baNtlual Wll3rpwnponaM,nd <aeeM<.n,Irowuayn.ap..m... ,yue.ppilveamda..WlwWm+e«oaapenvll:o,pmwuM dn2�.a..lw ramp,...mn„ui..ammnn,n<.iw.,.<n.�walmala ll.ln6.l.«+v.uernwl*m�•r.n .m..m n,.a�. MIT@k' sa fM�vnrealolsledl6y anam prtrnnmlNom.M Wavldep•mwl wlunaN p2wMas I Mae OraalkbierpvW upas M a aY.ly lino—lIaalaml eb Ilan T1.11 alnen uxezB8 xnleevMraAtisuna]12.ueanaaft VA MIA lMcmWl..oaeu.na ecalemlalnv cdnpmm bE T. T—Typ N Py O tbR W/eat !nett MTOPCER 1 vl andesFLelaeuu. ArluvMe.FIa72Y 7 sun v Oq 19 Ml 6 M I T ek ledutlNv,l-I du an a usbu:1]]M]pearl ID HH6A9EPNI9-9'ry(ASk5Ryi'Ng3UgOTAW Mm4xul])IMRIWwJ]&ma[gJiHOa% -11-9 9$9 660 ]A] 8613 11L0 1-11J t-B] A] ta] gone.1 is _ dew II s,s_ Me II as m11 am= ad, 2 4 6 ] 1s— 15 12 11 10 8 a10= me= LUE49 2x4 II Se= 2w II wave 14 w&5 ws19 a m II 2M II t-tl1d 560 as] Dara t-6] t-B] ta> elm West,(%YFR'b%Od-01 13'0.49104{ LOADING(pep SPACING- 2410 CSI. DEFL. In Ibq Vdell UE PUTES GRIP TOLL 400 Plwe Gnp DOL 1.00 TC 0.19 Val -005 11 >99g 350 MMO 244/190 TODL 100 Wmbg DOL 1.00 SO 0.48 Vel -0.08 11 >999 240 BCU. 00 ' Rep Slow Ince NO AS 0.48 Hoa(R) 001 S Ne Ne BCDL 50 Cca FBC2014/RI20T7 (M"W) WY101LL) 0.02 11 >599 240 Kssinit 1241b FT-20% LUMBER- BMCING- TOP CHORD 214 SP Not TOP CHORD SWtlunl caned sheeting dineas,applied or BAO a purllm, Model BOT CHORD LII SP Not and Vedcall WEBS L4 SP No3 BOT CHORD Rlpb allbg dinably applied or I l did brainy, REACTIONS. (lble¢e) 14=10981456,0=1082V58 Mu Hoa 14-e21LC Q Mm Uplift W-233(LC 4),0=23gLC 5) FORCES. (Ib)-Ma.ComplM¢Tan.-Allforden 250(M)abss MxalwfiM shown. TOPCHORD 1-14-12502]t t-2°1]05985,93=1]05966.44=2438914,L5=b38914, 58=-1136:1/!84,&)=1683/361,)41=1239289 BOT CHORD 1}15=38]!1]05.12-15=38)Il)Ofi,11-12=38]/1]05,{0.11-3TL1883,&10=3]&1883 WEBS 1-1344120]2,2-13--35592,312--511/f 24,31f--198904,411=32&84, 511=200920,Sib-514/125,69�38YW,]-8=.4302058 NOTES- (11) 1)291y W se to be mmanded logeMw WI 1 W(0.131'13') ay bldral Top un.dis donnecle]as follows:L4-1 row w 0-M od, OW,,adds conlwde]as IOIWM:2R8-2 rows siaggerad at 0-94 do. Wads barected dee fcllcxn:Ll-1 rqr at 640 on 2)All loads,are coneideled equally applied W all plies,Boal F hosed as (F)or beck(8)ha in tlw LOAD CASES)section.Ply to ply connote"lave been provided b OignMe only loads noted as(F)or(B),unless bMewbe igdicatual 3)Wnd:ASCE 7-10,Vub=130mph(1acOnd gum Vaal W hi11;TCDL-4.21 all Opel;h=291;CN.II;Emp C;Eni GC1=0.18; MVrFRS(envelope):and venial Her and right exposed Lumber DOL-1.60 page grip DOL-300 4)Probe yessil drainage W prevent wanr pondilg. 5)This Wss has been designed lw a 100 psi potion,dlnd live lad nmanwnMg wed any other are lease. 6)'The truss has been designed for a Ina bad 0120 CpN a the Mtlnn al In all areae xTMre a retlngb 36O all thy 2AO wke will M baleen the bottom broad and any other Mandan. obe t ))Pranital wnnegbn(byothers)o1 Was W been,page asubae 0l wMrdaMing 1 D31b uplM in pins social(ill 14=233, a-no, SemFrgltl prMbnaks bGWing heels'Meme and Sony mMe1 wee used In the analysis and design of Mia Mss. 9)Use Synpson Sporl LUW H-1 0d Diadw,4-104 Truss,8Ing Is Ply Closer)or equivalent spaded art 2A0 oc area alartbg ad 2-1-12 Ram Ne/all end W BL010 ammo Museum to rant lax 0 wit.Mad. 10)Fill all nail hones where hanger is in dal with ember. ip The manufactured product isdesgneussmiMividual buildingconpaned. IDewiebililyenduulthisampa tforany particular buabil9 is the responsibility of Me bull designer par ANSI TPI 1 as informal by the bunking cede. ��LOAD CASE(S) Standard y� i sP e�anpv....r.:.mM[aorv0]ss ox neswwwuueao hi-, F ,,tr-,d,l di tppw9lsaMFwsuaa. pn TI azar ran' gmmgM,M ss 9 q MY q N MErc N Qn�molMpmvll Ire Memi m u n p.imawm Mwei9 6 we ry e war Yµpo ce as mete. ay. ee r1mc.ee Yrairl.rhad.v WeM1wn True Wb gnpaeta N.L....1,.Y NevYy VPSassametA14.foC1M1eXe,OBBaa eBdBleullElnp dpnpmue apypW Etl&M ' Tmp.FL m10 ,qD IT. T.Type Oy RY n m4 BWQB3 TFGN MiePCFR 1 ee 6ltlge FlnlBavw, A' -ft Fl]EN L)6beMlBAfe MrteklMublu.lrc.ilr 1fi 5B:YAt]PpE IO:HMFRsEPNt MCOSM y9" zUpOTAM1 G9Nmaau17IDMhB V]&e{JIHN&X WA O CASE($) SWen 1)Oe9E>•RW Llve(balm ):Wmbw lnmase=1.W.P101e lna n=100 UnR 00.IpFI Ven:14=W4&1ea10 Com�WM'(lb) I Ven:1S=300(F)11=t00(F)1�200(F)a—m fl 1Y MO(F) Q wnw++a�v..ry erpn pxemuxa ure rEnp xprts px]xs<xn ixcJmeo rrtx PEawexc¢rApF xarm....+owiSots eFFpxt us F. GUlpn ardbnse only wee MReFO r'vnnedua.IDI¢eezpn l¢C pnry upan pxellxleladWe.Yle Y{]OplMMeuaI EUYemg mnpenenl na ¢yslem Bebewe,rare eullelnp Jevgnrmusl veMy ttregpludmy deeupn pvruMm W papl mrtwrywMmtaeealgn Imo Ne overall w tima.xp•.B�aere l�ewrw lamparem er,ewnomrpalmaeal Wa¢x.e arrddmorerrarnr.ede. a .mp:w,mpxm.r.m trvnp 8k• a,¢,.9w.ero..aml.Y.rre�o pxvem we.p¢e.nlr pp¢crv.w,axral kl+:erre pmwme.x.p..Pdae'kmlBde.nm,ymYrBn. gplavlM,Ypege,ealrrery,eretllm vM E�etirgMWwaaMinu ayvema,ax pxfplpll pxelNY Emxw.pB6W me BC51BUIWIry EwnppnelY pp]IpYM F�YMM1 ]e14Ylwmnnlen eveluek hwnircs Rule Inrteule.3�e ry ue Snel,Yne 913,FIevYY,VP3ZlH. ievp,Fl Mtp JCD Ton Tromi qy qy %tR9 aV!ffi 1FW] MieIRLER as Lb postal motowl BUINvxm.almena Ala771a L)em.ser ,bbignet IMUWW,1x Tfu1Mec'.. ."Peat ID: kFRaEPWNL9/ OSORy9 zI QTNxxGR ul]h hAft]W>nalgJiXDiSn'1Pt 1A8 t-0-0 eD9 � tAB 1413 1A0 I ' 1 38 2mW BLle 9 =1'.11.3 B Ll Li L)i 7 a 5 am= em= B m II 2M 11 I m.7 I Pet,OlMele f]'b9d Ont I WAD IN0(ps) SPACING 2-0-0 CSI. DEFIL F (bc) Weft UE PLATES GRIP TCLL 100 Pasra Grip DOL 1.00 TO 0.24 VMILL) 0.01 6 meat 380 Ml 244190 ]CDL 100 LumberDOL 1.00 BC 0.51 VeryTL) -0.111 6 >999 240 BCU- 0,0 ' Rep Strw lna NO AB 0.45 Hall 0,00 5 We Me BCDL 50 DWB FBC2014RPI200] 1Magrell vista ) 0,00 6 mete 240 All 49 le FT-20K, LUMBER. SPACING TOP CHORD 2x4 SP Not TOP CHORD $buctursi wood ahmMin0 dkecllyappliad M4-0OW Wdms, .cept BOTCHORD 2x6 SP Not end vaNcal6. AEGIS &s SP No.3 BOT CHORD Rqb noir diletty appktl or 1 D00 w bradng. REACTIONS. gionsge) 8-1260il 5=2183Meehagidsl Mix lbrs814) Max Uplift -215(LC 4).5=2691LC 5) Max Gnv a=1260(LC 1).5=21861LC 15) FORCES. (b)-Mas.CpmpJMm.Ten.-All b1ms250 gb)ar hes except Mini shown. TOPCHORD 14=1367Y232,1-2-13=13,2-9=-13 213.38 lM213,3/=-135CI213, 4�5=1602192 BOTCHORD 6-7=2338350 wE85 1-)=91WteB2,2-]=391411,36=1]611236,4-B=-3011]]5 NOTES- (12) 1)29ly Was b t,6 cmnecled wgMer wed 1 W(0.131'%3')nape eafolbwa; Top tlwda cmnetled as follows:2x4-1 dim at 0.9-0 oc. BDMm notes connected as follaxa:TB-2 rows staggered st 0."od. Nkba wxlM nnas follows:2x4-1 raxN 0-9-0 cc. 2)All bads are wnsilned ybelly applied to all Alis .real IT noted an,M1nit(F)or beck(9)face in Ne LOAD CASE(S)aelbn.Ply to ply connections have been provided to Magnitude only twits noted as(F)dir ET un Was ONenaise implications. 3)Afid:A6CELtOI VuA=139mpb(3. Mgun)Va =101mM;TCDLL2pafl 3CDL-30PAf:n=2911Ci.II:Ea,D:End..GCplm0.10; Wall envelope) end ventwl In age tl2M opposed;Lumber D0L=160 One grip DOL-1.80 4)Provide adequate drainage to Proved motor pwding. 5)TMs those has been designed for a 10.0W bDgam Mod IRB bei nonwncunenl Ash any DMn IWa beds. 6)•This Wsa has MBn designed free Into and 0 20o on Ne hollow Mnrtl in all arms where a tecengle 3£0all"26o al cal fit between Ne b m Mord and any eithermembea. 7)Rotor to gtNer(c)for hours to Luss tonne there. B)P.A.n'echeagal CMnegbn(by Mhnq of Wad To barring past,capable M MNManMng 1 W Ib upfR M iN.)exwof(t=Ib)8-215, 5a,269 9)WW coaelc)1,2.3.4.5,6,],B,9,iD 11,12.13.14,15.16.17,18 haAhMA,been mWIMd.BUWMg designer trust nvNw loads to verM)MY May SM eased for the o1Bnl use 0this Wm. 10)-54se N P9CIIMmks mounting hei Mnnbar andfixity model sues used In Me analysis and design of MisWas. 11)Hanpags)or Met connection devices)shall be provided suRrcbM to suggest ccnmMMed bad(s)193)Ib Man and 39811,up but 25-12 an top MON,and 207 to dawn and au Ib up At 1-5i,and 75311,down and 152 to up at 2-5-12 on bottom Mad. The dea,gamis tion 0 such connection devlcars)is Me responsibility M Men, 12)This manufatlunid indictor is designed as an Primordial building connection. no suitability and use of this conWwM for any particular building a Me¢aponsblllty,MMB building designer Per ANSI TPI 1 as reerenmd by Me building code. ey.n.mrxtmangwloaortra,... nynaawmrorte r¢eaaaxca P.ldasw.rna m.rovzxotseawr¢ a. to omyvnnµiaM¢nrMname tlerlpnainuons,uvmam,man shown,ma la bran mals-I Wave mmponem,Mw ayu e,rMMlairy Wapnxmup wrymaapgiudlq Npexyi parwl aid sopinty numpalT lona menu,Imo M Anne roars d,,gna9ncna`IA.la m 1.impose NiMiWnel Ina,rieb anaoi mod mamWn As, erre aylond man am near mlay.11 m ransom-a,.11 pnarbla p•mngl comer eM smam a.m.a.. wB^�^�+IpYMrce wpedn . MOW .1rcnlm cony.a:llmry."an"n.mbmnpn.........uusserw.ma.aloe puWrycMh,Mill ad.1Bulots.dampen. aWIPe4e Fen Mq. 1namunen.yalape M1om Tuns PWa all 218 N.ue pass,Sum 312.Muoano Av dile ..as fL sono doe fleas irmaryPe DIB Pry Tlmleeu peyR q9 MTOPCER I 1 fiuWae Fl9Ewam, .Ielas...a]tIM 7.O19 uIBM.e2A17P 82 ID:HH RB PWMWOSk5Ry Wq¢UgOTAlwwG9Nm4xul]MMh t76un iH015 LOMC=E(S) SIaucand 1)Mad+Read LNe(balWPle):Lumber Inaeasx=160 Plae InCdsal W Under Loads(Pm VM:"=1 W,s,8-225,5b-10 C ddcenealed Loads Db) Vert 7-2W(B)3=190D 6=724(B) 2)Oea]+9.75 Roof Live(Celnwd):Lumber Increase=103,Plate Inonne 100 Uniform Loma(PH) van 1b-8049=-205,M--10 Cammnt'ated Leads(lb) Vat r=184)B)9=15556=592(13) 3)Oeed+Unhaablimis FXk NHMP 6bmage'.Lumpar inp9ase=135,Plate Increas6=135 Wifform Leads(pm VM:1-9-20 49--145,S8--30 conmmrared Loads(b) Van:7-91(B)3-8lt,tS 29(B) 4)Dead+D.6~RS Rind(Pot.Imamal(LM:Lumber Increase-1.60,Plate Increaser 60 UnirommLPlaecpm Van "=29, s6=6 Hort:14-16,aS-24 Canaemlaled Loads,Ob) Ve1742na 3. 18 B-152(B) 5)Dead+06 NII Wind logs,.Internal)RII Lumber Increase=1.60 Plate Increase 1 60 Uniform Loafs(Pm VM 14=29,49--%.50=6 H o 1d--24,45=46 CanPmtmed Loads(e) Ven:742(9)3.3908-152(13) 6)06ae+06 MI YNM(Np.IMemel)Lee Lumbar-In..=160 Platt Inueaee=160 Uniform Loafs loll) Vena-94,s,9=123,54-10 Moa'.1-0=32.45=6 concentrated Loads(1b) Ven:7--112(6)3--lM 6407(8) 7)Dead+O 6 MWFR$`bend(Ne9.Internal)Rel Lumber InIXbesa=160 Platte I..-1,W Un6em losses(Pel Ven:1-9=2.s,9-123,58-W Hors,:1-0=a.45=32 Concentrated Loads(Ib) Vem:7-69(B)34;52 Et-M(B) 8)09a]+0.0 MWFRS V/nd(Paul lmemall 1P Parallel:Lumber Ircalreal W,Plate Inere u l BD wlfam Leads(pm VM:14.29.4IN-96,sY-8 Hoa:1.0=9,45.20 DondenaMed Loads(ID) Van:742(131 396 6=152(B) e)Ned+0.6~RS Man(Pas.Intimal)2nd Peraill Lumber Inuwse=l,%Plma Incau l W Uniform Lases(ph) Vat 14-29,49=96.50=6 Han:1d--20,45-4 conUllbMe Loads(Ib) Van:7-2nd 3N98 B-152(8) 10)Coad+06 MMRS Wnd logs,.Internal)3m Pamilet Lumber Inaeasx=160 Plate Indene-1 W Undam LPldI Ven:1-929,s,9=9(5.50=6 H.:14-9,4 W Done treard Loads(0) Vat 742(B)3-3 06-152(8) 11)Deme+06MMRSWrd(Pca Imdmep4t Paneel'.LumbarIncrease=160,Platt Increase-1W Unbent loads(PB) Van:1-9=29,49-96,58-43 Horz 1-0=20.45=-9 Concentrated Loads(b) Ven:742(B)3-Mfi--152(B) 12)Dead+00 MVI VhM(Ne9.Internal)10 Pard W'.Lumbar Increar,1 W,Plate acresse=l W Unibrtn Loads(pe) Van:1-9.2,s,9=123.58=10 Ho¢:1-131 Conronvned Leads eb) Vat 7-100)(B)3=90.96=362(9) 13)Coad+0 B MNFRS turn(Ne9.InttndB Zed Panted:Lumber Inc2ne=1.W.Plate Increase=160 weam Leads(pm Vet 14-2,49=123 50=10 H.:1-8-S,4-5=25 Canwmrebe Leads Old) rlVat 7-b9(0)3=0526=-&8(B) Y' W.V81 Pi Evvmaeiemmwramel+x_uP.ogles ga nas aw mrvcttnsgrl[x wEsotExca eacaswr4rt m.ravxoxnrge[ust. Ah eelena b-d-ly,en aaamners sown bels Men In mmng-,,as ark ,ida,angnn mm runt M'e applludlM a p—sm and prtgM lrcnR 11 fns de aamobeorereu Payam elaakanlm.,dwlauoe.,eb.�dMrnom mameers os,F.nddmsslamso,sndpemerenla.dlM2 MRBk' eieeuM.ntio>rswnwlLP...nbnoe.mm ne,.o�a mrvrv.�d p,oaMdam.ee- prem. amden®,mman. raasmry Tondo�eILLeM elwkn Id baunv emuu.m.emL rv>yyvynems.e.e nNsunpi ails,mine,Plead em aealemlaln9malMwrlall ewer Palo Frew. etlerylMermnlm mAabk M1anirur GYle lnnnxa¢mSN. ee _ e 9xll iemp,0.M10 JOU Tw Trvw iyTa Oy Ply mtMo 9a1A2 TFOY] FlAT r, 2 BUIWnfYYLuo, JMpervy,Fl8Y1Y 7.&Os/p19al ssNs Mv91854AR ] ID:HHffReEPNWryO8k5R]9nVq-zUgOTAwGNm<ulRSnNTWWgJiN4 M LOADCASE(3) Standard! 14)Dadad Wmoer Inaease,rO.WPule Inereccarm 0Pk.mHel=O.9O UnBam Lada(pn VaM1 1-0-ZO41 5J1=10 emaentrtled L...(IU) Ven:T-55(913=518 8=191(13) 15)Oaen+075Raof Live(Mi.)+0)5(0.5MW R$Wm(4(p.Int)Lell):Wndar Inortatt=160.Plate Inaeaei Linalolm Loads(pi Ver,1-!F44,4-Sa ,59=10 Hoa:t-09A,a-YB Concentrated Loads,Inc) VM:7-20](X13=1987 6=]50(81 16)Isaed+0,75 RW Live(pal)+075(08 Mi Wind Meg.Int)RI9M):LumUer Incmw=160 Plate Indaressai W UnHaml Lci(Dq Ven:1411144,4-9=109,50=10 HOM:1-8=$4-5=24 conaMMee Loam Xe) Ven:7-174(8)3=16559=631(X) 17)O W+075 Raul LWe(al.)+075(0.8~R$W d(W9.IM)1M PwlM1)-WnDa Inorease=16O Plate Indeacer 160 Unifam Loads(pe) Van,1-9=84.4-9=189,54=10 No. 1-8=19,454 Concentraled Loads(IU) Ven:7-199(0)3=10788=418(X) 19)Canal+0.75 Roof Live(al.)+0.75(O6 MWFRS Wfnd(Neg.Int)2M Parallel):Winner Inaeasei SO Plate IneRase=160 Lindland Loads(pm Vert t-9=84,4-9:109,58-10 Hoa:1-8-4,4.54-18 Concentrated Lads(II Ven:7=174(9)3-16559-431(9) � iam,�xml 'm urI..-nuo':.11 carnaol Ie a.--1�^waaader,w rwoaon everreae]neeayoaa ..,,.ay e.w..s a®tiee:n v ...pw..ao.n.aua arroviawamageng e.m 0e..i nermunreirtyme a.VmlMae.0 nwi.mn.n.M cocaineln¢ryvtleuerissaw nomtecrrar wllsrra . ... a„u.:pum.re� •r..mn�ul.enl.el.,arr.lmt..w.rwbe,.mmwrar.orry. iarent.ow.r.marrr.,.rnwry MOW .r..mm wu..ennatndt,rannevers- >wrr.raa•arrmm.rsw e+ cons”.I1No muetionOdmlablennmirua.Caate.lnnM.4111 -vareNnu6�2O1mNN&Vrl.,a CTxY.asa95M Be&eulwN9emmpp�aa eyrPp dye, ' Tends.Fl.Mto Joe Tuu TarTN1e Ory My 6Ytl2 TFp4 FlAT4NLER 1 Ttml 9lWnFveWvn. Jviavoxnlle,H aEY MO.P ,s,m.w.IMuvNes,Inc mv.w,,E,d.1a2M]Pay,l ID:HWFR EPM 9y OS0 RyWgNgOMNg1TaHEOEMJp1gW2 SnV1M YMOnEtial 'a94 1 s4rz ea4 1 Mwnz 1 1s}4 1 tstatz 1 taaa _1 z-a4 ze-e z-]-e 21. z-]a z-]a ase THIS TRUSS IS HOT SYMMETRIC. S:�s l a2.6 PROPER CRIEXTATION IS ESSENTIAL. m= Sb= ]m= 2. 11 2M 11 9M = 3B= be= 9]111 1 2 a 4 18 5Er T 0 ] 0 1 14 13 18 12 p 11 10 3`10 9M lib=17 0 15 ortf LLSH M4 HHUSal ]m= 4* DM W6M LU610 Plaffir70 OR 0.481 D'0.%0.141 111'04-00.F81 13'0.340.2-01 LOADING(W SPACING 280 CSI. DEFL b (bo) Nerds Ib PlATEB GRIP TOLL 400 Plate Grip DOL 100 TO 043 VenlLy 4.1311-12 ___ 380 MT20 MMI90 TOOL 100 WmberDOL 1.00 SO 052 "1 4.21 i1-12 x828 240 BOLL 0.0 Rep Btrers Ina NO M 043 Ho M) 0.02 9 we Me BCDL 5.0 Calle FBC201 ARP2007 (MMok-M) W1n0(LL) 00811-12 >998 240 Wight 3541E FT=2096 LUMBER- BRACING- TOPCHORD 2x6 SP Nog EffEf V TOPCHORD SWMural added$HBMhN Cloudy applied or 844 be purlins, except 38:2x6 SP M 26 end vi nirels_ BOTCHORD a6 xca SP Not•Ept• BOTCHORD Rigid oiling driver,applied a8otaot 60 m ng. 11-1]:2x6 SP M 26 WEBB 2x4 Be NO3•Exoept' 1-16,2-14,313,6-12.7-11.8-10:2¢4 SP M 31 REACTIONS. All beerega L3dexcept(11-langthdr d,1593-8, (Ib)- MU Hol2171 18 6) 1A.Uplift All Spirit 1001b orlou Mjoial exoap,17-15011),9-d13(1-C 5). 1Y23B(LC 5),15115) M.Gray All ms 250It,or bas M jostle)SeaeN 17oi 5),aQ618(LC 1), 16.1102(LC 1),15M837(LC 1) FORCES. (Ib)-Mu.Camp.]Mar.Tu.-AIIMmse 250(b)ar Ess except Moen Ytown. TOP CHORD 1-17=3411656,14--]4513550,2-3--25111175,34-983&2W0.4-18=883112070, 518=9838207/,5d=9331,g0] 6-7"118/1921 7d-4658989,84=23001492 BOT CHORD 1St:=35501]68.14-15=35501]66,1}14-81M140,1}19--20]55838, 12-t9=20]55838.12-20=194&8240,11-20--19499240,10.11-98714656 NESS1-18<38061814,2-16- 7101304.2.14-5 502 81 5,}14-de lM2,313=2435't162], 4-13-21051588,512=1]9&391.612=138522,6-11-1021235,]-11-103914983, 7-10--22601502,8-10-103114914 NOTES- (14) 1)3pty WutoWarrangedtOgedterw IW(0.131Yl Iu1besfolbwa: Top chorda com ecbd sofollows:2s4-1 mw n6&II u,LB-2-awe slaggeled at OA-0u. Bonwn Pocrde connected as Worse:W-2 rows souggered M O-9l ac. Mies cetraded as rolloxs:9N-t/ov M 69-0a. 2)All bads Me considered egu911y applied to all plane,except B noted as Man(F)or bark(B)faa In Me LOAD CASE(S)aedbn.Ply to ply connections have been provided to diumme mly bade noted as(F)or(B),unless Wnsmal kldKLted, 3)N d:ASCE 7-10;VuR=130mph(3-second gust)VaM=101haph TCDLM.2paf:BCDL=3.4pM;h=2911:CM.II;Exp C;EIcL,GCpI-01Q MMRS(mvebpe);end vMical left and night Bxpa,ed;Lumber DOL-1.60 pate grip DOL=1 EO 4)Pravda adryuale drainage to prevent wMer ponding. 5)THIS Was hes been designed for a 100 ped bottom tlmrd live load nmconcmlent with any Mer was bade. 6)•Tris Wu has been designed far a the bad a OW on the bottom Mad In all areas where a cecangle 3d-0 Had by 2bO wane will m bean.Me bolo.Groh and any other mameela. ])Provide nleMeniul wnnedion(by others)of Musa to been,pale capable o1 wRHstanding 1501 a uplift al joint 17,513 It,uplift Npint 9,238 It,uplift at pin116 and 101310 uplA Ment 15. 8)'Semi pRMbtmks including heels"MemboeM Hairy nodal was used in the analysis and design of Nlatuu. mg esgner mus prove Ypnw�.lmma e[aoxowRax]xt uo xlCL4ddE0NTER IEFERENCEweE Gaiun nliwloruae onrywN MiiwL®va—ro,eeepn 1,M—ory, PooP.vvve,lv-n,ants for wn inOwgwi Oli, uting uvrpnenLN /� divan llw 10 P,irmU1,of Oe ep nom III pnalxlvvvnw wwwwroaWWIovnu¢OevgnlulM aavt m.s e.�a. a Pre.em wwMi.a oll.elxe.nwe.w.wwmwm.Mw.e.aovn m empo',.r,.ew�.wm azxa M18 :eiw..al.....m wll.p..m we•lH.w1.w.l wr.cwwwm a.m.ee. wgmxal e. v.m,Mhe n. IB+n Libtlo a.a.- v . rean^v/ ,s NOwuMey�d�..w µ..u1,22 awewcm.M1,09eaa.na eco eiaeln a.mwx.x vn2nH. bE Tlua TIIm TypPy MIMU ewaa TPaoa FlATOIRgse 3 a fon 9YtleniLelS[um. Jxbon ll.Fl]}SY ]wC e M 11 A6 Mer le lM'NN,IN Thev YV A tewi an Newt ID:HHill RSEPi<NA9ryCp$k5RI9±Vq-RgOMNp1TaNE0E1WJpgWIhJSnV1 N_TNIGno i1_ xores. (tq 10)Use Slmpwn Strong-Tie oonan (411'q Giller.410tl Trans,Single Ply Girder)mequirelent apecetl N160wmea.ateNng et]-tt-l2hwn NeIvll end to 10.]-12 to ronnM ime ed)Ssa lohont lace a Mlmm2 r 2(1 11)Use Slmp%on Sl where HHU5P62p410tlrth lumen, Tma)waquFueleM x113-S9hanIDs bit and to connetl ive&a)bhanlle¢Ubotbm tllwtl. 12)Fir all nail holes where ban ectionr is in wNMwAM1 IumEtt. 13)Hengehs)ortaller cmnegi) Me rest shall Lapmvltletl suRluenlWauppai mnrenhsletl lob](e)39i41b down and B06buprt 1D68 micp eM1DN. The tlesigNulection IX is m wn eCtionctured device(s)i Y Ne mapamlbility ndai ual rs la 10)TIIYmadesignerpWutl ietl I resbeasnll by the Wihingode,Component. TIIe suMeGllly and uae aliM1is wmponentimany particular EuiltlbgYill reegnsibilRy of IDs Wilding designer par ANSI TPI 1 a lelerenrotl by IM1e builEing mEe. LOADCASE(S) Mr,und 1)Deb]t Rod'Live(Eelencetl):LumM lnaeeai PIM Incheea•1.01) Una.Lcatle(pill) VM:1A-1 W,417-10 C..nlraetl Loetle(IRS) Vent:12N-20](F)12•-20](F)1S-0SOS 191 30 Dfl Qwaavxo.wens, bwPer�+enw orror[s ce mtsarm ernvxo Nrrte basaaeece Paae owrsora aroa a. beryl was WemoCry a.e:e wba,ww..w,..The wrQ1.e oaeee one wn..reame,lown end ew en m�,;e-1 ea�ti Ner,were,oa r ew mrgivir .n Cavy rro ap>m e�Mn a Own,reore,ere won Npenlrane. .,,I.e..oe en molne—, e lams Na seri lnelu1n1 Ieb Prawn bwtlas aaaiamei v..r web INC,wa...ve- F h neanea'a"riwmawed ew.fe,eq.n.am,m.wey.mr.o,...�lmil�..wln we:.n....IN"'.n.nagrw.nre.m.ne .,am.r+s.ibengagasels. MiTek' twor n.San a..swieerv..realer, In brewers aweeee.m rmss wearma a.. m puel6v e . ,lath ON SCSI pawl a.wn. w. m so.P,Ye sen eiw. BtlAy4lbmlalbn.."N'Ir—rive.IN."..1'.n.IN 9rtn.mu III we ervaiu.wk.11. remre�FL MSro 'No Twa Tw"TyPa ON Ry %1 815 N@@ TWOS ..'adFR 2 R Butlsa FNYun. JtlwmlY,Fl9IIY )es,eFpr192018MRex lmBRu .ma.Tim Mu231nl9 RWm) V IO:d Mld ii 181yaLOSF.13NyMyAurpBftuP5005GtYL3RGt5np4ERM1mTnK]nY'!ez r zas ' adz 1 ¢Sts o-6¢ 1 1072 1 +gds 1 uaz hall 16+o-4 1 3a+ae 1 n-1w 1 z4S4 2Seo 1 3i3 3819 3413 2419 2d13 2419 20.13 20.19 zd1] 411-12 411-12 6100 1-1192 THIS TRUSS IS NOT SYMMETRIC. Style-+4)1 PROPER ORIENTATION 19 ESSEMIAL. .2= 5m= 9m= 9w= aim= aes 11 2w 11 s.12= TM= we a= Mall 1 z 9 38 4 5 B m T a 0 10 tt 12 +3 14 l$ n m SE 24 29 zz 21 m ib 5m 513= Miex14MT'pG= 4m= OL= 9xtz= 4x13= IN12 = to 1) AE 3 — u y+s 4M= Ng15262.12512= What 54= LU610 LU610 LU61t FA6TEN TRUES TO SEARING FOR THE UPLIFT REACPON SXOWN bal PERMITTING NO URYARO MOVEMENT OF THE BEARING. 20.13 2a13 201] 1 Plata Olfsne f%.h- R- 0.221.15:Oi-0,Oi 8.180.t8,62E1.19634.P4-01.110:0.%.0.141.119:080.0.8-01.120:0.38.62-01,121438.6221.24:6)-0,G881.125:0.% G-2-81, . 22t.12B:D32.o-221 LOADING(pentSPACING- 24-0 C81. DEFL. n pada want w PLATES GRIP TCLL 40.0 Plele Grip DOL 100 TC OBB Ven(LL) -0.24 2301 380 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 SC 009 VaH(R) -0.47 23 470 240 111 189143 BCLL 00 ' Rep SBese her NO WB 087 Hors(TL) D. 17 NY not BCDL 5.0 Code FBC2014TPI2007 Sunn M) all 39018 FT•20% LUMBER- BRACING- TOP CHORD 296 SP M 26 TOP CHORD Structural Svaed sheMhhg directly apprled or 4-0.15 a alpne, except BOTCHORD 2x8 SP 240120E and vMials. WEBS Mel SIR Ne,.3•Excei BOTCHORD Rigid roiling directly applied or 6d0 ad eradang. 1-2),14-05,11-1),11-16:2x4 SP No.2 1-28,2-25,324,4-23,5-22620,10.19:2x46P M 31 REACTIONS. (IM92e) 17FIBB5y634 a bearing blocq (reg.0.54).16=192110.3-7.27=7189'65-515=2C NR aniul Mu UDIM 15=208(LC 1) FORCES. (MI-Max.COmp2Max.Ten.-All famse 250(Ml or lm rapt when sMwn. TOPCHORD 1-2)•44560,1-2-101 CU0,2-3115921),328--1071 All 4-20=1851 44--157222E 53-- Tsi 325--9497th,7-29--91 7-6--9197M,8-9--7400), 6109X498,1611•W1MM,11-12.02300,12-1392300 BOT CHORD 26-27• 4,2&28=110142 24-25 O115329,2324-0116672,22.23=115502 21-2299497.2621=i 19X—as12O,18-19=1 Cartel),17-18=1 Wi 1740=6108th,3631--MOBN,1631-INOBN,1632=-910th.3243=910.q. 3331=910"91D7, 097,2- =210th WEBS 1-25.11X97,2-28--551) 5-M-15910,422•-RS&8, 1-189H9,4-24--]90N, 4-23 35"`,S29Q11722,522--09757,622.0(!0.9,7-21--189309,01 18491, 11-1 %W,9209121735,I .49657 50.13.1461,10.17'-318&0, 11-1]�688N,11-18 '4]36,1318=1835O,13159.1M1 NOTES- (17) 1)2yly Wee t0 b0=neg Mitsui wio 11(0,131'43')nails as f011mvs: TOD mads canFmw as folbws'.2x4-1 row n 0-9-0 oc,2A-2 rows staggered n 0-7-0 on, BWbm Miami wnnMed as nal :2x8-2 mays staggered at 0-2-0 Oc. Webs annectcd es folload,M4-1 raw at 0-9-0 oc,Except member 2-25 2x4-1 mx n 0.7-000,membra 620Mal-1 rox M 67-0K member 91 2xa-1 mw a o-7L od. 2)All leads art cankered equally applied to all plies,exmPt 8 noted as front(F)or beck(B)face an Me LOAD CASES)$¢ m,Pry to a8' connections have been provided to distribute only lads noted as(F)der(B),unless otherwise nd'Nated, 312x8 SP 24WF 2.0E bean!,block 12"long at It 17 attached h.0mad aft 4 rows of 10d(0131'x3')nails sand r o a 16 TOMI fasteners Far block.Bearing his assumed to be SP No.2, 4)Provide age p ne Crane to prevent wider ndl,. 5)All plants and MT20 pines unless otherwise irkiated. 6)This Mass has been designed faa 10.0 pot botlan Mord lave lead nmcmdmrtn wfth any ober Irv¢bads. 7)-This Mass has been designed fora live lead of 20011n an me botlwn chard It all areas where a rMangle 3-6-0 IN by 2-0-0wke will M aday en Me bottom broad and any other members. GBot Rehr to giNerts)for Mau to tensa connections. y Yalpnpxmr+x eneaam xoi[t oxrns<xo mcwo[oxn[xxr[Raxc[vxaf vnans....+auvla+a BFrORE uta. (amannliMasrah Mn<. nwns Hors mueesgnumx¢e eniy en5anmeurx m-n ane a bran.....I abor,on, gNem.Oerue vae.tM Euller 9^e.roue!wrnytne appivaemry aign panmerers ane prcgexnye lnwgmams".gn Meaner! euaMnq a.ugn.BreerM mai..lw lxmyre..m euulrig mrnemeuai vuv..nanerry me,a m.^wrs^^F ea iumpm yard". N,wq Ml ek' NdMym. mmq•ImaarYmpeMma.aarMllpuv4n waeldeperswrnwrvae pmwm4ar^aw ^sq.^reaMl pe,xY.mwYrorM Yaps.UeMressidn .^a exumbeae ul N,ured ax AWVRX OunIn<ramla,09Bse.n4 BCm BUINln cempen.m pya PaNsan aha. L.rwylMoea.wa MY[MeanTm.eFwlMerM..2lt x.w6aM,aro3.z,xYAnew,v.mr.. emw,n Map .Nit Truse TveTyp ON FIY nmm u semisRwrda09a 2 BYtlent'son' 0.e. 1.1rall,os FIdSSY ..AP1..1.sli andel Iz.Tbu.111 Isba:sa A1T Plan ID:HWFReEPHNH C0SN yYN7•wl MBRUP5005GYb3R6t6n 4ERM799m =Y Ni (17) 10)Pat metal plate or equivalent at Mariag(s)17 to support readim Moven. 11)Pmvke mMeriPal ban wion(by others)of WFa to bearing Plate Capable MSMstanding 208 to uplfft at joint 15. 12)LOM®ee(s)1,2,3,4 hasthave been natural Building designer must review b0$tag v rly MM they are mmctfm Ne intended use oltha WSs. 13)SemFrgldMbreaks including heels'Member and Body roller vers used in Me mi and design dMis trui 14)Use S.W.SVong-Tle HGUS28-2(3 IDd Girder,12-10d Trues)or equivalent at 21-7-01rom the left and to banneCbueNea)to IrmRfa®of botbm tltae. 15)Use S'unpmn Strong Tie LUS46(4104 Girder,4-10d Trans.Single Ply Glree0 or aguivebd spaced d 1J do roar,Mining ad U-S12 from Ne eft end to 260.12 to maned busdes)to Oad face of bosom more 16)FIII ell nail hales shele hangar Is In bei with lumbi 17)-rhs manufactured product b designed seen individual Wilding oCTponaaL Intra,eui4bility and use of this mmpmenl for any Parti building is Me mss nsiNmy a Ne W INng designer per ANSI TPI 1 as referenced by the building ands. LWD CASE(S) Shari 1)OeM+RW Live(esbnmdl:Wmber Inerease=l W,Plate literati W Un6am Lead (pin Ved:1-28=1266,28-29=012,10.29=10D.151 ConunbdM Lands(to) Ved:30-40131ii-3951F132'-385(F)33=385(FI 54=365(F) 2)DBM+O75 Raof Live(balenesid):LumMr rnaease-1.00,Pate Inavax=1.00 UnBam Linda(pl0 Van:1-20=1057,2&29=522.1429-80,152]-10 Concentrated Load,(to) Vart 50=3309(F)31=299(F)32=289i M=299(F)34=299(F) 3)DeM+Uninhabitable Able WAM1od Storage:Wmber InNeall 2S Plate Inaesse=125 UnXam Loads(pp Ved:1-28818,28-29=321,14-29=20,152]=30 Gane Lolls(le) Ved:30-1 814F)31-168F)32-16613 180(F)3P-186(F) 4)Dead:LumMr Inaea.ni 90,Pee Incraue ibW Pit mdal•090 UMmm Loads(plf) Wnoentveiaoa=az9.ze-ze=zst.taz�2o,tsz7=to 1 (IO) Ved lL Ved:300-1086(F)31—tObF)32=100(F193=t00(F)9M-100(F7 Awu v0. ...mriWh MT,, bi,inne d-lit orw . stri .Diinw�� _.,�wa".�;.aen�m4 w: "ria �.%linan b—'a MM!TTee■k .o-.n.,..� ",�.m mz.a 1.mowpmiltraver,pna,e�:a<an.Mla�,.n.,.a }E Two Tuu Tape Oy Ry nmtMm e�ex rF6R RAr gRPFR 2 Rbrer BIWnFYtlban. JVLbnY,Fle}2M 'ev. pr1a301nMnakaduprle.a[TwMVdanta I6N1)Ppet IO:HH.FRaEPK1A91eLOSk5fts3Np03VIDBnpCB%yttgTGF81 I�tT25nH'XVdOdvgey .in zaa z4w zaa as3 zas zss z-gas avla=t:3a.o said II ]I®= 2w II m= snz= m II .2= QI IW2 2 3.12 4 5 a ] a 9 q 111 to 18 1]21 Z 192 ro inan on 14 ]] 13 R 12 11 12 p 10 Add 11 1p.12= LLW9 roll auto= L11609 "i W51910l0m20H6= 2.B II 1W12 ave 11 LV31a Lew Ludes, ww wave LlA51a W518 Less wfiae LuaN 63 Plate Oneem xr5- Ill13o-]t2 o-] 14:OS0080 111s:a3a Q-&4I rl]038 LOADING(ps) SPACING tae CSI. DEFL. F hoc) "WedL/d PLATES GRIP TCLL 40.0 Plate Grip Got. ;'00 TO OBS Vml 1,69 14 >315 380 MT2D z44119D TCDL 10.0 Lumber DOL 160 BC 091 vdd TL) -1.07 14 >240 240 MT2OH$ 18]/W3 BOLL 0.0 • Rep Smers lar NO AS 0.]9 Hmd TL) 0.08 10 We nla BODL 5.0 Code FBC2014RPIZq] (Mabe-M) NAnd(LL) 0.32 14 =802 240 Weght 2861E FT=2041 LUMBER BRACING TOP CHORD aBSPM26 TOP CHORD Sbuemal wpod the in dimctly applied or 2-10-13 oc pMMa. BOTCHORD 2e0 SP 2400F 20E eveept end vMical WEBS 244 SP M31 BOTCHORD RDd cad,dlivii applied or 100.0 cc otach9. REACTIONS. (lbhze) 184138IaS0.1R4B11938 Mx Hord 18=-MLC 4) Mont UPIN18-86814).10=1009(LC 51 FORCES. (IO)-Mer.CcmpJMar.Ten.-All fartRt 250(W)or Nss domeptwhen move, TOP CHORD 1.18-4738988,1-2-121107542,2-3=1211012562,3 2221MW8117, 1­5=24557/5146. 3- -415]15146,6-]=M21M25.7 -1201=640,e-9=12810rze68, S1UJ9121036 BOT CHORD 18-19-10091],19-20=1001377,1]-20=1003]].1]-21-2554112110, 21-22-25SM12110,16-22=-2554/12110,16-23=2SM1z11D 2}24-2556112110, 1524-2554112110,13-25=d]28I22485,2S2B+JT16I22405.1 -28=<T28/12485, 14-3]-2bTT113198,1}2]-48]2123198,1328=-2851/13-10,122-3-=-2851/12610, t1.12-202V1274 011-2F-95.420,10-zF-85420 WEBS t tan-45ri!31 ,&l1 -1524l36}18=-3W5I857-13-221/11 33.b15=247M779, 414=4]3-/2310,8-14310.1484,8-13-139330],]-13=2991/11406,]-12=-J24]594. 511=1626l15],p11-2]]6/13238 NOTES- (14) 1)2- ly Wssto Eac nebredlogethor Mh IW(0.1315W')miMBe WIWwa: Top Mords oannecled as Idlmvs:2,4-1 meal O."oc,2x8-2 rase staggered m 0.]9 oc. Bdnom Mots connected a.rollwn:W-2 rows slaggerad al 0. cd. W4bs co advold be rollover 2r4-1 have al o-30 M. zl All bads are come based density applied to all plias,same 9 noted as from(F)or back de)face In the LOAD CASES)eMan.Ply to ply wnnMions have bren provided to dietnbule only beds IWM as(F)or(B),unless oMdwise ind'4aled. 3)Wnd ASCE]-10;VuW:130mph(3-s¢ond gum)Vad=101 mph;TCOL-J 2psf:BCDL=30PO,11290;CO.II;Erg q Encl..GCPW 18: MWTRS(envelope):e0d var iul left and rightexpaed;LumMDOL=1.W plate gnp DOL=160 4)Ronde adequate domai a to prevent.ponding. 5)All plates are MRO plates unless otherwise indicated. 6)This buss has been designed for a 100 pm Wdpm brand live Wad Iwlwlwtrtm vMh any other live loads. ])-This turns has hewn designed br a/Yue Wad M 200pm on the Wtlon Mord in all meas where a rectangle 3-80all by 2D wae*it M between the bottom chord and any other mxmers. 8)Bearing ad,di18,10mmaden parallelte pna value using ANSLIIPI 1 anti gradniformula Building designer Mould verify cepaclly d hearing surface. 9)Provide methaniral connection(by others)of truss 10 beanng plate tapable or winglanding 0681E upiM a pint 18 and 10031b upiR At C0antmpntto, 1110111 yw s-1.2pnPweuveneod. oras ox rwsaeo rxnwsowrek Bardadxcdaad[mlan•.v.rmusrrorsessoaE use ans"enusem tNROmmmm�en mueevyt is enMomyinfd,meterssnown.dna ionry,"aheamq mr.na ./fndm dm.euwme MepnarmuarvarMrhe epplwsddirygdesign n=•.mdlerdand Papen a.ruit-m¢e.e,ymob tirionvina6 [;.1.1aM.seven lewluingurineveualwasw v u,.nc,nydnnAlre. YavuemrinvldpwrnamM bony ei Mdndapmem vxlapm rvpmy Wmaad. argnanm,.. regaNnnP+ o'aae eely.An'ind,7reePmdl^mm>218Nanin.slrr vLSuit,31nd anMr+saea,oaeaa.ne ecu eviwlrycenwnen esoYr.ddsuara. vr�m Innen a m n., d. a .d��.�.mt4. .,nw.FL eeea Jos True Thies Type Oy Ply �9H2 rt6]9 FU Gsl t ^ itmt ..I. Jv[WaMY,Fl]aY L5,,,1 ]cusurssae. Jac TU WrD 180B'aSIDt]Ppe3 NOrEa e IO:HHFR¢EPIGr9L960Sk5RAW3VSBhp6BXgTOF61 QE02vM Y?er 111Ute6Mpmn -TbW (0.10Gin.0.10TMuSingle PyGirde0 w uNbnlapem0 an 1IBocmxdnln0n0.]BRaMeIMendto]-3tomod tre(e5)to hurt face oWhom ebor0. 12)Use SRiPaon ra face ott. h.rd, GINx,b18tl Truee,Single Py GIMer)w equrvaleM sumo M 63-0OC max,Nrtirq tl 6]4 hpn Ma IM end to 20.11 12 W Knrrpd Wl alGa)10RCM bm Ot00ger GmN. 13)Fillall nail holes "bangerla In cantedydblumber. 11)This mg designer uMO pr ANSI T O 1 as hi es an y!by the b inning cwnpouM. The w9abiliry and use d Mia component bony tentacular building u Me rtsgmsibiliy d Me Wilding Oeeignar per hN51 TPI 1 as Merencetl by Me WiNiap mtle. LORD CASE($) Standard 1)Dead♦Rml LNe(bWncaat:WMW Indeau=1.00.Plane Increase-1 OJ Wftn Lands(pM) Vert 1- 57,10-143.-7 Corvxtrebd LoaL(h) Ved:13-925(F)1/ 9251F119=150F)20=150(F)21=150(F)22=-160(F)23=-150(F)2 15o(F)25-925(F)2 925827�25(F)28-925(F)29-925(F) Ao.¢le p+�e m,. my.111.. 1--ahr 1-gr oi r-rlirwo,�m�..1,..� o1c*m al,re,e,.lwld�,,,,po„aasoaa a �. �Ipfhieuem BB9Lep-11l 0u Eng Eespner mus,veMy rM.,,I,-b,,d4eugn panme,er¢an4 prcpe��nw�ErMe Nisdes An iMolMoemall p ew ° %;a rv;a nppemam:e."1.'s em e- "� MR9k ev4M mnxprt mOecS au Nnacmpwxm Gets Pa zawa nMmi1irl.,IAmrae Ye FaatlM Tessa.ra»ma JW T. Tw Typ Gy Py 1.1.11Noxa abm Puaamma � Z BiYYa., .IWoysm ill b View.atemwunMtrbressub.ferar.l&56:MAI]Paget ID:HWF EPK13L OSkNit "FYA%iRZVfpFiH-YdX YQO lily EJFRChtY 2.N H10 ]83 &}ti 11$1] 23a Sol-1y I qe II yg= w ] 4 if 9 'a 1s 11 a bBc 19 B t° m ] LMSRT] = LLWe LUSee LVSR ]M— ww 12n ware were mil eII were ]b3 Syi 1 .&15 0.18 5038 1 110l'3811 ASBlli< WAD INO(pi SPACING- 200 CSI. DEPL. in (bc) Iloell Up PLATES GRIP TCLL 10.0Plate Gnp DOL 1.00 TC 0.59 Vsi 0.13 Si X999 380 115120 24M190 TCDL 100 Lumber DOL I'M BC OA] Vai 0.20 9.10 X891 240 BCLL 0.0Rep Sbeas Ina NO V1 0.88 Heal am T Na Na BCDL 5.0 GAe FBC2)14?PI2OO7 (MeN-M) Migh t32m Fil Willi BRACING TOPOHORD 2e4SPNo2 TOP CHORD Structural al sheathing diree0y applidp or 3.1x1«puHlas, except BOT CHORD 2118 SP M 26 and yalat WEBS gas SIP No.3'Edmpl' BOTCHORD Rgitl mililq directly applktl or l Di de breailq. 1-11,?t0,S9,88:gird SP No.2 REACTIONS. (@MEe) 122241058,7456111ilxTminl FORCES. (Ib)-Ma11.ComplMm,Ten.-AIIMIms2W(lb)wbssellmpiwfienM ar TOP CHORD 1-12=3186q,t-2=555310.2-3=0210N.3J�21 dU,4-Fr621M9,5�5530N, 6-T=316910 BOTCHORD 11-1Yd3583,iS18N/5503,1618b/5583,161]b/02fo,&1]�L/62ID,&i0b/5530, 8- Bi WEB$ 1-11CB118,2-11m-185&9,2-10N1IXi8,59N1D]B,58•-18]Bp,60wN0093 NOTEG 1117 D gory Wss IObeanneM<tlrogMawNtite(0.13143 nsik es rolrota: Topctomots connetledfobvwfollows: s:M rotes•]-0«. MipsStraiMomsmnnaclleasx4-1r2d8-2mwsatap9Bmtlrt0.90«. websds am con id roldid:2a4-t and at o-90 ac. 2)all leads h.been provided applied to en vliea,wimp Bnpbbas) rmM(F)s beck(B)firm in LOAD CRSE(s)aedun.PyroPly mwade M1are been ge to pir v Elehl We only loetla noted as(F)or(B),unbee aMelwlm IntlYxle]. Providet;has to drainage to for a I anderpending. 4)This WssshaMen en designefora 100 par eaM1MIom Dead IM Y�bercnmRurleM wM any pNer laid e loetla. 5)'This Wsshesbeenwird adanliveer M20 bers, 10061<Wlldn dtatl Fall areas Mterearectangle 3LO1a11 by 2L0 Wtle will rexbxd«nthe s)For ms to and any seer members, 8)Referto gremi plate Mums to truss connections. ])Provide mi dit plot aresibluds,al MCMeta i e d fli rtedun ihwm. 8)-SanUs,Slirg10 pAStro siLUS,t6heels'Metal end fixity IIWeI wast Grin Ow analysisnt aced aMMia Waa. B)use Me and to WtoanuaOEGirder, 0park fair,3Fpb Ply GNar)apuhakni apemErt1-LO«mv.sleNlp at O8O hpm Ne left end ro i t-a12 to mnnH W consul shap l mb fere oPo011an a1KKp. 10)FIIall nail hpka xTercuct is is ein wn as an lumber 11)Thismann Wilding product raktleagnWeaen iliatlwlignerPr ANSI TPI Thesuitability anduse of this tgneoneM for any peNwkr builtln9 is Ne map«akllhy of the Wilding designer Per ANSI TPI 1 ss Ielernmtl by Me Wilding mtle. LOAD CASE(S) Standard 1)Mad♦Raaf Lima Federal Lumber Inwam=1.0O3 Plate Iremar lW unk.Lmtla(pm Ven:1�100,7-12-10 M pmemnea en!REPp Na]ES PV 1Ma RMa INCL LDE4]t]Ee RErt.@M'E P,aBE aF](I]m.f aeyMa B6ME 16E. LAmiliEw oweenem umonly. µs9arae.VwW pRapne `• onryu�n palameler¢1-1 a Bm bran.vkueleallryeprp-.nrM1 antl ro.avvloelar .ire wN•+Is1¢a� pNermlpolmmHaem w.. w.re,w rea%runin.....rre:rex aaou.>ire':new¢+Iw:r«w".+"v�n.�e`w,vt�n�4a 1+w barmale+l 1me�bpPoa E`er° MRek' sl omabe.tel YdeeM1amiaroPW naN`3 BNBWe"yalem4 ere µBNPH glaalycassm.ped. eeN au1141p Cwnpmee MM Pab FY dM. no news n grtel,bub N;A4nrel VA YdIa, For,.ase. Job T. Trves Typo Po' Ry ixacm Llpilt6O Z dtlWee F.YBryq, .N<Yevrvi,Fl)aY 19MCO B'd1W"FWutlllee,bFiFf Yarl}18 l,l 1)Vgep ID:HHIffflFEVNIK9�eCOSk5Ry9'NpaFLJ%iHZYipFiRyU%WiIPSb%VIiIpOEJFRCaI"N. LOAD CASES SipntlaN Cazp0tr d-op (lb) VW:9—?MB)18=MO(S)14=180(B)15 -M(B)16--7WB)1)=i80(B)18=MD(B)i9—MD(B)�48IXB) i QwnRaa-vewy myrvxxexx.wwoxaiu axrw unmctlmFo rrV aFFE/am'E VYCE xa-ina....rowzwse[rort[ pep5pnewwR�rw�emry,N�Yf¢nnMxa l4YYpnppuM only upan penrMen aRwn anEk4ran nEiw,pwl Cuutinpmmponnll.nN YSE MgCVlpnxnW�yytlx RF.lYadFly olaaupn penmxen anE prcgey lnvryerab lNS Oel+pn lmorM owrell �p.pd+ape.Yn�pxp��.pi.mpmx,1p.�ppappx,wwa,.,.pa.a,or<eebm.mdreppF.�tle,ew�,emp�.7a,ppem�.�lx.<xp M7ek' .e1nN mlppn 1: o.. Hmep.. m cm,",Ds rtpa B"I a.pylmmFlrn°.a�:.�. m . .. "en`s""ne ..,��a."P1zna.lYycmeY.,ose-u.m amlemlkmpcompo exn sw v.r.Fre Job Tnss Tnn TpenOi Ory fly Thomas pRp a 2 Buldele Fllel3pum. JeJapm11e F13RM ]&pale 19A16 MneF lneu4b,Fe.Aw e9e13U11 Pget 10:HMFReEPN5t9pCO3k5R+9'tVq.SdJNy3MagVgrY0JIn31De WRr1439_MWm aS+4 I 4+od I 7-zz I Baa � 11nae I 14z8 I lento I +Bas ' as+4 z+z z+z zsz z+z zaz zaz zsd Sus-1330 m fin= m1 m= w1 3x10= ant= ia1s 2W0 3 4 5 0 T a B 1a 17 1e 15 Is 13 ie 12 go 11 31 II 10 4911 7m= me= m Ino- m LLWB em- U.,aa he LUW 4L a PWe OBseb(X.Y)- 12=18 2,1.0].R:OB-0,0.347,16:0.]-0,0.1-0],IB:G3-0,0.1-0I.It0:Etlge.0.381.111:0.2-12,0-0.81.It2:0.Y12.0+8611005O,0.5A1,[1602-12,0.1-0y 11162-120/81 L0ADING(Ps0 SPACING- 248 C31. DEFL. N (les) Pies Let PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.78 Velt(LL) -0.34 14 >M 380 111 2MJ190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Velti 4,53 14 >428 240 aCLL 0.0- Rep Strath trier NO AS 0.47 Horz(iL) 004 10 We We SCOL 5.0 Code FBC2014i P12007 (Metrix-M) Wind(LL) 0.16 14 >BBe 240 All 21016 1T=2096 LUMBER- BRACING- TOP CHORD 2x4 SP 16,2 TOP CHORD Structural val sheathing tlfRYly,appli0E or 2-108 de W1Fls, ncepl BOT CHORD &B SP M M u end venle. MEE 2.4 SP NO3-Except- BOT CHORD Reid calling direly applied a88 10w bial 1-17,2-18.414,&14,8-12,&11:h49P M 31 REACTIONS (1b1s¢e) 18=16760SB,1R59WN38 Max Moa 18=52(LC 4) Mex UPIA MsS95(LC 4).10=124615) FORCES Iib)-Ma.CampJMv.Ten.-All tana250(Ib)aleas exagwen MOem. TOPCHORD 1-18-16733551-2--2065912.23 674811419,3 745,1419.4fi=952&1997, 58=9522/1997,6-7=-107818266,TA=107111/2288 8-10-3`097/1499,410�396U039 BOT CHORD 1617-8332065,1518=1141?7O 11 15=14T09916,l3l1 227piW81, 1319-22"/10781,12-1Y 2277110781,12-20-15001i097,11-20-15001 MME 1-17= lal47,2-17-=7/492,2-16=93&1131.116=514/127,415-1517938 411--e:3G023,514322/85,614=1736300.6-13-82/670,&12=eB1p207, 611=210]/402,9-11�-184017020 N0TM (12) 1)2-prytwss Io Lemnnededtpg WwW10](o.131X')mlheerolgover Top Glands cmneged ea follows:2x4-1 mwrt D-7-0 c. Botlan Chords come ted as lonovs:M-2 coxa staggered M D84 oc Webs demanded as fall 2x4 1 rax G 0.9-0 a. 2)All loads are considered equally appled to ell plies,exate 8 nosed as from(F)or back(B)face in he LOAD CASES)tetanal Fly to py xnneclkxls have been provided to dembute only keds mNed 89(F)or(8),unless ONxvers mutual 3)Wind:ASCE 7-10:Vum130mph(3-second gust)Vaod-101 mph;TCDL42pM:BCDL=50pG:h-0M;Cst.11;Exp C:EMI.Wail 10; MAHNS(amabpe),end vertical lett and right exposed;Lumber 0OL=1 W pled gdp DOL-1 W 4)Provide adequate drainage W present sesta ponding. 5)This Was has been designed for a 100 pG bottom&Ord live Met 1Mncontunxa x1Yh any other live IOWs, 6)-This Wu hes nen designed for a las bad G 20 Opsf on the Cohan Word in all areas when a redal38O tall by 2-0-0 well will TC bedeen the bottom Mora and any Other memcers. 7)Provide mechanical connection(by omen)m More d baaring pled aVeble a wMatanding 33516 uplift M IoM 16 sena 1246 be uplift at pM 10. 0)'Severl pOMbreaks including haste-Member end fray model w05 used Or the analysis and design ofthlstmss. 9)Use Simpson SOong-Ter LUS45(41 W Geer,4184 Tluu,Single Fy,Ginder)or muNalent spaced G ti-0a m0z Carting 9 12-114 from Ne left end to 101 to mnldC hungers)to back ria or Naim mON. 10)Fin all nail holes caned hanger Is M cgmaC wish lumber. G11))tyH�e�nrgerm))por Other annMlon devke(s)shell a provided systems to supple concentrate]loads)9931b CmT and 201 d up tl YWaMtlM-"vertu' P.remelaeaneaEAPNa7E3 ox nlsaM9 wetwwYlER aassaaxea Pana Lwr4nm.loo 0115E cxE usher eeYah sea-me my »ammo eooneuon cola sea nMeaseaml a{wemnen mean.aoahroiao lnemeum ev lei Is manaelveu»mom nog eealgnermualeerey Ne eppraadlry 9n PonmMertane aePorinoomane Nb Eeep pmonm pYl naam`�°vie bI'uh pn..m e.aaN9 olNaw�.lwss wae.wwpllpm m.mnae.l F. x"v MIT9k' plry aro nluN am proppbrr+9e. pompe,eelrery,ene ueyaemew gTgl WtlMcmeN.PSadeane etahBUINM9 eengwn epi peq FPy Mq. n n rcim rvv sen a, WSIrM,Suee 113.NeunEN.VAIDI<. Tnq REM10 JOE Thies Tw TiFa Ory %y T1a1al1B TFGM FIATGal 1 a1 jebitessyseshanshan BI.F. JVJI lh.FIa]2M f]&O S M I B M 18..vivtlNS 1. 1x.19185B:.7.11 Ppa1 ID,HI FR¢EPMLgye OSdRygWgKSWMUpVMrYp9m31RsO RM.S.—WY'1ew 12)This manulactulM product is deaJnow as an InONglul W iding swnpslwM. T11e witaEIIXy and use IF that swngneM for any pa11Fv1a1 Eu110in8 is the responaEllM1y tittle asking dngnerW Mlsl TPI 1 n 1eMencial Ey Live bullish,ecce. LOFOCASE(S) gahista 1)Dead a ROa Live(ba"hol Lumaer Incrainva l W.Plae se-sa nal 1.W Unif.Leads nn Van :1-9=1 W,1610=10 Condenstaled Leads(lb) Ver:10=95912=M9(B)l9 959(B)20�59(B)21—Mg(9)22—%g(B) Qwamnrro.vsnv daWnFv++�awaw�eosoTas oxTws a-sve' o..a[F[aaaca.. aovtalseFF iIal. w¢¢svzem eye..y-III �^...Nrgn 1.maann.,upon pa I........a nu 1pyl ngromponemnd �_Y■ Ealy9p. alapamdle .a..11ym h°n�°h';worohm mel Illy :vd p1,Iwdbbu 'm4B�lM." ..,11�,w"°m �,nlunanCpnplmlydm:pa�I w...�p M[Tek' M1M[ail n,I-1.,0e ae n NOBEaaaaN aBCIBI YMy Ne Ilan o T1uzs en e. uaa3t},NamMN p11�p aIXyeXb wllYnp Gonppnenl m. emry�FL]fa1� war ype nmteM Past F- fUTGIRGEP 3 3 .b,Rews.handsets auLL?nandeava...vi4,Fl]33M ]MOaPy-Y[3018 NTeF InWeNee.Yc]au 4w3a31:ISla At]Peg1 10 HHaFRaEPM19L9)eCOSkSR/3NqeN 9Tfs5FNBmy81IgUIIMQyGIM9ppEMUh%avN SoM-1:19.9 _ _ _ hx II ave II 94= Sae= PoO= 1 2 54 g as 4 5 8 J 9 IS 17 fe Sledv1. l la Seat19 1]JaB= 1174- aded, p eve= Tis 34= Spa]al shades, spial 1944 = sgtlal 99eaM e 4= slaenN ALL CONCENTRATED LOADS MUSTBEEQUALLYDIS RIBUTED TO EACH PLY OF THE TRUSS. _H Ltta 6o-5 bt-7 9sID 1Wta t-710 tqz tear I-]z 1 taA PMN ORmIs(%,Y)- 12:0.98.0.241,13:0.%,bt-0I.I6ff9-0,61-0617:638.42-0I.(10038,6306[ti0.'48.OHL11T0.30.0.1-0I.119:038.P186114:PPe.P441. H 5'6396301 LOADING (peU SPACING- 248 CSI. DEFL. F (W) Wens Val PLATES GRIP TOLL b0 PMN One DOL 1.W TO 0.38 VeNLL) -0.O9 13 >998 384 MT30 24Y190 TCOL 10.0 Wow DOL t.ad BC It Veri(T-) -0.1612-13 >839 MO SCLL 0.0 Rep Sbmslnar NO WB OAS Hori 009 9 We IW BCDL 5.0 Code FBC20141TPMW7 (MMM-M) AMM11) ON 13 >999 240 Waged:M go FT-20% LUMBER- BRACING TOP CHORD as SP M26 TOP CHORD SWtllael most McMhin,tliRWy applied p 8-0O ac pWlns, BOTCHORD aSSP 426 accept and vddicaa. WEBS a45P M 31'ExhapP BOT CHORD Rigid adding direothy applied or l OPO Oc trading. 1-16.8-9:914 SP NoZ 2-15,3-14b13,5-12,611,J-10'.3x4 SP Na.3 REACTIONS. (loved) 16=01 9=J55i Mex Holy, 18-40(LC 4) Musuplift 18-492(LC 46 9--]44(LC 5) FORCES. (Ib)-Max.CampAke,Then.-Alllarue2W(Ib)orNavaxceptishan spawn. TOP CHORD 1-16=-7lXCAM2.1-2--9627/1131.2-bISQ4&1913,3-4-1748111053, 45=1]48111863.55=1]48111863,&7-1367511385 7-0-807411303, 8-9=66781612 BOT CHORDiS1:- 460,15-1 J=1154,9627,WJ-11541032],14-18-1 OXI8249, 1}te--198211649,1115=1802117481.1918=A8 V17MI,11-12--13J4llW75, 10. M 11 D515a7410-20.511421.9.20=511421 WEBS 1-15--1354/11 W1,2-15.5019353.2-14=9849306,Z14=335WD.}13aY1940, 4 .121".512--15111137,6-12-63714774,(-11=3J&WI9,J-11=J1YID28. 7=513V408.- 110-91719601 NOTES- (13) 1)NIA 2)Zph,".to be connected together wet 1M IS 13V -)nails alf011om Top Words come i ed as iallawa:M4-1 mw at 0.40 ac,as-z raves Maggerad al oc. BedcT brands Connected as follows:as-3 rows seggered At 040 ave Wbba cmlwded esrollwvs:2x4-1 mw et LL9­O Dc. 3)All adds the considered e{unlly tested!W all plNa,except a noted as hent(F)or back(B)iem In Me LOAD CASES)sedim. Ply to ply connections have been povged W d1aNArM only beds noted M(F)or(B6 unless otberms,Instead, 4)Vitro:ASCE 7 -10:We=13Pnph(}second 9-9)Vasal-101mphl TCDL4.2ps1:BCDL-30ar;h-20;On.11;Exp C;EML. GCpi918;MWFRS(e rago a);end vMiral lel]and right exposed,Lumber DOL=1 W plate Site DOL-1.60 5)P.M.Maguae Mainly W prevent water ponding. 6)ThN truss bas bem designed!fora 10 0 as Incident chard live bait nan.rhand veldt an,cher live leach. 7]•nit Must has ben designed for by bed M20OW on Me heard dKKd n all arms where a rMengle 34O hall by 2-0.0 wtlewill Il barmen the boNaM n orddd aany Mar members. 6)Bmri g MplM(5)1S.9 considers parallel to grain value using ANSIRPI 1 angle grain formula. BulUlrq dmpner Mwa verify oapaddy of bearing sunace. 9)Provide mahen ail connection(by others)of Wea to bearing plate mpbb of wNrMnding 89210 used at pint 16 and 7"In upNl etldM 9. ri,"-Wivvvlont RhMOvea-.rwauaxo7asoe Twsuy wdzwaowrtltmrunda PIm4a]na m.eowmreeasmawa. imp,ei, ra.Th-11191a LeaeE mry u -aremnersn-1 w9 Y enrn a vies mrywAn Milouen va rvasgae u9Nae use.Ine oN peaagner muurenhre vppluClllrygEesBn parzmelertanG pNsll eadi -ea0eandi,i woeuar a�. rang namNea em P.eerrr o.ehrrr9 orlrremevorwa,.ee.w>mo-a m.me.rtary .m .y.a p.rrMrr.m xmnp MRek' yzrpurree ror weuMa^ repmem mrlapae Lunn poawepnorerinryryem pmpM^a^W-. e^9er-I purL^T rNMohaae Hmpe,e-nuxy ergMml ereuy olrrvau.enalru..bu.ue µnlp.11 anrr^I-,oaaNrna9a4auYAlrp cwnpwrn e6aIPNE•e eN]. lsnery Inbmeeon en,upb aom]rw Rne Innnue,z18 x.Lae 91reN,Lune are.ueunea+,VPYd1a. Tury,pL arelp ruw ya nbamla iFGW FIATGIROER 2 .3 auileers FlrslSwip,JeCmMY Jill fidgeted.appeal Fl]etM •]reW,Mt3 ante MnaklMlenbe.Inc Thi Mer 2321:15:18201] p,] Ni (13) IO:HWFRsEPNRL9veCO6h5RydN0sAIBY1v5FNiWd4GgUIIM1MyGIO,wndMEKK�z%rvN 10)Load cal 1,2.3,4,5,6,7,8,9.10,11,12,13,14,15,16,17.18 heshave been mWXIM.Building designer mus,al bade m yerytNl May are corra la Me intended use of MM Was, 11)'SdM rgld plltllGBahs Including heels"Member and May modal ses used F Me analysis and design Cl Mis bras. 12)Hanged.)Or al connMion devices)shall 4 Provided sulhcYm m auppan copoe dletl IWO(5)3618 lb down and 772 Its up al 2-943,11 a lb doom am 241E up at 1-512.7221b all and 148111 up ag 4-1-12.722 Ill dont and 148 111 up A SS-12.722 lb tloen and 1M Ib up ag 6-9,12,M2 M Obtain and 146led up m 0-1-12, and 722 Ill down and 14611,up m 3512,and 722 lb dont sand 146 Ib up M 10812 on bmarn Mod. The deNgNsebd'an of such Wnnaila deeh:i(e)Is Me responsibility d others. 13)Thb Man lRac uned Prod ucl4 assigned ads an IMWHuaI oul aanptiara. TM suimblllty and use of this cgnpOMnl Par any pNkvkr buWing Is Me respone eility ofMe bulIdin9 designer Per ANSI TPI 1 as rearrested by Me Wilding Lode. LOAD CASE(S) Slandand 1)Dead+Roof 1-ive(11elanded).Lumber Immoral W,Plate Inaeawl,O) wllOrm Loads(pm van 1-8=696.9-16-10 CommnVmed Loads(M) van :15=1141F)12119)(F)11=89](F)10=69](F)1T=3818i 18- 77)19=697(F)20=E9](F) 2)Dem Ro +O.]5 d LNe(balanced),Lumber Irlomse=1.00,Plem Incmem-1.00 UnOorm Lased,(Pd) Ven:143--550,9-10-10 COWznhaletl Loa]e(Ml Van:15-9112=510(F)11=5T0(F)te-STO(F)1]=2956(F118=5TIXF)191 20ii4570(F) 3)Dead+Uninhabitable AMc Vmndm Staege:Lumber Incradea l]S Plane Inaeess-1.25 Undam Loads(p10 Ven:1-8-359,316-30 c011Wnvaled Loads(lb) VM:15=52(F)12-31]IF)11=31](F)10=31T(F)th-1619(F)18111](F)19=31]IF1�31J(F) 4)D W+06 MWTRS Weed(PW.IM MOD LM:Lumbr hra w-I.B0,PiM Inasawl,W UnBam Loed.OR) Ven:141,3,316=6 Hoe:1-18=16,69.24 ConaMaled Lied.PIN VON:15=24(F)12 Irll 11-141101 17=768(F)1811F146(F)2 =1M(F) 5)Deal+0.6 MIAFRS VBnd(Pw.Inmmsig Riehl:WOW nonmetal SO,PNIe gravel 643, Undern Wade(pm Vert 1'a:3.9,1611-6 Hard a-16=24.8-9=18 Cancenlraletl Loads did) Val 15112-148p)11-148y)10::I 6 F)17-7611 10,141INF)19-14WF)201 6)DOW+0.6 MVvFRS VAnd(Nag.Internal)Lek Lumber Inveea•1.80,Plage Increase-1 SO Ungorm Lode pill) VM:1-6-368 316=10 Hoo,:1-1Ti=32.39M Cononbaled Leads 0b) Ven:15=S4(F)13=-392(F)11-39 1 IN-392(F)17=]M(F118=3921FI 1 riLtIg F)20-392(F) ])Dead+0.6 MWFRS Hind(Ni,Imemagl Right:Lumber hdandea 1.80,Fees Increase-1W UnXam Loads(PM Ven 143=265,316--10 H. i-16--0,8-9.3z conanDated Lome(ro) Ven:15= ill 12-2391F111=239(F)10=289(F)17-n2(F)18=239(F)I9=239(F)20=2391F) 8)Dead+O.ri MWFRS Mad 1Phl Imame1119 Pal Lumber 9gese l W,Plane Increase-1.00 UnMam Lade(PB) val:1-8 3,9 11 No. 1-18111 conanvamd Lade Oq Ven:15.24(F)12=14(F)11=146(F)ie-1sell 1T-]601F)18=1M(F)19=14kl 20=148(F) 9)Deed+0.5 MNFRS N1m(Pa.Internal)2nd Paul Lunbn Iaxeae=160,Plane Inaraa=1.60 Unroll Lada(p10 Ver,143=3,316=6 Had.1-181&F9 coWanbamd Lam Ob) Val:15- Nil 12-1"(F)II-1M(F)10=146(F)1)=]89(F)18119120=146(F) 10) Dead+0.6~RS Lund pos.Inmma)3m Paradm :Lumber Inaee.e-1 B0,PNte Imoa=160 UnBam Lad.tend) Val 143.3,3181 H. 1-16-Blip Conanhagm Wme(ID) VM:15=24112=146(f)II=146(F)10-148(F)1]=]69(F)10=146(F)t9=t4&F)20-148(F) 11)Dead+0.6 MWFRS V.Yq(Pa.Imeme)4M Paragld:Lumber Inchades 64 Plane Increase-1 NO Ungann Lade(pi Ven:13K1,9-18={ Hord:Y18--20,&9-9 COncenbmed Lads(ro) Ven 15-N(F112=146(F)I I=146p)10.1451 P-] F)18=146(F)19=146i 20.1M(F) 12) Dead +0.6INAl V✓nd Mal, ImemaO tat Pearel WmbY InaM56160,Plead Mot ea- N QWa.4M'NOVN/yC,tlanpvmu,r,WRFgDNJR50NTMsa..'UCE0YlNaFFERExed.l ,4,,—..n.rIa. .E r.u.w�eme.e mu.ee MRw m,..m..Tnaawen Me.. n•w�v..mem w..n..na l.a.n.ard..I e.Iei...omno..M.ry eNY" aoM inaiul Iibry Enee„IJmnwmJet.s% eVq al Me.uTPsemel.n.na WRen mcrym.Ie Prveeen i ...IOn nyh< '.e ' eman ai�awn.nre.ww.nu.,w,e memar<omy. was igen eysi r—atlorr,plY anent nrarea Loupe npmsiele peivowl mµyme oiweMaemaee ora. M1�MTlcn.acn0e.0elu rykmvlioca11i'll aaonr�ewexna wu .w µylryn ruMln PNru.OseJa,na naleullANip GiiiPcnwir Ny PSY FM mA. vuao,.nMion :..� NN Nee ,. .,z1erv.Le vzum..e...wmi. maFL.1P ap nmlwle ]FIMB M]w T'n* z 3 ,ReMerce 1 Nnle.a FMsa�m].3maomna,Nvzu ]awe�waxzoiewrw lawawe.mo np Ne,az�lslezon Pyea ID:HHaFRaEPM6L9yeLOSMSRydT/yddWYLL5FNi6m]BIGgUIIMCyGI0An9p9EFKB.XxN! WADCRSE(S) SInAeal Unmlm LWtla fpm Vetl:1-B-350,518--10 Hoa.1-16=25,8-9=5 cmbdm Bmrotl Loe(Ia) Vetl:15=5)(F)12=310(,)11=318(F)10-MB(F)1]=n21F11a=3CBIF)19�fl 20=310(,) 13)Deatl+0.6 MWFRS Wad(NW.Irennd)2nd Pam11el:Lumbar Inneew=1 W.Plate Indeaw-16.0 unXnm LWtla(PI) Vetl:1d=2B5,9-16--10 Hors:1-18=5,8- M Cancmimlm Lama(101 VaW lnm 91 0,90239(,)11=238(,)10=t m°11)=]R(F)18-Mg(F)19--239(F)20=239(,) id)Dem:Luman Inanae�.90,Plata Indewe=080 P0.me1e1990 UnBo.LWtla Vart 18=4- 2]3.416=10 DWwMmletl Lama(61 Ved15= l(F)12=19D(F)II75(0.6 190RSWa1301,11)=Wq'F)18=190(,)18-190(F)z0=1W(F) 151 Unffa .)5 Rad LW lael.)+0.15(0.8 MWFRS WTtl(NeO.IM)LeS):Lumber Invaew=l 60,P41e InpenO=1.60 Unibim (p ven 10 Vetl :18=6)6.410=10 Ham,1-16=24. CWwMmlatl 15-1 (DI VT5 15:110(,)12=]22(F)6 WWW(F)10=(Nee, 1]4831,)18 ,,n In me=t W. PWe In (F) 181 Unlana S Rad Lrva(ae1.)+0]5(0.6 MWFRS vAntl INa9.Int)RipM):Luman Inuene=180,Plate Incman-1.80 unlmlm Lem.(vH) Vert 1b-5W,ai Hoa:1-16=8,Sa--24za cond.nmlm Loma pal V76:15-99(F)1l)4075 )680](,)10-80](F) Inn 1M,716=63](,11 nomeF120=,]IFI 1))Dem+O]5 RCOf Liva(ael)+D]5(O6 MWFRS W1nE(Ne9.lnp 1d PvalNp:Lumber Invease-1 M,Plele Inweae=l W UnBaml Lama( Vert 1-0=W Ham 1-18.19,894 C.nnecl Lama(lb) Vee 113(, )12- 0 (,)101]431,91 = (F)2 = 08(,) 18)Dm+O)5RWLW ( el.)+e]5(0.6 Mal(Nee. na2M Pemllvl):Wmwlnvma =1,60, PIMe Indww=160 UnBoim Lome-8 Vam 1-1 9.4 19 Xoa:1-ads Il BA=19 Concena ed Loads Ila) VMas<89(F14=A0]IFI11�](,)10=80)(,)1]463(,)18=E0)(F)19=W](F)20-m](FI wvwxa.vurryewm w,emn+s-n ..amaez wl iMe MDM[Limaorax aartnxca eeW m.lwvrzosse[rovF vs[. u:■. Y.viw iorneeonywnn MRewe°nneaa]muEaalan le mee°mry�w�pse^•a.a emwn..neaar.n�� eaiyawmgawn,na N_Y■u eamen,.eem,e�ee.e nuelieio ceremen�.rmuxsga.NM aaaep•amn.�..oe wweM �p ei.e e.�gne w= aaaimaaAiavewro.nvaan,e m.nsere an i. cewnwm�ekm a'e<mz MTek' Lulley ane�o prevenlallpwven peadaprewl�nyryene prnpeMu+nWe. Wim ieau°Nlrk ee]inW ,218Ngb M..Ue 31 WtleyCMMe.WBNeneeGABUIMIm aomF.n.n� ,.,OM. eYey Narmatlon°m YEk M1omiusS PYa lnialW.a.e N.lee6beM.6uA]13,NennEN, PV ID1<. TenµFL>m10 JM Tinea T1un Trye Oy Pry aBaM1 .1. iaWYEA Tglt 2 elx o Iron BYMse Fatlwum, .MGvmW,Fl]IIY7 TIN COSk5R m6 MnaF InJu4b,F[.Tyty]d 1B5a'.W AI]Pge1 IO:HIhFNEPMIBLByreCOSk5Ry9'tVq-Gg13vZkJGO+N3'hE5BTfl, .6 VIYaMITSeBZT'Nu 2-161 5Ep Wit 1611-0 11]-0 16311 19112 2-161 zA5 3a5 245 385 2P5 M6+ � 6yv-1]32 SC= 3M 2. II aa8= L8= M13= 1412 25M 3 4 5 a ] 8 15 17 13 1e H NI 21 f3 E A 13 34 35 11 n 1p e 19 4112 3W 413 LU610 b8= LU640 3a8= LLWB W5469at1= ]a14MTAN5= LUGa LUSait LU94a w819 w6N w6N LUM 2-+6+ za3 zas las 2.o.+ Pwm Offsets(X,YF Iz:0.32,bz-01,13:OL0,0301,18:03-8,612],I]:0.38,62-0],110:0.3.0.0.201.111:0.]-0,0/d1.1120.3A,0.f 8L[130.3b.0.1A1.114:0.3d,0.2A61150-3E bz-01 L0ADING(pa0 SPACING- 2-0-0 CGL UEFL. a (bin) fees ltd PLATES GRIP TOLL 40.0 Plate Grip 00L 1.00 TC 0.67 VI -0.4012-13 X5]0 380 MT20 261/190 TCDL 10.0 Lumber DOL 1.00 BC OR Vab(TL) I. 12-13 =385 240 MTMHS 1071143 BCLL 00Rep SbeM If. NO WB 048 HeZ(TL) 0.08 9 Na Na BCDL 50 Code FBCM1,11TP12007 g,,m M) MM1 0.1912-13 -999 240 Wk9ht 2141b FT=20% LUMBER- BRACING- TOPCHORD a4SPM31 TOPCHORD SWdeadl MITI MWhhg directly apdieL or 381 mb pules, exdepl BOTCHORD MSPM26 and verticals. VVESS 2x4 SP No.3'ExcepY BOTCHORD Rlgid wile,dime,applied or 1060 co br.N. 1-15,2-14}13,6-12]-11,840:2f4 SP M 31 REACTIONS. (I&ske) 16482&Mechanical,9a3828ddeelanbal IHarz 16=52(LC 4) I UpM116=-BMLC q,9-762(LC 5) FORCES pq-Mex.CenpJMex.Ten.-Allforas25011b)or k5a uwptwilen shown. TOPCHORO 1-18=3605')82.1-2=]48]11580,2-3=-12992/2]26,34=1523713195,42-1523]13195, 52=1523]9185.b]=1228312580,]-8=]015/1401,69=348M95 BOTCHORD 1S1]=1601/!48],1]-18=1601040],3,13-21-27I48T,13,1A2 001248], 14-20=z]8&1 s14s,2621=-2]8&ts143,13-21�z]eir13143,2&22=3215/1s23]. 22-2s=321v152s7,1z-2Y-u1v152s],12-20e2SW1z404,2a2s1 0115464. 11-25=ze3aiz48M1,11-26=-148N]015,zbn=-1484/]015, 1627=t49an015 W£BS 1-15--160&81 B-I1-14-1f 2,104,114=1351,7-10= J98Yl, 5-12-2816-1211-114931 611--1618982,]-11=123&590],]-10=2B90Id31, &10--1598x]550 NOTEI (14) 1)2-pybusstobewnnecledtoga ww 1M(0.13113')nagsufolbws: TopdoWssne aslollows:2x4-1 hasal(i. Baden Mwds wnnMed as milwva:2x6-2made Mannel9d a1 "W. Weld connected as follows'.2x4-1 me,At Ob oe. 2)All beds are considered equally applied to all pies exwpt R nokd as M1wd(F)or beck(B)law In Me LOAD OAST MITI Ply to pt' wnneNons/lave been provided M dhtrlUule only loads noted as(F)M(B),unless MerwW Indkabd. 3)Wnd:ASCE]-10;Vub-l3 ph(3aacond guM)VaM=101mpb;TCM4,2W,BCDL-3.0pe;h-298 Cal.II',Exp C;Ene.,GOpW.18; MWFRS(envebpe);endvmN lbllaMNMexpsW;Lumbw DOL-180MWegdp WL-180 4)Pr eadequeedmina9etopleveMwM pwdMg, 5)AT plates are MT20 plates unless otheream mdicaled. 6)This,truss has been designed he A 100 pal Wbgn Mand she bW nmwncunenl with any mean Ilve bads. ])-Thla truss has been designed for a has load of 20 on Me bollen tivxd in an seas whets a recmngle 320 bit by 2-0 aftm"I M beMeen the bottom chord and any other membeee. 8)Rotor to gbde(s)for Musa to wee connection, 9)Provide in al plans a aqulvaNM at beatlng(e)16,9 W suppolt madion shown. 10)Provide machanlral wnneetion(by neem)of tmR b beanng plate capable of wieansnding 8031b uplift al oiM 16 and 762 11,uplift a1 GGmm fdm 9. ya TI b,M, 2 5 wao • aosMm-MwaF us[. �v' col hi 4 MIM roq M ns ,inp IrwxNlxraw 1 pearmen 1.Mus r Trail as-Mu mvNryvmto prewn mxpxwln pa¢pde Portora lniury axq pmpM aamepa.F sn � en�amme�xng M n-li TT washu se me-M ry eley,CiavM,De aulMlna cM.flme K6r part'FY yq. ei m . ae Me 9nn,6une m2,nui.RV.1. nesses Lsee. e JM Trvu Tw.Typ pry py i1WtFadl 980ffi iFGta FlATaWCER Spain FlN6aam. ad Me,Finsea1 L]6aaeM1aS18MRm IMvdmSlna.TI...I.WNA1]Paea 10:HIdFBaEPWb)CWOSN5Ry9ivgfgl3v G01Nfi9af5BEfl01yakS NYauHF BZYiw NOTE ( 12)Usee Simpson back Odom (41Od GMer,410E Tuu,Sn9b Ply Gamr)or equivalent specW N tiO m mex.IedFp tl 3+10 hmn Ne Aft end to 1532 Ncanned W55(es)to back lam d Wtlom ciON_ 13) Fill iall ansholes where pt A dIsin gmMas nwidmbx. iC)TMemanuRCWreCerANSI b I 1 as reesan nEy Mae WIkIn9appe, . Th<suAadlAy and use of this mmponentMAny paMEukr building I5 the reapxleldlXyeFNa WIIENp designer per ANSI TPI 1 as references!by Mae Wlpin9 mUe. LOAD CASE(S) Sbntivd 1)DeaU a Fiber Used(balanced):Lomber Inaeaea=100 Pi Mammsi1.00 Uneoml Load.(pd) Vere ,316=10 Cammnbal9d Load.(Ib) Vat:17489(6)18485(13)19-41plai 20s-489(13)21—/89(13)22-8123-481 24— 89(0)25=488(13)26�9)13)27=18%B) lasep Via fir,11,QwaxM .✓vM YIft,N 1—This-1g cx bM�gm wetwhavers anuRern,one pvaa[ra]m m.rwvtnSeEfonF bmin9 aer,men—1IM A n.,say d mep�pnnMan eM pr9epy�zoN>Te In¢aen inior,iii "a umpnn.M.nq 5pnmb Pe¢wnll "','r"`u w..mna..ae,lee¢renwpenecares.y..mr�wlwip—ma sal uim"enwa�ro MlTek' .I,eoua e�a.on..n'I�ml:n...nn oneeu.w•�.unlenwp�nwmmmev. s" .m .. ^.fey„^�!n^.. mµWlFx pulMcnlwb,D.aaveM acBl Bumm�a<¢npa¢T Nq1 Feb FaefiM. n>-. en,..� e� ,e.e .n . .rJo. m.vnmu Temp.Fl seem vv 20 DT �1�mI y r9 � r9 VI `n m 2z D .. � v.2 y m X m � m ,m a p y � � I I , o c' cmomz pn m m 9 s' n 0 � �-.snil b o O ' oda n � m Qm o� Fma 4namnamOOwC' 8y 09p gO- (J Z O 7j v.mp d$n 0 ww c ' $ O wma �y dao ^ oro _ O 2 S� 'md O ;+ 0ff�w S . S. m ngE zNNoi s O2w3 mQa ?o - 9- @ 55 O z 2a 3 m Hme cSy mm na ci m1G TOP CHORD A, o m°z rcy m wa Z mfP ygs G g' 3 Om6 Ap aO �f A2 LT m o mm m CD •Uro' D ww w$ o i ? ww `� $ m- $ A �r J O "" 55 Aro m . o o yZ (;i m 0 CQ z1 2 ym 0 a a z m mm n ? 3 z o� gs K zm m m A 3f m 'mG m a_ 3 o 0J m z Am k4 ` `R S < � a O TOP CHORD R3N 31S V 9 '- S : 3 �' "� $a ms ' $$ ala 'sg 3`' B-'- m 0 _ m � a u CC ds g �g/, C p sq� �� gS 3m � a'4� 3 u �$ m 5 so£ ig $ S. A s S es ? s" a x 6gE 8 "s 3 _ �_ $$Raa s� rh N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 Mirex USA,I.. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover 909/of web length. Note:This detail NOT to be used to convert T-Brace/1-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6'o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 20 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Neils Brace Size for Two-Ply Truss Specified Continuous + Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace s + WEB 2x8 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace + s T-Brace/I-Brace must be same species T-BRACE and grade(or better)as web member. I Nails / Section Detail T-Brace Web Nails Web I-Brace Nails FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 OMiTek USA Inc. Page 1 of 1 GENERAL SPECIFICATIONS LJVL J� 1.MID SIZE=3'X 0.131 2.WOOD SCREW=3' 1"= USP P OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MIT¢k USA,Inc. 3.INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND SECURE PER DETAIL GNBIE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING SOD LIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 I.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. BASE TRUSSES VALLEYTRUSSTYRI LL Li VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P is OR GIRDER TRUSS SEE DETAIL A BELOW(TVP.) SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH W/ONE ROW OF 10tl WIND DESIGN PER ASCE T-10 160 MPH NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3112 MAXIMUM 6112 ATTACH 2x4 CONTINUOUS NO.2 SYR CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4'X3') EXPOSURE0 WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD REDUCE DEAD TAL LOAD- PSF MAX SPACING-24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 8 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP =Ell] O _ Wei,USA Inc. PBQB 1 Of 1 NOTES: 1.TOENAILS SHALL BE DRIVEN AT AN ANGLE OFIL 45 DEGREES WITH THE MEMBER IIS` AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST SE DRIVEN THROUGH AND LJV�JLJ EXIT ENDTHE DI BACK TANCE, DGENER ISTN E,MEMBER AND SEND AS SH OWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiT9k USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. DETAIL APPLICABLE TO THE OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (IbInall) THR E END DETAILS SHOWN ELOW DIM. SP DF HF SPF SPFS xO .131 68.0 80.8 89.9 88.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR .162 108.8 88.8 88.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY _ .128 74.2 679 58.9 57.6 50.3SIDEVIEW O .131 75.9 6).5 1 0.3 59.0 51.1 (a3) .148 81A 74.5 1 84.8 83.2 52.5 2 WAILS NEARSIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAV BE APPLIED. EXAMPLE: (3)-16tl NAILS(.16T Ciam.x 3.5')WITH SPF SPECIES BOTTOM CHORD FOr load W bion in nm Of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL) 291.51b Maximum Capaary NN4) 4IJAlILS 3NAILS NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAV ANGLE MAY ANGLEVARYFY ANGLE MAX VARYFROM 30°T060° VARY FROM 30°TO60° 30-TO 60° 45.00• 45.00- 45.00' FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS T ST-STRGBCK Q MRak USA Inc. Pepe ) of 1 -j TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACHTOVERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING WEB WITH(3)-IW NAILS SCAB WITH(3)-100 NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHORTOATTACH (0.131h 3') (0.131'x3] (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD ATTACH VERTICAL W EB W RH(13)-ttb NAILS (0.131'x 3') BLOCKING BEHIND THE ATTACH 2xd VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD RECOMMENDED WHILE BOTTOM CHORD WITH(2)-100 WITHTWO%12 x3' NAILING THE STRONGBACK NAILS 10.131'.3'I IN EACH CHORD WOOD SCREWS(.216'DIAMJ USE METAL FRAMING ATTACH TO VERTICAL SCABATTAW TO H VERTICAL INSEFACE OF CHEW ORDTHROUGH EDGE O SIDE ANCHORTOATTACH WEB WITH(3)-I X HAILS SCAB WITH(3)-10tl NAILS FACE OF CHOflDINTOEDGE OF TO BOTTOM CHORD (0.131'x 3� (0.131'x 3') STRONGBACK ISO NOT USE DRYWALL TYPE SCREWS) 600 WALL BLOCKING TRUSS STTRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) pq THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0'LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-1 W NAILS (0.131'x 3')EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF W 0"AND FASTEN WITH(12)-100 NAILS(0.131'.3-)STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 a TRUSS CONNECTION DETAIL ��� O MRek USA IrN. MAXIMUM WIND SPEED-REFERTO NOTES D AND OR E MAX TRUSS ROOF HEIGHT-3O FEET MAX TR USS SPACING-24'O.C. CATEGORY B BUILDING �o_I�ol EXPOSURE B or C ASCE 7 LJ V L—JLJ MMATI10 DURATION OF LOAD INCREASE 1.60 MRBk USA,Inc. DUSSES T NISFERNG DRAG LOADS(6 NOT APPLICABLE SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEERIDESIGNER ARE REWIRED. A-PIGGRACK TRUSS,REFER TO MUCK TRUSS DESIGN DRAWNG. SHALL BE CONNECTED TO EACH PURIM E WITH(2)0.131'X 3S'TIDE NAIKED. B-BASETRUSS,REFER TO MTEKTRUSS DESIGN DRAW NG. C-PURUNSATEACHBMETRUS3J WMDAMAXMUMN'O.0. IA UNLESS SPECIFIED CLOSER ON MITEKTRUSS DESIGN DRAWING. CONNECT TOBASETRUSSW11H(2)0.131-Xa. NAILSEACH. D-2% X(O'SCAB,SQEANDGRADETOMATCHTOPCHORDOF PIGGYBACK TRUSS.ATTACHED TOCNE FACE CENTERED CN INTERSECTION,WfM(2)Rb SOF0.131'X3-NAILS@4.O.C. SCAB MAY BE OAfTED PROVIDED THE TOP CHORD SHEATHING K CONTINUOUS OVER INTERSECTION AT LEAST t FT.IN BOTH DRECTKIN$AND: I.WNDSPEEDOF11It5MPHC 1 MFORANYPIGGYBACKSPAN.OR 2.WNDSPEEDOF 6MPHTOtWMPHWIIHAN UM PGODBACK SPAN OF 12h EFOR WINO SPEED$BETWEEN 129 AND 100 MPH,ATTACH MIIEK M N SA NWV Co TE PLAS TO EACH FACE OF TRUSSES AT F ]2'O.G W/(4)0131'X 1S'PER MEMBER.STAGGER MALS FROM OPPOSING FACES.ENSURE O Y EDGE DSTANCE. PAIN. PAIRS OF PIATES RE0 flEGARDLES$Cf SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH NaiFOm PIATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHDWN ON BASE TRUSS MIDEK DESIGN DRAWING. SCAB CONNECTION PER NOTED AirVE Ain Li This Wheat In provitlad as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3XB M GA NI PLATES TO detail Only.Building Designer is TBnpOnsbhe for all EACH FACE OF TRUSSES AT 4n'OL.W/(4)0.131'X 1S'PER MEMBER. permanent bracirg per Btandartl englneenng practices Or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5'EDGE DISTANCE. rater to BCSI for general guidance On lateral rearaint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTENDTHRWGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK I VERTICAL WEBS OF PIGGYBAO(AND BASE TRUSS MUST MATCH N SIZE.GRADE,AND MUST UNE UP AS SHOWN IN DETAIL. 2) ATTACH 2i_v W-0F SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131'X 3')NAILS SPACED 4'O.C.FROM EACH FACE. (SIZE AND GRACE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMI 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LES(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED MR LOADS GREATER THAN 4"LBS 41 FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 flQ MRek USA,W. Page 1 of 2 � o Typical_x4 L3rece NNlefl To 2x_Vertical6 WIfOtl Naffs,8'o.c. Vertical Stud LJV�JLJ �I�j ertba/lSWtl Win, sommon n,Nail �a L Ly]ILS�71/ a MiTek USA,Inc. led Common 0 )NAL BRACE SECTION B-B Wire 4'-0'D.C.MAX (2)-1W Common SW or TPIIfl4aECMETRVAND COrDNpNS W^B Ndi191nfo DA 1x4 No3W to SHDWNAflE FOR IU..-1=1Y. Typical Hwsonu l Brace Nailed!To 2x Vedicals 12 SECTION A-Aw1(4)-t W Common Near Q Valente Common Truss x.4 MFEK PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A DRAWINGS FOR DESIGN CRRERIA TO TRUSSES WITH(2)-t W NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH B 3x4= 15)-10dCCMMONWIRE NAILS. SH-Bd W NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK *-Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B z4'Max Roof Sheathin NOTE: 1.MINIMUM GRADE OF x2 MATERIAL THE TOP AND BOTTOM CHORDS. C 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'3' WALL TO BE WN IS FOR BY PROJECT ENGINEER Y. CONSULT BL (2).10b 3.BRACING SHOWN IS FOO INDMDUAL TRUSS ONLY.CONSULT BLDG. Max. /// (2)-10tl NAZIS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4.'L'BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRS OR 2x4 STUD OR BETTER WITH ONE ROW OF 1M NAILS SPACED e'O.C. S.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /srUS S 24" O.C. DIAPHRAM AT 4'-0'O.C. /' S.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2xe STUD AND A / 2x4 STUD AS SHOWN WITH 1W NAILS SPACED 6'O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)1M NAILS THROUGH 2x4. 8 DIAGONAL BRACE SPACED 48'O.C. (REFER TO SECTION A-A) Diag. B"Ce /ATTACHED TO VERTICAL WITH(4)-16tl ]. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. B. THIS DETAIL DOES HOT APPLY TO STRUCTURAL GABLES. ffi1I3 POlnt COMMON WIRE NAILSAND ATTACHED 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TO BLOCKING WRH(5)-tOtl COMMONS. TYPETRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Sped Without 1x4 2x4 DIAGONAL BRACESAT Stud Sim Spacing Brace L-Brace L-Bnee BRACE 1MPOINTS and Grade Maximum Stud Length 2x4 SPF Stmsme 12'O.C. 4-0-] 4-3-2 &DA 8.0-15 12-1-6 2WSPFSImSW 16'O.C. 3-]-0 &Bd $-2-10 ]-145 10-B-15 2x4 SPF StwSlud 2P O.C. 2-114 3-0-2 43-2 5-103 8-9-4 Diagonal braces war Y-3'require a 2x4 T-Bmce attached to we edge. Diagonal braces over 12'-15'require 2x41-braces aaached to both edges. Fasten T and 1 braces to narrow edge of web with 10d common wire nails Bin o.c.,with 3m minimum end distance. Brace must cover 90%of diagonal lergih. MAX MEAN ROOF HEIGHT.30 FEET CATEGORY a BUILDING EXPOSURE B or C ASCE 748,ASCE 7-02,ASCE 7-05 130 MPH ASCE]-10160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE:1.80 CONNECTION OF BRACING IS BASED ON MWFRS. T FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 � O MITeX uRA,W. Page 2 of 2 uu ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" o.c. LJV��LJ HORIZONTAL BRACE 2*DIAGONAL BRACE SPACED B'O.C. (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-161 MiTek USA,Inc. ROOF SheathiCOD ATTACHED BLOCKNWIRE G WITH(5) W COMMON& IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR L BRACETO THE PROJECT ENGWEEWARCHTECTTO DESIGN THE RLN WITH NAIL DIAGONAL BRAo E TO CEILING DIAPHRAGM AND ITS ATTACHMENTTO THE NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURUN FASTENED TO FOUR TRUSSES WITH TWO 16J NAILS EACH.FASTEN PURLIN TO BLOCKING WI TWO IBE NAILS(MIN) Diag. Brace �\ at 1/3 points PROVIDE&4 BLOCKING BETWEEN THETRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING O TRUSSES WITH(2) 1 W NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) 1W COMMON WIRE NAILS. End Wall ..- ..-:r CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL CABLE RD FASTEN PER THE FOLLOW IND"UNG SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCABALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS RE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: MR WIND SPEEDS 120 MPH(ASCE ABB,W.0),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 1W(.151-X 3')NALS SPACED e'O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE TSB,02,M),150 MPH(ASCE 710)NAIL AU- MEMBERS LLMEMBERS WITH TWO ROWS OF 1 W(.131X3)NAILS SPACED 5.O.C.(2X 4 STUDS MINIMI MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALIL/ I ARE VALID AND ARE TO BE FASTG METHODSTEENED TOT EN ONESCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL 00 OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICALSTUDS ONLY. NOTE:THISDETALISTOSEUSEDONLY OR / STRUCTURALGABLESWITHINLA D STU05.TRUSSES WITHOUTINI-A D STUDS RE NOT ADDRESSED HERE. / STANDARD / GABLETRUSS, TECHNICAL BULLETIN April 2010 2ulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam - Bolt or Nail Connection (lbs)"l Hanger 1%"o or%"9 Boltsl's" 16d(0.148"x 3'L")Nails Beam Configuration Bolt #Bolts #Nails 1 Type Diamewr1�1 2 q 6 6 6 12 18 24 3-ply t'/." FACE 0.5 2,100 4,200 6,300 8,400 2,125' 4,250'' 6.3]0"' e,495' (51/."Beam) 0.15 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 TOP 1.060js 2,125` 3,185(1 4,250'°1 0.75 930 1,860 2,790 3,720 FACE - 3%"+1%" (5'/."Beam) TOP 0.5 1,050 2,100 3,150 4,200 10150 2,125 3.185 4.250 0.75 1,530 3,060 4,590 6,120 3%"+1e/." FACE! 0.5 2,100 4,200 6.300 8,400 {5'1AP Beam) TOP 2,125P1 4,25001 6,37U'I 8,49501 0.75 3,060 6,120 9,180 12,240 FACE 0.5 1,400 2.800 4,200 5,600 4-ply 1%" 0.75 2,040 4,080 6,120 8,160 (7"Beam) TOP 0.5 675 1,355 2030, 2.710 _ 075 825 1,655 2,480 31305 0.5 2,800 5,600 8,400 11,200 FACE 2.830" 5,665`n 8,495" 11.33001 2-ply i'/.••+3'/a" 075 5,025 10,050 15,070 20,095 (7"Beam) TOP 075 935 1,865 2,800 3,]35 94501 1189011 2,8301' 3.]]501 0.75 1.360 2,720 49080 5A40 2-ply 3'/::" FACE/ 0.5 1,720 3,440 5,160 6,880 (7"Beam) TOP 0.75 2,480 4,960 7,440 9,920 As 1 2-ply l'/."+3'/z" FACET 0.5 1,015 2,030 3.050 4.065 (7-Be; TOP -- - -- 0.75 1,240 2,480 3,720 4,960 FACE 0.5 1,]20 3.440 5,160 6,880 2-ply i'/."+3'/x" 075 2.480 4.960 7,440 9,920 (7"Be; m) TOP 0.5 6751,355 29 030 2710 0.75 825 1,655 2,480 3,305 5Y."+1+/.•' FACE/ 0.5 2,800 5,600 8,400 11,200 51A Beam) TOP 2,8301'1 5,66se 8,4951(1 11,330(1 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9116"maximum for''/:'bolts,13118"maximum for-/'btlts. 3. Minimum end distance for bolts is Y. 4. Drilling boll holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment cal of the beam must be stacketl at the location of each row of bolls. 5. Number of required nails shovm must be Installed from side apposite hanger. 6. Number of required nails shovn must be installed from hanger side.Additionally,imtall hall the number of required nails from sitle opposite hanger. Page 1 of 8 CONTACT US•1.888.ILevelS!1.888.453.83581•www.iLevel.com AWryarmauaa,ILewl.K.lmt Perellam,nuteres.and Trus Just are mgmes]tmassmas ail FW y a e60elwh 0 NR.02MO WryMueuwr NF Cmieo NI npM¢msmm TECHNICAL BULLETIN Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)l1' Fasten erType Hanger Wood USP WS Simpson SDS Beam Configuration Screw OAC Length #Screws #Screws 2 4 6 8 2 4 6 8 ' 38' 1435 2,670 4,305 5,]40 2,040 4,080 8,720 8,160 3-Ply (5'/•"Beam) i 3%' 720 1,435 2,155 2,8]0 1,020 2,040 3,060 4080 3898"+1%" 3%' - - -_ -_ -_ - -_ _ (5'A"Beam) 3%' 720 1,435 2.155 2,870 1,020 2,040 3,060 4,080 3%"+1'/." FACET (51/4"Beam) TOP"I 3%" 1.435 2,870 4,305 5,740 2.040 4,080 6.120 8,160 4-Ply 1/ l i FACE 121 6"'aJ 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5.440 (7"Beam) l ' TOP'A' 6'"a' 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE n) 31G" 1915, 3,825 5,740 ].655 2,720 5,440 8.160 10,880 2-ply 1%"+3% I 6'"sl 2,110 4220 6,325 8435 2,]20 5.440 8.160 10,880 (7"Beam) , TOP TV 3%' 640 1,275 1915, 2,550 905 1.815 2,]20 3.625 6'l'l 705 1405 2,110 2,810 905 1815 2,]20 3625 (7PB am) FACTOPEz) 6"s1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-p(7-B, +3'/z" i�{{ FACE(TOP Of6+` 1.055 2,110 3,165 4,220 1,350 2,720 4,080 5,440 (7"Beam) FACE1 I 2-ply 7'/a"+3Y" FACE'a' 6"'s' 1,055 2,110 3,165 4,220 930 1.860 2,785 3,715 (7"Beam) TOPl4' 6"" 705 1,405 2,110 2,810 805 1.815 2,720 3,625 5'G+1'/." FACE1 (7"Beam) TOP'a' 3'/" 1,915 3,825 5,]40 ],655 2,]20 5,440 8,160 10,880 1. See page 4 for table General Notes.connection details and beam depth limitations. 2. Install screws from both sides of beam_ 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallel PSL and Microllama LVL,but are not recammended for TimberStatM°LSI- Page 2 of 8 CONTACT US•1.888.I1-evelB(1.888.453.8358)•www.il evel.com Awandeeuae.aesel.Mloallan.Pander,Tnb5tlBM and Tiw Just are regsideaaadeal and Fore is anardaman o ssyamaeuser do mzmo WeyMsuv xfi coryenr.All nsda reeeeed. _ TECHNICAL BULLETIN April 2010 Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)1'I Connection Name Hanger Wood TrussLok Beam Configuration Type Screw R ussi-o Length _ 2 4 6 8 3-ply 1%" FACE al 3%, 1,600 3,205 4,805 6.410 _ (5'/."Beam) I TOP u1 3%' 800 1,800 2,405 3.205 i ' FACE 3'G" - - - - (5'/."Beam) 1 TOP 141 3'G" 800 1,600 2,405 3,205 3%"-l%" ( FACE 3:" 1,600 3,205 4,805 6,410 (5'/."Beam) ) TOP lal 4-ply 1%" FACE pl 51,6%, 1,160 2,320 3.480 4,640 (7"Beam) TOP 1a) 6",6'/.' 775 1,545 2,320 3,095 -r�' FACE"I3%' 2.135 4,270 6,410 8,545 2-pty Ya/."+3'/a'• 1 5", 5%' 2,320 4,640 6.960 9,280 (7"Beam) TOP 121 3%, 710 1,425 2.135 2,850 5".6'L" 775 1,545 2,320 3,095 2-ply 3'h" FACE/ (7"Beam) TOP 121 5",6'/." 1,160 2,320 3,480 4,640 / 2-ply(7"Beam) : FACE " TOP 1st 5".67." 1,160 2.320 3,480 4,640 (7"Beam) j,.f k 2-ply 1%"+3'/z" FACE14) 5 6'/." 1,160 2,320 3,480 4,640 (7"Beam) hull TOP 14) 5,6'/.' 1,160 2,320 3480 JIM 5'/."+1%" FACE1 (7"Beam) TOP r") 5".6'/." 2,320 4,640 6,960 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install sibews from side opposite hanger only. 4. Install strews from hanger side only. Page 3 of 8 CONTACT US a 1.888.iLeve1811.888.453.83581 a www.iLevel.com AWayaris. aewl,Mludlam,Psallam.TiirCerStaMmMTw JnY annaaMMbalmvkv eM Fw4 is NR.02010 Weyelheaw NR Go,NI rights reearvad. TECHNICAL BULLETIN April 2010 r,r weva�rvae�_ Bulletin TB-300 Table 1,2A,2B General Notes • Connections are based on NDS®2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7'wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'fP)nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using ii-evel software or other methods. • See the iLevel Trus Joiste Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bok or Wood Screw Connection Details • '/z'bolts-a/le'a maximum holes 3/a"bolts-'31 a maximum holes >_ • Lead holes not required for wood screws g d Conc.Load Cont.Load Cont.toad Cont.Load mm CF FR C C E E . (tYV) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth. Min.Beam Depth: Min.Beam Dep '. d=7Wfor%'a bolls d=9W for A'a bolls d=11147for X'a bolts d=9Wfier-W a bolls d=14'for M..'a boAs d=16-for'/.'a bolts Coni Nailed Connection Detail lmE "STAGGER NAILS TO PREVENT SPLITTING 1 1/2* 9" 16d Sinker(typ) Typ. I ( /q•) I (0.148" L6 Nail Peter alts 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US•1.888.I1-eve18(1.888.453.83681•www.iLevel.com Aw•yMr•u•r,IL•M.Mlud•m,Gerellairt TImN5tlenE BM TN6 Jd61a•rpldaMbe2mmM••M Fele le a treb,wk M WeyaM1ewe9r Nft.03otO WyemaumrNR Gxgmry.NI nplib rewrvM. TECHNICAL BULLETIN March 2010 B,I etlr TB 300 Table 3: Allowable Capacities of 5'/4"_Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 794" 91 SM." 11Y." 11%- 14" 16" 98" '.20„ 24„ Max %. <so 6235 6,545 8,755 9,560 12,345 15,005 Shear >Sd 10,150 10,500 12,950 13,825 16.800 19.600 0 fibs) Y" <5p 3,995 4,260 6,210 6,940 9,510 12,015 >So 8,750 9,100 11,550 12,425 15.400 18,200 2 10,605 15,295 15,685 23,905 32,760 42265 1/2 4 9,355 13,470 13,730 20,915 28725 37250 N Mas 6 9,350 13,470 13,730 20,910 28,725 37,245 ,cop Moment 8 13,510 20,575 28,275 38,685 E (k-Ib) 2 10,600 15,290 15,685 23,900 32,755 42,260 4 9,900 14,215 14,195 21,490 29,020 37,225 6 29,015 37.220 8 36,655 Max <Sri 1 2,745 4,445 4,665 6,240 6,810 8795 10,690 12,610 14,545 18,440 Shear >5d 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21,945 J (lbs) s" sSo 1,455 2845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040 j >So 4,240 1 6,235 6,485 1 8,230 8,855 10,975 12,970 14,%5 16,960 20,950 ® 2 9,960 16,220 17,105 23,990 25,730 36,385 46,670 58,130 ]0,]40 99,375 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670 o Max 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 `o Moment 8 20,660 23,010 31,405 40,510 50,795 62,250 88590 (ft-lb) 2 9.950 16,210 17,100 23,985 26,725 36,380 46,665 58,125 70740 99,370 4 15,145 15,895 21,710 24,030 32,235 41,105 51.120 62,285 88,015 6 32,230 41,100 51.115 62,280 88,010 8 40,475 1 50.335 61.335 86,745 M. „ <Sd 4,520 4745 6,350 6,930 8,950 10,880 12,830 Shear >5d 7,360 7,615 9.390 10.025 12,160 14,210 16,240 <So 2,895 3,090 4,505 5,030 6,895 8,710 10,575 y >5d 6,345 6,600 8.375 9,010 11,165 13,195 15,225 u 2 18,090 19,080 26,760 29,815 40,740 52,430 65,495 a 4 15,960 16,805 23,420 26,085 35,725 46,205 58,065 m 6 15,955 16,800 23,420 26,080 35,725 46,205 58,060 n Max 8 23,045 25,665 35,165 45,510 57,235 Moment 2 18,080 19,070 26,755 29,810 40,735 52,425 65,490 G 4 16,890 1],]30 24,215 26,805 36,095 46,1W 57,6W 6 36,085 46,170 57,595 8 45,470 56,715 Table 3 General Notes Connection location refers to distance from face of bearing to centedine of connector,where d is the beam depth. Less than 5d refers to connections located less than five tures the depth of the beam from the face of bearing. Shear reduction has been taken in accordance with NDS 3 4.3.3. All values shown are for 5'/4'widths. Multiply by 1.33 for 7"wide beams. 9%'and 1194'TimberStran le LSL are 1.3E grade,all other depths are 1.55E grade. Page 5 of 8 CONTACT US a 1.888.iLevel811.888.453.83581 a www.iLevel.wm n�.r,IUM.Mwi Bile..Tmbr .deMTu.Jdst ere Wisa,,,4 o-gbneM1a end Fate is a treMmss dweyeTenwr NR.0=0WryuMeufv NR Gnpe NI npM rse TECHNICAL BULLETIN March 2010 Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllam LVL beam supporting a 2-ply Microllam°LVL beam on one side and floor joists from the other side. The Floorjoists apply a 500 plf load to the side of the beam while the 2-ply beam madion is 5.000 lbs. See the following page for the solution. I I Big. (Typ.) a F71 Additional / 3-1a/." x 14"Microllam LVL Beam, Flush Connedion Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load 2 1 oll x 1e• s 14" Floor Joists 24"o.c.,T Microllam LVL � YP. Beam, Flush .E 4 0 E Partial Framing Plan Page 6 of 8 CONTACT US•1.888.iLeve1811.8a8.453.83581•www.iLevel.com A..,a„aa..ILit. ..I.,Panlem,TYICYatlanaanal rats Jost ereregistersatracemeMs•MFohIsatre4rvkWwayaas cYBrNR02010waparsxu9&NNComaantNIngosreaewE. TECHNICAL BULLETIN March 2010 byw6y 1o...>. Bulletin TB-300 Solution: • Use the iLevel Trus Joists Beams, Headers, and Columns Specifiers Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement - - 2 rows of K"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 pif)on each side of beam — 2 rows of SDS Y.."x 3'h"at 24"on-center(510 plf)on each side of beam — 2 rows of 5"Trussl-ok wood screws at 24"on-center(500 plt) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section fora 3-ply 1%"member and face mount hanger. Again,multiple options exist that exceed the 5,000 to load requirement: — 'h"diameter bolts in a 6-bolt connection(6,300 lbs) — 16d(0.148"x 3'/.")sinker nails in an 18-nail connection(6,370 lbs) — 3%"WS wood screws in an 8-screw connection(5,740[be) — 3'R'SDS wood screws in a 6-screw connection(6,1201bs) — 3W'TrussLok mod screws in an 8-screw connection(6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately T to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location('q 1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Fortes software output on the following page for results of this analysis. The 3-ply Microllam LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"<14"'5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 Its;while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US•1.888.11-evelB(1.888.453.83581•w .Il.evel.com AWgeTaeuw,iL .hsp =,PYBIIaT TimM5hanG enCTrve Jwelse rtplslveO Es'arsM1S mEF[N 196 bMmMMKByMiBY90r NR.OA1�WeyMeeuaw NR conrartr.NINpxmM , g ■ '��7I TCr VLI1PaAl 0111 I CTI \' 'r Forte MEMBER REPORT Level,Floor.Flush Beam 3 PIECE(S) 1 314"x 14" 1.9E Microllam®LVL PASSED ,rN le+yt� to u Ri All Dinensions are Honzomal:Drawing is Conde teal Design Realfa Actual B Location Allowed Result ltd...,. Stein—Floor Member Read-(lb.) 759592' 7809 Passed(97%) Mamin Type:Flush Seem shear(ks) 6837®1'51? 13965 Passed(49%) 10 Building Use:Residential gunners(R-ans) M156f 11 7A 35381 Passau(M) 10 Building Code:IBC LNeL DeL(n) 03569 T 113!16• 04M Patent!(U494) Design Medddology:ASD Total Load DM.(n) 0456 9 T 1 LB' 0,M Pawetl((1386) • DeOedm vffuni LL(Lf%g)sad TL N240f • Dentin meulk assume a silly graded cold5wn where all deenxvssm ingss Does and bdkm)are properly bracatl to pm-de West=bilq Braden,(Lut M can eassm edges(top and bOnan)inlet be bared 913'15116'do unkas tlebgetl olhenaim Proper atteNment antl pcaitOnkg d kleral bracing k requmtl b aNieve member stabikly. SupportsT-1 AvsRebk Reguirad Support RescMas ls(hs) Andmbw i Beefing Bearing Beefing Deacif Floor)RmflSmew 1-send wall-Spvce Pine Fir 350 Ise- 340 1641 15955 10!0 91odin, 2-Sed wall-Spmcs Pine Fit 3W 3.50' 2. 3 1164 1404510/0 91eikinq • Needing Panels are assumed to carry me dads applaud directly abon Ment and da,he dad is issued to the member being designed. Loads Lo neldn Tdbm,t Desel Flom Live end!lee S. Commeu¢ (0.9e t.ao or.1151 1.1 1-Dndorm(P9F Om15' 1' 1000 4000 00 00 110'Fe., 12 Poimflbj 1 4 1 NA 1000 4000 0 0 Location Analysis sneer Dba) M.(Ft-Mail DannrenLs Ad1ea11Allowedf LDF Amlvlf AllowWiLDF 1-3' 6035113965110 191861 MM7110 BOLTS LEFT OF HANGER 2-5' 39112569109 1 8215136307110 9OLTSRIGRFOF1Mi Fmh"SOMare Operalot JabeNea 31igE,. 02 21 A ILeFate"r1 1,Deign n Engi011)9 M velO re:Y4 9.0.1 Page 10 1 Page 8 of 8 CONTACT US•1.888.11.,evelS(1.888.453.83581•vJVJw.ILevel.com AY+.,wnsaasw.ILeW,intention FenknnTkr4 WeMTMJDWenregamredvftm seMFMisaOa MMyenua.merNP.02M0WAA,*MamaNR(:mpeMNldMmna[neE. REVISIONS i "HIGH WIND"ASPHALT SHINGLES ON 300 FELT "HIGH WIND"ASPHALT SHINGLES ON 300 FELT ON 162"NOM.STRUCTURAL SHEATHING ON V2"NOM.STRIJCTURAL SHEATHING DECKING NAILED w!Sd RINGSHANK NAILS DECKING NAILED w!Sd RING SHANK NAILS i 6" O.G.AT PANEL EDGES AND INTERMEDIATE AND Of. AT PANEL EDGES AND INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING AND 4" I .t� OMpONENT AND CLADDING EDGE STRIP 0 3 EDGE STRIP 3 WINDOW HEAD /H SECOND FLOOR O - - - - - - - !moi FLOOR TRUSS BEARING fT WINDOW READ �T� Ey •• wUwx A w FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - GRADE - - - - - - - GRADE M u EAF ELEVATION SCALE. 1!4".1'-0" z 35'DIGHT LIMIT 2'-4"x 4'-0"FIXED WINDOW "HW WIND" ASPHALT SHINGLES ON 300 FELT 6"EXPOSURE No.1 CEDAR ON y2"NOM.STRUCTURAL "ATHING SHINGLES ON HOUSEWRAP ON DECKING NAILED w!Sd RING SHANK NAILS in STRUCTURAL SHEATHING 6"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP•3 "H&4 WIND" ASPHALT SHINGLES ON 300 FELT ON t�"NOM.STRUCTURAL SFEATMING DECKING NAILED w/Sd RING 614ANK NAILS• 6"OL.AT PALL EDGES AND INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING EDGE STRIP•3 TRUSS BEARING - - - - - - - - - - - - - - - WINDOW HEAD _ _ - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - -- - - - 6"EXPOSURE CEMENT FIBER SIDING ON HOUSEWRAP 6"EXPOSURE MARDI ARTISEN 6"EXPOSURE CEMENT FIBER ii CEMENT FIBER SIDING w/MITERED SIDING ON HOUSEWRAP Z CORNERS ON ROUSEWRAP6"EXPOSURE MARDI ARTISEN EO *' 5V2"CORNER BOARDS,TYPICAL CEMENT FIBER SIDING w/MITERED 6"EXPOSURE No.I CEDARCORNERS ON HOUSEWRAP 1- v N SMINGLES ON HOUSEWRAP ON y2" M STRUCTURAL SHEATRINCs � x METAL ROOFING ON GRACE ICE y� W = FLOOR TRUSS BEARING AND WATER SMIEL O u - - - - AW:L�WOOD I, STRUCTURE 9 24"OLa TYP, W 24" 0 FIXED WINDOW �.t U WINDOW READ SOLID CORBELS AT SPACING AS BROWN Q pU� � a � OFFICE COPY DATE OF ISSUE i 3-29.11 DRAWN BY: EL 411-15'RiFLR-A,I FIRST FLOOR - }XP EL =10.418' A%b.LOT kLEV.W - - — - SHEET NO. 5OUTH ELEVATION = _ _ 10TH :i'-®" "" .�� A-3 SCALE: 1!4" SCALE: i!4 1 0 REVISIONS "HIGH WIND"ASPHALT SHINGLES ON 3m'FELT ON "HIGH WIND" ASPHALT SHWILES ON 30"FELT ON NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd I- SIMPSON H23A w/5-8d x 1112" NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SWANK NAILS*6"O.C.AT PALL EDGES AND RING SHANK NAILS*6"OL.AT PANEL EDGES AND $" INTERMEDIATE AND 4"OL AT COMPONENT AND 8" G OUTRIGGER t 5-8d TO CLADDING EDGE STRIP•3 GABLE TRUSS,TYP. INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING EDGE STRIP'3 METAL DRIP ON P.T.bc1 ON FIN.2x6 FASCIA SEALED ATTIC —SOLID CEMENT FIBER SOFFIT SEALED ATTIC 0 1 ~ FIN.2x4 TRIM,CONT. 6"EXPOSURE No.I CEDAR SHINGLES O Z'-0" ON HOUSEWRAP ON iii"STRUCTURAL SHEATHING ON 2x6 STUDS* 16.OL, 6"EXPOSURE CEMENT FIBERS SIDING ON HOUSEWRAP ON iii" � NOM.STRUCTURAL SHEATHING �••� n I- SIMParON WDA w/5-8d x 11/2" m ON 2x6 STUDS* I6"OL.w/R-21 W TO TRUSS 4 5-Sd TO TOP BATT ITNSUILATION, "cm PLATE,TYP. INTERIOR A � w 6"EXPOSURE CEMENT FIBER SIDING ON HOLISEWRAP ON 1/2" �I•� NOM.STRUCTURAL SHEATHING ON 1x6 STUDS*16"O.G.w/R-21 r"t tit) BATT INSULATION,4"GWB M � 1 INTERIOR v H I I BEDROOM WALL BEYOND � •'. 12 METAL ROOFING ON GRACE ICE AND WATER SHIELD ON 5 STRUCTURE+'24"T�OC,�P PANEL ON WOOD i i i i i 3/4" TW ADVANTEX PLYWOOD DECK i 3V TtG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES* C \\ I-SII1P�a0N LSTA12 *32"OL. PREENGMEERED FLOOR TRUSSES 16" O.C,TYP. L w/1m-imd NAILS SECOND FLOOR _ _ '�" °L'TYP SEALED ATTIC 7::,K i _ — — — — — — — — — FLOOR TRUSS BEARING — — — — — — — — — — FLOOR TRUSS BEARING FLOOR TRUSS SEARNG 2 TOP CHORD OF SHEAR FRAME,3-16" LVL —METAL ROOFING ON GRACE ICE AND WATER SHIELD ON%"STRUCTURAL PANEL ON WOOD STRUCTURE *24"OL,TYP. 2-1x11 DEADER SOLID WOOD BRACKET 0 rA a m M � x a N x � u GARAGE � W 4"THICK 3O00 PSI FIBER REINFORCED 4"THICK 30MPSI FIBER REINFORCEDOFFICE OPY U CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON%%MODIFIED PROCTOR - BARRIER ON%%MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT, COMPACTED FILL w/TERMITE TREATMENT, FIN FLOOR 1'YP. FIRST FLOOR _ _ rn°• FIRST FLOOR 11 1 DATE OF — — - 11 GRADE GRADE GRADE ISSUE 3-29-11 DRAWN BY: 1 ZS�C��ON UJ�LL� WALL SECTION 1 2 1 WALL SEC 1 IOI �4 = SHEET NO. 3 s-1 S-1 S-1 A-9 SCALE, i/2"•I'-m" A-9 SCALE: In"•1'-0" 8-1 A-g SCALE: In"=1'-m° $ _ 10TH A-9 _ ��� ® 15006 REVISIONS 4"THICK 3000 PSI FIBER REINFORCED M CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON Wt MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT,TYP. 'a0 D - - p - GRADE 3000 PSI REID A D v 9 __-_ CONC.w/2-5 BARS CONT. o _i— -i w/MIN.30"LAP I'-4"ONE STORY - 2-5 CONT. THICKENED INTERIOR 6 5EARING IDROF 5LA5 5 THICKENEID 5LA5 - GARAGE �-l SCALE: 3/4"-1'-0" S-I SCALE: 3/4"-1'-0" 4"THICK 3000 PSI FIBER REINFORCED 4"THICK 3000 PSI FIBER REINFORCED A CONCRETE SLAB ON 8 MIL PVC VAPOR CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON%%MODIFIED PROCTOR BARRIER ON%%MODIFIED PROCTOR H COMPACTED FILL w/TERMITE TREATMENT,TYP. COMPACTED FILL w/TERMITE TREATMENT,TYR 4"THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON&MIL.PVC VAPOR 4"THICK 3000 PSI FIBER REINFORCED BARRIER ON%%MODIFIED PROCTOR CONCRETE SLAB ON 8 MIL.PVC VAPOR 3" COMPACTED FILL w/TERMITE TREATMENT, O BARRIER ON%%MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT,TYP. — GRADE " 3000"I REINFORCED CONC.FOOTINGS w/I-5 BARS CONT.w/MIN.30"LAP /Y . a 5 BAR CONT. } �/ 1'-4"ONE STORY - 2-5 CONT. m t' 1 e 1'-8"TWO STORY - 3-$ CONT. v L 11-4" A THICKENED INTERIOR n W 3 NON-5EARING DROP 5LA5 2 THICKENED 5LA5 INTERIOR I TYFIGAL THICKENED 5LA5 � G4 J' -I SCALE: 3/4"-1'-&' 5-I SCALE: 3/4"=1'-0" S-I SCALE: 3/4"-1'-0" cn MU 4 THICKENED 5LAB EDGE (GARAGE) SCALE: 3/4"=i'-0" A I A-1 g ABU660N �°0x6" ( —— — — ——— — — —� — -- ,- - - - - - - - - - --I I- - - -- - - -- - - - - - - - -- - - -- - - -- - - - — - - - - - - B I _ �I " I>�txo�t.aB- - -! t- - - -- - - -- - - - - --- - - - - - — — - -t 1- - -- - - — — - - I I —wmi�r - - - --I I r- - -- - - - - - - -- - -- - - -- - --I I I f - - - - - - I I - -- - - — - -- - - -- - - - II A SECOND Rtef f I I I I I I l I I I { I I I DOUN1" ! t " ( I I I I I I I I I I I 5 "DROP l l 1 DROP TRUSS FLOOR TRUSS i l ae '' V-61 3-W LYL BEAM I I I I t I I I I I I I I ( (L i g_i I I 4- slMPSON MSTA30 w/22-I001 NAIL ON INSIDE AND OUTSIDE, I I I I i I I I { I I 3 I I I I I I { TYP BOTH JAMBS I I I I GREAT ROOM 3 - 2xb JACK STUDS —SIMM t4 ABU66 ON V24 x I I I �•_"THREADED RODS I I TITEN REW INTO SLAB II w/12-16TO POST SIMPax7N 18TND8 w/24- — JACK STUDS I ( I r �� — INTERIOR— — WALL— — — — — —— — — — I 81NKERS,TYP.EAGARAGE II I I I I I _ - - - - - - - - - -------- - ( I DOWN I" I I I 6 I I ( I I— — DOOR JAMB — J � L _ _ -- - - - - — — —— - -- - - —I _ - - -- - - -JT_ —� SIMPSONABLI66ONy2"0x6" Q j� _ — TITEN SCREW INTO SLAB p, U --- - - -- - - - - - -- - - -- - - m 2 II II I I I w/12-!bd TO POST c l r1 m I 5HE AR FRAME t ( I I I I I ( FIN.h1R!'-4"ABOVE � STREET � I I I � � x II I I I I _ __ _ __ - - - - - - -- - - -� I I E-I x " S-2 SCALE: u2"=r-®" i t I I ( i L_ --- - -- - - -- - - -- - - - - - - -- - - - --- — I I L _ - -II � L _ — , , t � N w � II I I I I I i I I z mu W SHEAR U4LL HOLD DOW SYSTEM: I IM. I _ I I I ( L_ - - — — — — — — — —— — -- - - -- - - - - - - - - - - - --- - -- , I PORCH I-SIMPSON HDU4-$=B ON%"0 TREADED ROD 5-i I I I I I_ _ — — —— — — — — — — -- — — — — — — — -- — — — — — — I ( ¢ p SET 1" INTO SLAB w/HIPSON "SET"EPDXY AND 10-SDS y48x1P:"r0 POST,TYP.EACH SIDE. I r ------ ------------- ' `=.C�,--I INSTALL SMPSON 00°t6"-v:"TRANSITION COUPLER NUT AND %0#THREADED ROD TO TOP I I I I IISLAND PLATE OD HOLD DL RIBEDATNOTE.VERTICAL I I f ------- ---------� S-I I THREADED I I I I I I I f OFFICE COPY I I I 1 I I t 1ITCHEN LAYOUT I I I I I ( 14 I I SIGN KITCHEN DATE OF ( I 8 ABU66 ON 1/24 x " I I ISSUE I I I 3-29-11 TITEN " INTO SLAB w/12-I6 TOF'OST — - - - I I - - -- - -- -- - - - - -- - - - - - - -- - - - - - - - - - - - -- — - - - —— — — - - - - - - - - - J I I - - -- -�--I - - DRAWN BY: L _ _ _ _ _ _- - _ _— - - -- - - -- - - -- - - _ _ _ -- - _ — _ __ _ —_ — _ _ _ _ _ _- - _ -- � I_ __ SIMPSONAB1l66.ON_V24xb" HGP I TITEN SCREV INTO SL - - - - -- - - -- - - - - - - - -- - - -- - - - — — — — — — — —— — — —— — — — - -- - - - - - - - -- - - -- - - w/12-1bdT_ SHEET NO. DOTH A-8 A-1 A-6 S-1 A-5 5-1 - S- 1 OUNDATION PLAN SCALE: 1/4"-1'-011 •� J� I °� REVISIONS F A� I t V I II G 6 C H E D U L E REPRODUCED FROM FBC TABLE 23049.1.SEE TABLE FOR ADDITIONAL REOWREMENTS AND EGJIVILANTS) LOCATION FASTENNG LOCATION JOIST TO SILL OR GIRDER 3-9d TOENAIL BRIDGINGS TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO JOIST OR BLOCKING lbd 0 W O.C. TYPICAL FACE NAIL TOP PLATE TO STUD 2-*d COMMON END NAIL STUD TO SOLE PLATE 4-8d COMMON TOENAIL r W. --- 2-16d COMMON END NAIL i W.(,C, DOUBLE STUDS *d +24"O.C. FACE NAIL a28*52" TIC I DOUBLE TOP PLATE 16d*i6"OL. TYPICALIA'tTIC FACE NAIL iACCESS T DOUBLE TOP PLATE 8-16d COMMON LAP SPLICE BLOCKNGS BETUEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d C01 MON TOENAIL L-----J RIM JOIST TO TOP PLATE ad •W OL. TOENAIL TOP PLATE,LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTNXVIS FADER TWO PIECES Ibd COMMON !6"OL.ALONG EDGE CONTINUOUS!FADER TO STUD 4-Sd COMMON TOENAIL CEILNG JOISTS OVER PARTITIONS 3-16d COMMON MN,TABLE 2308.10.4.1 FACE NAIL CEILNG JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN,TABLE 2308.10.4.1 FACE NAIL ATTIC t T I/'� FLAN/\'�I RAFTERS TO PLATE 3-8d COMMON TOENAIL SC ( l.i J._f-!' �i BUILT-UP CORNER STUDS Ibd COMMON 24"O.C. SCALE: 346 SP." AREA = 326 SF. 5UILT-UP GIRDERS AND BEAMS 20d COMMON a 32"OL. FACE NAIL A TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES �1 COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO NIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON TOENAIL JOIST TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-"COMMON FACE NAIL WOOD STRUCTURAL PANELS SUBFL.00R ROOF AND WALL SHEATHING TO FRAMING Q (NAILS SPACED o W O.C.AT EDGES 162"OR LESS 6d 6"OL.EDGES AND INTERMEDIATE 12"OL. • INTERMEDIATE SUPPORTS 15/32"TO 19/32" 8d RING SHANK(8803231) 4"OL,AT COMPONENT AND CLADNG EDGE STRIP A-1 EXCEPT b"a SUPPORTS WHERE 43,SEE FIGURE 16OW(c) r� SPANS ARE 48"OR MORE) B/32"TO 3/4" Sd ---- ----- - ---- ---- --- ----- --- - -- - ---- ----- ---- ---- ---- �j,� I - ---- ----3-2 SINGLE FLOOR 3/4" bd NOTE: ROOF SHEATHINGS NAILING TO BE WITH W RNG f -2x8 -_--_ -_--_ -_-_-_-_ - -_- 1x8/2/1 3-2 SHANK NAILS I I vr ` F� i i FLS I i X I Z �r 1 I- SIMPSON 142.5A w/5-8d x 11i2" STUD t0 DOUBLE TOP PLATE AND ER MIN I n N i TO OUTRIGGER t 5-8d TO w 1-SIMPSON SDWC15600,SEE VS-2 AND 'LAN FOR • GABLE TRUSS,T`fP� n I ADDITIONAL REQUIREMENTS I � L C4I DOUBLE TOP PLATE DOUBILOP PLA A�jGs— ®C ILING i iy 1- 6 1425A 1 I - -e - ---- ---- ---- ---- ---- --- I ID Vl wn0- x Iyi",TYF. C-4 M STUD TO DOUBLE TOP PLATE,MIN.i-S i �� GD OO i• M V HEADER,SEE PLAN SDWCI5600 FROM STUD TO TOP PLATE,TYPICAL, `v ---- SEE VS-2 AND PLAN FOR ADDITIONAL- i X 1-2x4/1 3 A-9 ~ REWIRENFNTS I. SIMPSON MSTA21 w/14-10d,TYP. I 2- 4nn 2-2x4 v� I 4. JACK STUD,SEE PLAN I x f ` IN KING STUD,SEE P4 aW I "' i �► TYP.STUD ����ccCC����II��VV I x vl-Gl�uv I Vr X I n I I I L----- ----- ----- - --- - -- --- --- - --- -- - - - -- -- - -- -- - -- --- -- - --- ---- - w -- - -- ----- ----- ---- ---- ---- --- 3-2 n G I f 28552 c4N( 2 I 1 p A-S ATTICA LNG B AK I- SM1PSON H23A w/5-9d x 1V2" [/ ACCESS -- TO-CUTIOGGER t 5-8d TO It 21_4# GABLE TRUSS,TYR I 2A;' ---- n 2x S ATE I I N Q I , 2'-W 21-811 s — — — PE •CEILING — — — "HIGH " t$H E5 �'"� RQ '^ ( � ON FELT b2"NOM. FLOOR TRUSSES STRUC THING DE P�FLIV LE w/8d • EI I C I -- -- - - , TOL.DOUBL OP PLA I PANELS 1- S H25A NTE E 4"01 AT wn0- x w, �, n T AN >CL I M S TO DOUIBI E TOP PLATE,MIN.1-SMPSONI N c EDGE TRIP'3 i "n HEADER,SEE PLAN STUD TO TOP PLATE,TYPICAL, So 2 AND 11 AN FOR ADDITIONAL C4 1- SIMPSON H25A w/5-Sd x Iia" n r O TO OUTRIGGER 4 5-8d TO Q r'1 F 1- MST wn4-10d,TYP. -► U JACK STUD, AN GABLE TRUSS,71'P. a m 3- /1 3 x8/2/1 3-2 n/1 - ---- ------ -- 3-2 V) 3 x8/2/1M1 N m 3-1 Rn -2 len 13-JACJIMFx KING STUD, ------ ---- ---- -= ---- ---- -- ------ ---- ---- --- ---- -- - ---- ---- ---- --- ---- --- ---- - -- - ---- ---- ---- ----U-----JJ c7 N� w TYP.STUD H W cn OPENING OPENING A-8 A-1 A-6 A-5 W T TiN HD SCREW w/MN. � OFFICE COPY I-SI TSP Ch 1 MPSON BPw1i f G w/12_ famem PLATE, rYP.•32"O.C. j /� DATE OF ROOF FRAMING PLAN ISSUE _ DRAWN BY: 2x SILL TE APPROVED 1TRUSS LAYOUT MAY DIFFER AND WILL BLAS OVERRIDE THIS PLAIN _ FISP TRUSS NOLDDM. FULL WIDTH SPAN TRUSSES, -. 1-SIMPSON SOWC xb"SCREW EA.DO. OUTRIGGERS: I- SIMPSON WU)C x4l/2"SCREW TO BEARNG SHEET NO. ALL OTHERS WOUN ON PLAN 7, - 10tH rF HOLDIDOUJN fR0D5 OFF5ET OFENING6 S 3 �-2SCALE: ------------------------------------------------------------------------------------------------------- -------------------------------------------, GOOF Ln A�ovE ; REVISIONS , I I I I I I 1 I I t ,� I L UND. 1 31 I ' 1 5- � I I r 1 ®PEAK•CEILINCs 1 5ATH �O _Q.l + I f uc 1 1 I ,2S"x52" ' I ATTIC I I 1 I S BEDROOM ACCESS I I I ATTIC ELECTRICAL PLAN ----------------------------� aY 1 I SCALE: V4"=1'-0" ® ' AJC ATEA = 2012 SF. _ aV 4 BATHtI f i t 1 I , I 1 I _ _______ ___ __ 0___ LINEN ' I I I I I SYSTEM CAB. ELECTRICAL LEGEND ' I Al +I 2= I I ----- , I IATTI V, t � �-------� SWITCH,SINGLE POLE 49 MA5TER BEDRO IL---- J $� SWITCH,THE-WAY ' I I RE ' i ' ' 5EDROOM ; O I SWITCH,FOUR-WAY t 1 � I SWITCH,DIMMER — — — — — —PEAK A CEILING - -------- C�? 1T0V DUPLEX OUTLET i PEAK CEILING r ' 44 I MA ER BATF - -- --- ------------ ---- - -- ------- E_, 110V DUPLEX OUTLET w/MOUNTING HEIGHT i --- -- ---- ---- ------ - I49 11V DUPLEX OUTLET,WATERPROOF U I Z C 110V DUPLEX OUTLET,FLOOR MOUNTED I V I I ' 1 I ' C ' � 110v DUPLEX OUTLET,CEILING MOUNTED GATHERING a I ' lloV DUPLEX OUTLET,HALF SWITCHED ' t II - 110V DUPLEX OUTLET ON DEDICATED CIRCUIT ' _ t I �j 1 I 220V OUTLETI WINDOW SEAT — I I 110V DUPLEX OUTLET,ARC FAULT ' ` I I 110V DUPLEX OUTLET,ARC FAULT,HALF SWITCHED �p 110V DUPLEX OUTLET,GFI 5ECOND FLOOR ELECTRICAL PLAN JJ4CTION BOXF-i SCALE: V4"=I'-0" ------------------------ AJC AREA = 2)V12 SF. ----------- WALL ABOVE ------------- ® CE1LfNG SPEAKER DY Sl°�TlM6 TOR I 1 r------------------- �tANKI..ESS I I © DOOR C 4M BUTTON �`<`_ , I t � UUP METER ER , I © DOOR CHI E ' 4 4 `r _ I d J ac ac I J -- ® SMOKE/CAW,0N MONOXIDE DETECTOR I UP DOUN - ' . i PATvCOMBIIATION PHONE TV OUTLET ' I 1 A PHONEi (�F Zv TV,CABLE i 12 STORAGE __'_ I 4 LG4T FIXTURE,CEILWs MOUNTED,CAN TYPE,LED BULB I UNDER S AIR t + I f LIGHT FIXTURE,CEILING MOUNTED I I r ; MUD LIGHT FIXTURE,WALL MOUNTED ' 400A ; t I i � I I LIGHT FIXTURE,WALL MOWED FLUORESCENT I g 1 PANEL t t � I H LIGHT FIXTURE,UNDER CABINET MOUNTED I I r ' GREAT ROOM4 - ' I LKsHT FIXTURE,2-48" LED BULB I GA I 3 --� 1 I �1 F W LIGHT FIXTURE,RECESSED STEP t 1 _ 1 I 1[=PANELBOARD,120 t0 TOP ' I 4= DISGOMECT,12"TO TOPI- ------------- U O t t LANAI J t I a M w I v� a ri V) I U 1 r t tCEILNG FAN w/LIGHT KIT,Lm INA I FOYER R ' ' --, z W v) O �¢ I PORCH ¢ W CEILING FAN w/o LIGHT t --I N --------------------- 1 M - ---------, -- OFFICE Copy ELECTRICAL CONTRACTOR SHALL PROVIDE j + ISLAND COMPLETE SMOKE /CAF280W MONOXIDE DETECTOR SYSTEM �---------------------- I I _ REG2JIRED BY CODE ' I f + KITCHEN DATE OF AS • I ; ISSUE ALL ELECTRICAL tUNB1iCs SHALL BEN i __ _ KITCHEN LAYOUT ACCOANCE WITH 21011 NATIONAL ELECTRIC ESS DKITCHEN PANTRY RDDRAwNgBY: 1 �I 84"CEILIYs FAN CODE.PROVIDE ARC-FAULT CIRCUIT t I DINING INTERRUPTERS N ALL BEDROOMS PER ------- - ------ --- --- ----- ------------ ---------- --- ---- ---- ' HGP ARTICLE 210-12. t Stun RKITCFEN -- - --� i OO, r--- - --- � OVENS OFFICE ELECTRICAL CONTRACTOR SHALL PROVIDE i - ------- 13 COMPLETE SMOKE/CARBON MONOXIDE DETECTOR SYSTEM STIP FOR FUTURE HEC I I t 1 J Q i_ A8 REQUIRED BY CODE WATER,GAS AND ELEC. i SHEET NO. t �OF FIXTI�ES SHALL BE BIl1LBED UlITH t t � J T SS t `--------------- ----------- ` - �(� �.{ \ I I t .. ---- WIN-EFFICAIVCY BULBS AS DEFIED BY FSC-Efawxy �----------------J S� GAS W.NL-----WeaLL ABOVE--------� _ T� WALL ABOVE �' E- 1 POOL EQUIP-____-- FIRST FLOOR ELECTRICAL PLANPOOL �5fafa6 EQUIP.BY Q i-m SCALE: 1/4"=1'-0" t 1 I t REVISIONS R SID Nc ® SILT FENCE w/FILTER CLOTH ;n (MIRAFI,POLYFILTER OR APPROVED Li EQUAL)ON WOOD STAKES s MAX 6'-0"OL. 335 T NTH STR T _ GRADE BACKFILL FENCE AFTER PLACINGS FENCE AT ANTI,CBEACH ,, F ORIDA 1 FAKED TUR501-I""r BARRIER — — — — — — — — — PROPERTY LINE -) SCALE: 3/4"=1'-0" �— I I.PLACE FENCE AT ENTIRE PERIMETERaFSITE. — —— - -- - - -- - -I-- - - -- - - - - - - - -- - - --r�' — YARD SET BACK -- - - -- - - -- - --- - - - - - - - - - - - - -- - - -- - - -- - - - - - - - - -- -- - - -- - - - I 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK I I — — — —— PERIOD,BUT SMALL BE REPLACED AT THE END OF WORK I PERIOD. I A55RE 1 AT I ONS i AL.T. ACOUSTICAL.CEILING TILE EAW. ELECTRIC WATER DATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION NAL. NOT N CONTRACT I A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE I I ALT. ALTERNATE EXt. EXTERIOR OL. ON CENTER I m ALUM. ALUMINUM Fft FIBERGLASS OPNG. OPENINGS AWN. AWNING WNDOW FIN. FINISH PT PAINT BILK BLOCK FIN.CLC. FINISHED CEILING P.Y.C. POLYVINYL CHLORIDE I BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE (� ~ BU. BUILT-UP GALV. GALVANIZED REIW. RENFORCED I A/ CAB. CABINET GL.BIC GLASS BLOCK WINDOW READ. REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R. RISER I I I C.I. CAST IRON HOW. HARDWARE RD. ROOF DRAIN 19 TO FV1 VEp CL. CENTERIJNE HGT. HEIGHT SA SINGLE HIM M WIDOW C.T. CERAMIC TILE HORZ. HORIZONTAL $H . SHEET C.W. COLD WATER N.B. HOSE BIBS SIM. SIMILAR CONC. CONCRETE N.W. HOT WATER SL. SLOPE CMU. CONCRETE MASONRY TWIT I.D., INSIDE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS IINSUL. INSULATION M. STEEL I CJ. CONTROL JOINT JAN. JANITOR THK THICK I CFM. CLIC FEET PER MINUTE JT. JOINT TTG TONGUE AND GROOVE I`n DH. DOUBLE HANG WINDOW LAM. LAMINATE(D) TYP. TYPICAL i I OCREENED P004 DIsP. DISPENSER LAV. LAVATORY VERT. VERTICAL ONDOWN M.O. MASONRY OPENINGV.C.T.L.t VINYL COMPOSITION TILE II I W U xj DWG. DRAWING MATL. MATERIAL WIL. WALK-N CLOSET EA EACH MAX MAXIMUM ww_Xs WATER RESISTANT GYPSUM WALLBOARD _ _ __ _ _ __ _ Z ELEC. ELECTRIC MECH. MECHANICAL WIUM WELDED WIRE MESH - -- -- - - - - - - - I -- - - - - - - - - -- - -- -- -- - - - -- — - - - - - - - - - -- -- - -- - - - - -- - - - - - - - - - -- - - - - - - -- - - -- - - �/ E.WL. ELECTRIC WATER COOLER MTL. METAL WL. WATER CLOSET ( 10' SIDE YARD 5ET BACK W (� M.P. METAL PANEL UR URINAL ( ( A ED SMP EDa STIP I p4 ® _ O _ Q � — – - - I - - PROPERTY LINE - - - - - - — - - - - - - - - � I REvl0U5 SITE FLAN I IK: SCALE: I f PROPERTY LINE 15000' 0 IQ — – — — —T— — — — — — — --------------------------------------------- (DI -------- -r — — — I 213 SF.x 6'DEEP SWALE I I I J- _____________ ___83 Cf.VOL.------ --====------= 5' SIDE YARD — BACK r- - -- - - ==_ ---� - - - - — — — —— — — — — — —83 CF.VRETENi' wu O I I �P f I � GREAT DOOM ' I ---- I0 R I'-4" ABOVE I ( - WALK I WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE 83012(2) i ` I t OF [•+ BASIC WIND SPEED: 130 MPH z WIND DESIGN METHOD: ASCE 1-10 POOL. ! � IMPORTANCE FACTOR 10 i i Not W PEi�t11T -va --- I I ------------- EXPOSURE CATEGORY- c(8x1.4 coFFa r ; POTENTial. PIt ------------------- I e I I 600 SF.ONE I�`\ I IHM I I EXPOSURE CLASSIFICATION: ENCLOSED i STORY I0 KrrlCWM PANTRY MEAN ROOF HEIGHT 29 FT. I I i' ACCESSORY I�' `� ' v BUILDINGROOF ANGLE:(30-45 DEGREES) 3316901 DEGREES(8.12) ------------------ - ____-_=- -�a �—==-� -- - - - -- -- - - - - - - - - - - - EDGE STRIP 4.0 FT. 10' SIDE YARD SET BACK I -_----- --- ------ ---- - -----:.7 - - - - - - - o ------------- — — — — C21PONENT AND CLADDING WND LOADS ------ --------- ---A50VE �+ ( I � WALL ABOVE ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LDAD(F'SF) N Go Go 56 _ I I i , I , 6S.F.x 6A DEEP SWALE 1 10 31092 -42 90 M � 20 3110 -4046 I ( I �'"j \� I 306 Cf.VOL.RETENTION a i\o" vv I I �� I 1 , r b�(. I , �) x -------------- I 50 36.4 -3152 L —� — — I — — — — — — — — I ' --- ----------- ------ _�—----------- --------_---�-------_- --- --- I I I — — — � U � 100 3528 -3628 rJYMBO�. 5 I PROPERTY LINE ��-- �T -1 i 1 FSI W w z 2 to Saw -4W - OFFICE COPY Q 2 20 31s -4116 NEW 51TE E PLAN 2 50 364 -4410 NORTH NDICATES DIREC'ION OF NORTH SCALE: 1/811211.01 W E-, 2 100 3528 -4256 3 � �� -49104 REYIEWED FOR CODE COMPLIANCE A �' I C CITY OF ATLANTIC BEACH u ORAu�NG NUMBER INDEX OF D RA W I NCS 5: SEE PERMITS FOR ADDITIONAL 3 20 3110 -4116 SECTION X REQUIREMENTS AND CONDITIONS 3 50 364 -4410 A- SHEET NUMBER ERE IMPERVIOUS 6 U RF A C E C A L C U L A T I ON,5: AIRSTFL CONDITIONED AREA 3 100 3528 -4256 SECTION ISFIRST FLOOR = 1,269 SF. T-1 TITLE SHEET, , DATA SECOND FLOOR - 2,041 SR A-1 FIRST FLOOR PLAN REVIEWEDBY: DATE: 41'p[ 7- 4 10 42.6 -462 AREA: PRE CONSTRUCTION: POST CONSTRUCTION: UNCONDITIONED AREA = 543 SR A-2 SECOND FLOOR PLAN AND ATTIC PLAN DATE OF 4 20 4016 -442 DETAIL X DRAWING R LOT 13"SP. 1,500 6F. GARAGE = 431 Sr-. A-3 ELEVATIONS, ROOF PLAN ISSUE 4 50 38.1 -40 A- SHEET NUMBER WHEFE HOUSE AND PORCHES I'M$SF. 2;91 SF. A-4 ELEVATIONS DETAIL IS DRAWN I 3. 9-1 4 363 _3W CONCRETE DRIVE,WALK,PATIO 563 SF. $14 S.F. 5U l l�D INCA COD 5UMME R� A-5 SECTIONS _ ^ 1 DRAWN BY: A-6 SECTIONS _ _ HSP 5 UO 4216 -510 A POOL DECK - 3%SF. A-1 SECTIONS 5 20 4016 -532 ELEVATION Z EQUIPMENT PADS 9 sp. - A-8 SECTIONS _ - ELEVATIONS A-5 8-�—SWEET NUMBER&ERE TOTAL TOTAL IMPERVIOUS SURFACE AREA 2,400 SF. 3,163 SR APPL I CA15L E CODE 5: A-9 SECTIONS 5 50 381 -480 ELEVATION SHEET NO. 5 100 363 -442 C IMPERYIOJS 32 422% A-10 SECTIONS � .163 SF. REMAINDER AVAILABLE = bbl OF) FLORIDA RESIDENTIAL CODE 2014 6-1 FOI,�IDATION PLAN, DETAILS _ _ 10TH DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING O IS THE RESPONSIBILITY CF THE WINDOW/DOOR MANUFACTURER AND$HALL NATIONAL ELECTRIC CODE 2011 S-2 SECOND FLOOR FRAMING PLAN T- 1DOOR I DOOR MEET THE COhiPOPENT AND CLADDNCs DESIGN WIND PRESSURES NOMIENCLATUREt RETENTION REQUIRED: Y=GAW12 6-3 ROOF FRAMING$ PLAN _ 3648 s 3'-6"x 4'-V Y=b x 163 SF.x 93/12 - 354 CF. 6-4 HOLDDOWN OPTIONS -389 Cl:.K�9AN E-1 ELECTRICAL PLANS, LEC+-ND WINDOW WINDOW RETENTION SH NOMENCLATUREt 3648 - 3'-6"x 4'- " REVISIONS A H PROPERTY LINE — — — — _ _ — — — -- — — — I — — — — — — � O 4'-1►4" 1'-9K" 3'-8K' 1'-114" 5 a A-1(d ---- _ ----- ---------- ---- ---- ------ - �TANKLESS 6 } — i 3060 H_ I 3060 H. I 3046 5'-0" "SIDE YARD SETBACK W (� 1 _ w � ' BUILT M r--- -J-- BUILT-M U 12"WRAP A7 EuApx. DOUM P.T. POST, TYIM. DIS YENt CCAS F11 MPLACE I I I W I I ' W i - I � DOM 1N:_ STORM.E i I e UNDER TAIR \ DROP 5 " I _ 19 �A ONN-4 4x4 POST DRIVEWAY H I I I I I 2- \ 22'-SK" M AT ROOM 3 GARAGE R 3 CARE , I _ ( CEILMCs: k's"TYPE X ddlB WALLS: ti"&a I ! I 12"WRAP AT _ P.T.bxb POST, q /� �? I ti ��`i INTERIOR SHF-M WALL �"� TYP. - ------ ----. ___j � 3 " � 34"DROP \ I i I� " o �- n _ " 2 i 1•iV4" 4-foK 8-8 10 S 1 1 FOIER Z, A-9 � � �' ��� DOME;n �E I I n 1 I I H L,4N,41 I -- .- ----------- ------------------------ I 1 +n f ' 6080 D 0 ----4 I r------- --------------I o f ( I D.W. ; ------- -------------i I •r r------------ I --- i ISLAM ,I I30� ---------------------- DINING I a KITCHEN MATE !� BUTLER a OFFICE I II I ---- KITCHEN LAYOUT , 1 12'WRAP AT ; -`r WITH FINAL KITCHEN P.T.bxb POST, r DESKdt a � z TYP' L----- ------ -- - -- ------------------- -------- - ------- ---- - �„ ( O -- - 1 -- � i a 9>4" d 1 KITCHEN --------� ; O O r---------I O -------- - COiO�E�i --- `r "' i = ( 0.'i U M I T R FUTURE H40 � I 000 GAS AND ELEC. Ll —. SHOIl�R t i 3®46 H. 306 H. 3060 H. '-0"SIDE YARD SETBACK U L- ---- �- --J GAS W - --- -------J 12" P At a N Q `r UAL AWVE WALL ABOVE P.T. xb POST, W ZO a POOL A/C PAD TY4 n U a EQUIP.B RI I i 9" 3'-4K 2 i E-+ N4" 1 '- -1" " 4'-1114" LPRdf'A TANK W Il'-0" 21'-914" 13'-2k' 12'-10" A-8 A A 6- A-5 A 1- - - - - - - - - - - - - PROPERTY LINE - - - - — - - - - � —1- - - - - - - OFFICE COPY — — — — — — — — — — DATE OF ISSUE 3-25-11 DRAWN BY: _ HCxP z�TVIRF FLOOR FLAN -1 ._ SCALE: 1/4"44" = _ SHEET NO. UNDER ROOF12AREA 2249 SF. - 10TH A- 1 REVISIONS t r r�TTI 28�—"x52" r ,ATTIC :ACCESS , r t L__-- J SCALE: 1/4"■i'-0" uu I'-4"L 12'-W 6'-4" 8'-0" 1'-i" 2'-4" 15'-3" 1'-4" 3'-c%" 4'-2W 4'-.W 8'-0" 1 ---- ------- ------------------------ *6 -- ----- ---------------- ------ � ---- A=� - --------------------------ROOF LI ---------------------------- r --- r � r r i Jd.�. ed- .H. i E S -_ 3046 DH. r �T� E••� ----_—----� - --------------------- - rr --- --- -------- -- �' a = K' , ❑ "n f'f i 2'-11 "Of OPi i i ❑ ❑ r ' H i tir U1.�-G. r � i n ND- i r r Cn i r ; r of c: D CEfLINCs — — — TUB ---------- - PEAK s CEIL --- -- r i 20 m A,9 it =4 O 4 BEDROOM - BEDROOM 2M0 POC. PAtN ' " r , t 4x4 T - -- ----------- -------" --J ti r r ,moi � {q t 2480 t t A Q ---- , 14' " 3' 4'- 2' " 9'-9�4" r 5ATH t r '- r r --- i Q --------- r /X\ LIMN r W.I.G.r t rZ8'x52" r r 2480 PCC. t r i r �+. t BA Al ATTIC , PR 2480 RN -- _--,A�� r r r MA5TER BEDROOM ��-+" Al _ 1 - t r � t i r - - r - - - - - - - - - - - - - -- -- --- ---,CEILMCB DRooM T r r r If — — — LINE OF ATTIC ABOVE ------- ----PEAK•CEILING -------- ; --- --- PEAK• ILMG -------------a --1 ; e rt1 " MA5TER 5ATH r t t 1 C GATHERING t•► � r t r t c r r t WINDOW SEAT t Zb D.H 2846 IX TEMP. 'v x EGMFGRE - ECS ; a �"`� x z t --- -- 4040 -.TEMP---- ---- ----- ---- -- R-30 6 D._---- ------------ ------------ ---ROOLINE ABOVE r pp W 1- -- ------ --- ------------------------ ----- ---- --------------------------------------- z ------- ----------------------- -- - � W 8C/1 z o u � w 2 1 41-10 L 4ANI 5'-15' 6'-4>5" L 3'-4r 8' 115" 12'-M 1'-4" A u . " " [1'-4* OFFICE COPY I-4 B-IIK" 3-6 6-b 4-2 1-8+5" 8-VP 2-OWV 2-41f" 14.515" 1-4 4-0 DATE OF ISSUE 1 I 1 3-25-11 A-8 - - - A1 A6 A5 DRAWN BY: _ _ - - _ WIP SECOND FLOOR FLAN SCALE: 114"=I'-0" _ _. SHEET NO. A/C AREA = 2041 S.F. _ - - _ 10TH A-2 "` 15006 REVISIONS "HIGH WIND"ASPHALT SHM-ES ON 300 FELT ON V2"NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SHANC NAILS b"OZ.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP 3 WINDOW HEAD METAL ROOFINCs ON GRACE ICE AND WATER H SHIELD ON Ns"STRUCTURAL PANEL ON WOOD STRUCTURE 24"O.C,TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - _ _ _ _ SECOND FLOOR FLOOR TRUSS BEARING WINDOW HEAD u W W V A w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE - - - M V HI WE5T ELEVATION �+ r _ SCALE: I/4"=►'-0" z E� 12 8 to TRM BEARING WIDOW HEAD o M W C/� N En W ay ►�U" - FLOOR TRIM BEARING a - - - WINDOW HEADw OFFICE COPY DATE OF ISSUE 3-29-11 DRAWN BY: - - - - - - - - - - - - - - - - - - - - - - - - - -FIRST FLOOR - HGP SHEET NO. NORTH ELEVATION - � - - ;= 10tH � A-4 SCALE: 1/4"4•0" �d\ REVISIONS 35'HEIGHT LIMIT —Ri d9 e, 3N' "HIGH WIND" ASPHALT SHINGLES ON 3&FELT ON 1/2" NOM.STRUCTURAL SHEATHNG DECKING NAILED w/8d RM SHANK NAILS*6"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"OL At COMPONENT AND CLADDING EDGE 61MP 0 3 12 8 u "HIGH WIND"ASPHALT SHINGLES ON_W FELT ON 112" O 5E AL E D ATTIC NOM.STRUCTURAL SHEATHNG DECKING NAILED w/8d r_RIWs SHANK NAILS w 6"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" OjC At COMPONENT AND 1 CLADDING EDGE STRIP'3 14T W (01/2 (o 1/2 12 1- BHP.12 IOA w/I8-10151012"AT-i4'PLYWOOD DECK OUTSIDE AND I-SIMPSON 425A wl 10-8d AT INSIDE U — — — — — — — — — — — TRUSS SEARING z if METAL DRIP ON P.T.Ix2 ON U1 FIN.2x6 FASCIA ii ii SOLID GEMENT FIBER SOFFIT H W WINDOW HEAD — — }; �l p4 FIN.2x4 TRIM,CONI. IN5ULATION REQU NT5: M (TYPICAL ALL FLOORS,WALLS AND ROOFS) if j; M r , 2x6 FRAMED WALLS R-21 SALT INSULATION !i . v ii ALL ROOFS,INCUOING PORCHES R-30 SPRAY FOAM WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION r TYPICAL INTERIOR NON-BEARING ACOUSTICAL INSULATION) i; ARtITIONSS st O.C. EACH SIDE (AS ACQ ALL CEILINGS*FIRST FLOOR R-13 BATT INa�Lq.AtICN if (p ii (AS ACOUSTICAL INSULATION) if if if if if if if if Z 5EDR OM BATH BEDROOM if if if Lu' if if If }/4"Tics ADVANTEX PLYWOOD DECK if if GLUED AND NAILED TOif ii PREE�N+GINEERED FLOOR TRUSSES Al if if 16"Otey TYP. SECOND FLOOR if if if ;7 if if is 11 is if FLOOR TRUSS BEARING "G Gm if ii if : if WINDOW HEAD — — if if ii WOOD SPECIES: !i r, SILL PLATES ON CCNC.OR if MASONRY - BORATE TREATED SYP if 6"EXPOSIJIa'E GEMENT FIBER SIDING ON if OTHER PLACES - SYP I,j HOUSEWRAt'ON "NOM.STRUCTURAL if I� :; SHEATHING ON 2x6 STUDS* 16"OC.w/R-21 if HEADERS - SYP. ii BATT NSULATION, �"C*6 INTERIOR z if STUDS - SPRUCE PINE FIR �1 O MISC. - SPRUCE PINE FIR 1i ALL FASTENERS CONTACTNG ii �+ m W li ACQ TREATED LUMBER SHALL BE ii N If i ii ii STAINLESS STEEL OR HOT DIPPED iia ii GALVANIZED. ii ' 9 W `° �Vy If ¢if Q " A i� FOYERW DINING / ii E w ii z a if OFFICEif if if if o �i w if ii i' ifif i ii i if fl N 1: i i1 a ii .: if . C t FIRST FLOOR EL. =105'FIN.FLR. OFFICE COPY DATE OF a0 EL. =10.418'AVG.LOT ELEV ISSUE 3-2S-11 GRADE - - - DRAWN BY: HGP 5-) SHEET NO. S-1 1 5UILDING 5ECTIONs-1 = 10TH A-5 REVISIONS t "HIGH WIND"ASPHALT SHINGLES ON 300 FELT ON 1/2° NOM.STRUCTURAL SHEATHING DECKING NAILED W/8d RING 644"NAILS*b"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING EDGE STRIP 3 12 400 8 � 5EALED ,ATTIC � 12 (0'/2 [T1 N 3/4" PLYWOOD DECK Uwe METAL DRIP ON P.T.Ix2 ON C/1 FIN.2x6 FASCIA A 12 I~ w W �4 i -tr GATHERING r 22'-b" r- \ PROVIDE CODE COMPLIANI STAIR GUARD 3/4" RAILS,HANDRAILS AND RAILS AT LANDINGS. GL TK2 ADVNAILE PLYWOOD DECK \ GLUED AND NAILED t0 iE SEE FRG R311J AND 8312 2 O.C.W/ ON LNAILS r \ RAILING SELECTIONS TO BE BY OWNER PREENG�ERED FLOOR TRUSSES 1-Si.w/18S A a 24" 20 \ \ Ib'O:Cy t If \84 J \ -4" 3'-6' n _ c-. J - - - J - - - - - - - - \ a �„® � � K \ 2x8 OjL Z. STAIR i-4 m Z si � AG U M a 8 CREAT ROOM KITGI� N COORDINATE KITCHEN LI WITH '' L � U �' t 1 FINAL KITCt$N DESIGN h u I9'-3w II d i i, v 2 4'THICK 3000 PSI FIBER REINFORCED 13 i� aa CONCRETE SLAB ON 10 MIL PVC VAPOR Q i1 ► BARRIER ON 56%MODIFIED PROCTOR I� fl COMPACTED FILL W/TERMITE TREATMENT, OP TYP- ICE CQPY ;i GRADE DATE OF GRADE ISSUE 3-29-I1 DRAWN BY: SHEET NO. i 5UILDING 5ECTION s-1 10tH` A-6 SCALE: „2""I'-0" , . \ l 31-6 ® 15006 REVISIONS 12 A "HIGH WIND"ASPHALT SHINGLES ON 30'FELT ON NOM.STRUCTURAL SHEATHING DECKN G NAILED w/8d h+�l r RING SHANK NAILS*6"O.C.AT PA14EL EDGES AND INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING EDGE STRIP3 SEALED ATTIC F� 21-VN1- 131-9" SI-plll �L 77 PLYWOOD DECK W �j ATTIC ACCESS Z — — — — — — — — TRUSS BEARING W ! }� I- SIMf`SON HIVA w/18-10dx1V1"AT A I- SIMPSON NIOA w/18-10dKII/2"AT � � OUTSMIMPSON 1425A w/10-8d AT INSIDE v1 OUTSIDE AND i, E I- SIMPSON H25A w/10-9d AT INSIDE r it C� ;! !t J #� U it 1 , r; it it it it itit BEDRO M MALL UJ.I.G. MASTER BATH it it it it 'i j r ii lj 3/4"TtG ADVANTEX PLYWOOD DECK !! GLUED AND NAILED TO i j PREENGINEERED FLOOR TRUSSES• Al 1611 OAC.,TYP SECOND FLOOR ! ! : M, CE3 7Z FLOOR TRUSS BEARNG tiz"GWB It it it ii it it it ;it it: 6"EXPOSURE CEMENT FIBER SIDING ON !t I ii HOUSEWRAP ON Ui"NOM.STRUCTURAL it i; isSHE ATHING:ON 2x6 STUDS * 16"OZ.w/R-21 it BATT INSULATION,'V'GM INTERIOR it l it it f} it L z it it N Ti M W >' it ' v N Ca/] is ;; KITCHEN � � � M � COORDINATE KITCHEN LAYOUT WITH U I FINAL KITCHEN DESIGN N Q, U GREAT ROOM z it ii it it oit it w ii it it itQ jl ii 4" THICK 3000 PSI FIBER REINFORCED it u CONCRETE SLAB ON 10 MIL PVC VAPOR `! ji it BARRIER ON%�MODIFIED PROCTORit COMPACTED FILL w/TERMITE TREATMENT, it FIRST FLOOR OFFICE COPY i� TYP — — — — _: DATE OF GRADE k GRADE _ m ISSUE 3-29-1� DRAWN BY: ` HGP SHEET NO. s-1 1 5UILDING SECTION s-� - - 10TH A-, SC:ALE: I/2":11.0" A-7 V REVISIONS METALMrs ON GRACE ICE AND WATER SHIELD CN Y STRUCTURAL PANEL ON WOOD 12 STRUCTURE •24"O,C,TYP. S SECOND FLOOR 1-011 FLOOR TRUSS BEARNG "WIGH WIND" I NOM.STRUCTURAL&EATWNG DECKING NAILED wT SHWsLES ON 300 FELT ON /Sd 12 RNG SHANK NAILS s 6"O.C.AT PANEL EDGES AM INTERMEDIATE AND 4"OL AT COMPONENT AND CLADDING EWE STRIP�3 H 2 5UILDING 5ECTION � �'��� SCALE: i/2"-I'-0" 0 ro 1� u — 1�°�— — — — — — — — — — — — — — TRIBEARING Z u— — A � T�� w — — — — — — — — — — — — — — — — — — — — I- SIMP•�ON H25A w/5-Sd x I z" — — — — — — — — — — — — — — — — I- SIMPSON HZSA w/5-8d TO TRUSS 4 5-8d TO TOP TO TRUSS 4$-8d TO TOP PLATE,TYP. PLATE,TYP. aI M M �' 1 b" EXPOSURE CEMENT FIBER b"EXPOSURE CEMENT FIBER VH SiONG ON HOUSEWRAPOhI4 SIONG ON HOUSEWRAP ON 1/q" (� NOM.STRUCTURAL SHEATHING NOM.STRUCTURAL SHEATHING ON 2xb STUDS• I6"O.C.w/R-21 ON 2x6 STUDS 6 16"O.C.w/R-21 BATT INSULATION, ?"GWB BATT INSULATION,1/2"GWB "HIGH WIND"ASPHALT SHINGLES 0 4 300 FELT ON k_" INTERIOR INTERIOR 1- SiMPSAV H25A pus-Sd x I��° NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd M lJ'�-�R VE�1�001 1 Q+ I- IMPS ON H21< 5-8d TO RING SHANK NAILS *6 O.C.AT P*IEL EDGES AND GABLE TRUSS, 4 5 INTERMEDIATE AND 4"OL At T AND CLADDING EDGE STRIP•3 METAL DRIP ON P.T.hc2 ON FN.2xb FASCIA SOLID CEMENT FIBER SOFFIT 34" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGNEERED FLOOR TRUSSES++ FN.2x4 TRIM,CONT. I6"O.C.,TYP. SECOND FLOOR - SIMPSON META I- SIMPSON MSTAi15 32"OG.w/12- 32"OZ.w/12-10d FLOOR TRM BEARING 4 z o � L It= N f� r U LOGGIA � � N � 0 V4 o I W 4 THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR Q BARRIER ON 96%MODIFIED PROCTOR OFFICE Copy COMPACTED FILL w/TERMITE TREATMENT, Typ• FIRST FLOOR — — — — — — — — — — — — — - DATE OF GRADE a ISSUE 3-29-17 DRAWN BY: - - - - HGP SHEET NO. s-1 1 5UlLD INCA 5ECTION �IatN a_$ SCALE: >�"- 9 � A-8 �� m 15006 REVISIONS STRUCTURAL PANEL ROOF DECK ROOF UNDERLAYMENT ROOF SHINGLES METAL DRIP ON P.T.Ix2 ON 2x6 FASCIA,TYT:. ALL LOCATIONS 3 EAVE FLASHING Tarp' 12 A SCALE: 3"-1'-0" —V2"STRUCTURAL SHEATHING (GABLE FLASHING SIMS FOLD LINE INSTALL CONT.AT ALL EAVE AND GABLE (WEATHER BARRIER CONT. LOCATIONS O� , HARD( PLANK SIDING w/ 11/4"LAP LYLN CUT LINE,TYP. DO NOT SEAL ALUMINUM FLASHING 5EALED ATTIC WASTE SXE ROUGH OPENING: WALL STRUCTURE FOLD LINE ,,2..Cie / / u 5/4" x 316"HARDI TRIM SIDING / r / n DO NOT SEAL WALL irIEME3RAtE / WEATHER RESISTANT CAULKINGCONT.5"47"METAL(LASHING i w BARRIER INSTALLATION ROOF SHINGLES v 1 ALUMIA 1 FLASHING WINDOW ROOF UNDERLAYMENT I- SIMPSON HIDA w/18-10dx1t,2" AT OUTSIDE AND STRUCTURAL PANEL ROOF I- SIMPSON H25A w/10-8d AT INSIDE DECK �/ H HEAD/� / 1"'���dD / / / %4"x31/2"HARD( TRIM / ROOF STRUCTURE ..- WINDOW WIDOW / i CAULKING BITUMINOUS TAPE �"xb" HARD( TRIM � '/4"TKs ADVANTEX PLYWOOD DECK r 5�'�IR GLUED AND NAILED TO FINISHED ELEVATION 16"Ojr:CK�ItEERED FLDOR TRUSSES • 20 16"O.Vy 1 �1-. WINDOW IWALLATION V2"Gus 5/4" x 3/5"HARD( TRIM I IL FL A5H I I /� T Yf -4" 42'116" PROCEDURE STRUCTURAL SHEATHINGATNSHEATHINGSEALANT 2 ROOF WALLt'- NC =. -�� SCALE: 3 -1-0 L VERIFY THE OPENING IS PLt MD,LEVEL AND SQUARE. WEATHER BARRIER CONT. INSTALL CONT.AT ALL ROOF TO WALL 'Ab LOCATIONS LOCATIONLS INCLUDING ALL SIDE WALLS AND AT 2.VERIFY THE WINDOW WILL FIT N TIME OPENING. HARD[PLANK SIDING w/11/4"LAP CHMNEY $ 3.CUT WEATHER RESISTIVE BARRIER MAKE A 6" CUT 2x8 16"OG. 14 UP FROM EACH TOP CORNIER OF OPENING AT 454 13 Ell ANGLE TO ALLOW THE WEATHER BARRIER TO BE JAM 5 \ LAPPED OYER THE FIN AT THE HEAD OF T14E WINDOW. 2x8 s I OC. L — MAKE SECOND AND THIRD CUTS UP AT 454 FROM BOTTOM CORNERS,MAKE LAST CUT UP AT CENTER TO WALL STRUCTURE �( TOP CUT. 4.FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENpVG AT JAMB AND SILL.STAPLE At JAMBS WINDOW SIDING � AND SILL,TAPE UP AT HEAD EXTERIOR \ P4 u� S.INSTALL SILL SHIMS AS REQUIRED BY WINDOW I � N LL- _ 8 MANUFACTURER CAULKING WALL MEMBRANE y \ T 6.INSERT WINDOW IN OPENING AND SHIM,LEVEL AND " " co A, U FASTEN AS REQUIRED BY WINDOW MANUFACTURER - CONT.5 x5 METAL FLASHING p N Q W SEALANT MUD L= 5T,4I R z a W 1.FOLD DOWN WEATHER BARRIER AT HEAD,TRIM AT a HEAD OF WINDOW. ROOF SHINGLES \� 5 2 8.APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' \ 4 W CUTS AT HEAD- yo GWB 5/4" x 6" HARDI TRIM ROOF UNDERLAYMENT \ L= s OFFICE c C'^C COP Q W 9.INSTALL HARD[PLANK TRIM AT SILL,JAMBS AND 1-I- L+G 4 HEAD,(NO 45'MITERS) " THICK 3000 PSI FIBER REINFORCED L= � s U STRUCTURAL PANEL ROOF DECK §CONCRETE SLAB ON 10 MIL PVC VAPOR 10. INSTALL ALUMINUM FLASHING AT HEAD.EXTEND 1/2" SEALANT BARRIER ON COMPACTED F LL TERM(TR PROCTOR6%MODIFIED ThRNT, \ _ PAST EDGE OF JAMB TRIM. 7YP 11/2"STRUCTURAL SHEATHING 11.APPLY HEAD FLASHING TAPE,FOLD DOWN WEATHER DATE OF BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. WEATHER BARRIER CONT. GRADE ISSUE 14AF01 PLANK SIDING w/114"LAP DRAWN BY: _ I 5 I L L Roo STRUCTURE SIM. I SIM, I S-� SHEET NO. 1*07� WINDOW INSTALLATION - CEMENT FIBER 5 UJ�4LL SECTION = 10TH -IID SCALE: 3"-1'-0" -II/ SCALE: 1/2"-P-O" 1 I ROOF m WALL FL A5H INCA TYF. _ � -_ ��� ® I5006 ,4-IHa SCALE: 3"-1'-0" INSTALL CONT.AT ALL SLOPED ROOF TO WALL REVISIONS L_J STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code,2014 edition Live Load,Roof-25 psf Live Load, Floor-40 psf Live Load,Open Balcony-60 psf Dead Load,Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site �I is capable of providing min.2000 psf soil bearing. �y 6. If footing elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shag be notified prior to continuing A the work. H 7. Step footings below all sanitary and water lines. CONCRETE: h+� 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete,and 1 shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. M�1 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with SEE SECTION FOR ASTM C 172, C31 and C39: ADDITIONAL FRAMING;Footings, slabs on grade and misc.concrete:fc= 3000 psi Cast-in-place beams,columns and elevated slabs: fc=3000 psi A-1 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). UA'L T1 1 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). t 3-2x�-/2A 3 x10- I 3-2x10/2/1 3-2x nA EEllW 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. I-SET SIh1PSON AC6R OWYO 1444H WIND"ASPHALT SHINGLES w/14-16d TO POST AND t ON 3V FEL1 ON NOM. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: 14-16d TO REAM. -- v1 Cast-in-place beams, columns and elevated slabs: fc=5000 psi E OECKtNCs fLED w/8d RING 2'-115/16 DROP M Maximum water-cement ratio:0.40 SHAH NAIL 6"DOL.AT i F�1 Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218. t M IINMKIWIA It AND 40 OZ;Al � , i M COMP AND CLADOWs � } 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall EDGE STRI •3 n �_ I �./ conform to"Details and Detailing of Concrete Reinforcement"ACI 117. t u I t o t H 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, A-9 t n „ t "standard Tolerances for Concrete Construction and Materials" t < T E r 3 t � _ NAI t 0" S t 9. All concrete slabs on grade shall be the thickness indicated owthe s ove min.6 mit. PVC vapor barrier.Slabs i 2._®. \\ 6" L 7 --�-� shall be reinforced with ftbermesh reinforcement with a minimum 2"fiber tec th at 1lb/cy complying with ASTM C1116. t DRIVEWAY 10. Slabs on grade shall bear on structural fill which shall be clean sand free of-debris and the deleterious material. Structural i N � fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shag be treated with termite poison before vapor barrier is placed. t x t _ t 11. Footings may bear on undisturbed soil or structural. Structural fig shall be compacted to a density of a min. 95%of the M ---' Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing. - t 12. The following minimum concrete cover shall be provided for reinforcement: 1-SET 64109014 AC6R( t 3"-Concrete placed against and permanently exposed to earth w/14-16d TO POST AND 11_4" i „ �s"TrG ADvANTEX Pt. „ DECK x RI W L OW ----� 2"-Concrete exposed to earth or weather,#6 bar or larger 14-16d TO BEAM ------ 1 !/2"-Concrete exposed to earth or weather,#5 bar or smaller �,"O,C,tYP 11 ,4R ---- - -- ----� 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 3-2x8 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: 2 -g #4 bars-21"min. I-SET iIMPSON AC6R(MAX) - d to POST AND #5 bars-26"min. C #6 bars-32"min. x 14-16d1 TO BEAM. #7 bars-46"min. M 2 x4 1 2x4 14. Reinforcing in footings shall be bent around comers or comer bars shall be installed. t t N � I 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. ----- n Accessories which bear on exposed concrete surfaces shag be plastic tipped of stainless steel. s t WOOD: ---- ---- I t 1. All wood framing has been designed in accordance with"National Design Specfications(NDS)for Wood Construction", T_=XF.yt0)D DECK 2001 Edition. -� GL J q D Y WILED 20 Q O PLC TMISSESC t 2. All wood members in contact with masonry,concrete soil,or exposed to weather shag be treated with an appropriate x u'" L, C i N preservative suitable to the exposure conditions. ' x-------------- 3. When ACO treatment is used on any wood member, all nailing shall be hot-dipped galvanized meeting ASTM A153, i x � U Class C, or ASTM B695, Class 50.When borate treated is used, galvanizing shah not be required. p, u 11 - x� /I �3- -n 3 x8 w 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition I Z ;j; and"Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). v 3-JACKS I-SET SNPSON R(MAX) I-SET SIMPSON AC6R(MAX) W 5. All trusses shall be designed by the truss manufacturer's registered Engineer. w/14-16d TO AND �'L A50VE w/14-16d TO POST AND 14-16d TO BEAM. 14-16d TO BEAM. Q 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval.Design notes shall include the rated load capacity of the truss to truss connectors,the reactions 1 1 1 (];> at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.TheContractor shall review and approve shop drawings prior to submitting to the Design Professional. A-1A-,6 A-8 7. Handling and erection, including temporary bracing during installation of trusses,shah comply with TPI HIS 91. OFFICE COPY DATE OF ISSUE 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. All 3-29-1-1 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. DRAWN BY: 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554,Grade 36. 5E COND FLOOR FRAMING FLAN ` SCALE: 1/4""I'-0" - 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACO pressure treatment shall APPROVED TRUSS LAYOUT MAY OFFER AND UNLL = be galvanized per ASTM A153, Class C,ASTM B695,Gass 50 or be stainless steel Type 316.All anchor bolts, OVERRIDE THIS PLAN FIHIE_ . threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. SHEAR tU4t.L SHEATHING AND - - _ - NAZI 1/2"NOM:STRUCTURAL 12. Anchor adhesives shag be Simpson Strong-Tie"SET"Epoxy. Embed holes shag be drilled and cleaned according to PALL SHEATHMG NAILED WITH Sd -2 Simpson Strong-Tie instructions for the anchor size and depth required. 46"OL.ON EDGES AND 6"OL. INTERMEDIATE FRAMING 15 6 NAIL AND BLOCK ALL EXTERIOR WALLS AS SMEAR WALLS REVISIONS SYP 1 TOP PLATE 12 12 V IES VARIES vA ES VARIES A SIMPSON WX15600, I SCREW - 510 2 SOWS - WV n/ 3 SCREWS - 1,410P SPF 2x STUD ' 0 /_t1 SIMPSON SOWC -17 Le SIMPSON SUUlC15450, �; SCREWS a EA STUD I SCREW- 310' TO TOP PLATE 3 SCREWS - 895*SCREWS - 5W 1- b"SIMPSON SDWC 1- b"SIMPSON SDWC SCREWS = 485 Ibe UPLIFT yy SCREWS = 485 be UPLIFT 1- 6" SIMPSON SDWC ii 2- 6" SIMPSON SDWC SYP X SILL PLATE SCREW = 910 be UPLIFT SCREW = 910 ba UPLIFT w V Z U ti � LWALE.-5-3 1"=I'-0" D ^ i jl M Vr � �p M it 12 12 12 " 4 SIMPSON SDWC h SCREWS f EA STUD -IES VARIESV IES VARIES V IES VARIES I - SIMPSON ' SDWF SCREW ` Q t — — _ MAX 26"OAC. 6"SIMF'SON SOWC 4"SIMPSON SOWC — — — — SCIREWS*EA STUD 1- 6"SIMPSON SDUIC �' � SCREWS• it TO TOP PLATE SCREWS = 485 bG LIPLFT �� a EA STUD 1- 6"SIMPSON SOWC 1-6"SIMPSON SDWC 2- 6"SIMPSON SOWC SCREWS = 485 ba UPLIFT SCREWS = 485 ba UPLIFT SCREW= 910 be LIPLPT 2- 6"SIMPSON SDWC 2- W SIMPSON SDWC SCREW = 910 ba UPLIFT SCREW= 910 be UPLIFT ij = VERTICAL THREADED ROD HOLD DOUIrI SYSTEM. �( • VERTICAL TREADED ROD HOLD DOWN SYSTEM. .t -YO THREADED ROD CONT.FROM FOOTMG TO ABOVE jj ab11+THREADED ROD CONT.FROM FOOTING TO ABOVE TOP PLATE.ALL THREADED RODS SHALL BE it TOP PLATE.ALL TREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD TH03634RC(ROD it ANCHORED WITH SIMPSON TITEN HD THD3634RC(ROD COUPLER)SCREW.AT ALL ROD PENETRATIONS, COLN°LER)SCREW.AT ALL ROD PENETRATIONS, (j PROVIDE A HOLE M PLATE 1/4"LARGER THAN ROD. PROVIDE A HOLE M PLATE 1/4" LARGER THAN ROD. STRUCTURAL SWATHMG RODS MAY BE SPLICED w/SIMPSON CNW j RODS MAY ISE SPLICED w/SIMPSON CNW INSTALLED RILL HEIGHT COOECTORS.RODS SHALL TERMINATE ABOVE TOP � C 4NECTORS.RODS SHALL TERMINATE ABOVE TOP VERTICALLY FROM 1"BELOW PLATE AT 3"WAW"WASHER AND NUT TGHTENED TO PLATE AT 3"x3"xV*"WASHER AND NUT TIGHTENED TO !i TOP OF SLAB TO TOP OF TOP APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 ' APPROX 25 LBIFT OF TORaE.ALLOW MIN.OF 3 PLATE,NAIL w/8d NAILS,4" THREADS ABOVE Ub SWM ALL VERTICAL RODS .; TREADS ABOVE WASHER ALL VERTICAL RODS OL.TOP AND BOTTOM AND SHALL HAVE NUT AND WASHER AT SILL PLATE. ; SHALL HAVE NUT AND WASHER At SILL PLATE. j EDGES AND 6"O.0 ALL OTHER SPECIAL ATTENTION SHALL BE PAID TO PRESSURE ;' SPECIAL ATTENTION SHALL BE PAID TO PRESSURE h CROSSINGS. TREATMENT OF SILL PLATES AND ISOLATION OF TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. i METALS AT SILL. SIMPSON TITEN HD 4b"4 SIMPSON TITEN HD i r Y0 SIMPSON TM HD SCREW w/MIN.3�/4"EMBED, SCREW w/MIN.3�i4" EMBED, 1 SCREW w/MIN.3i4"EMBED, ON S"*SON 5P/2 BEARING ON SIMPSON BP'V2 BEARING I' ON SHP"BPII/i BEARIWs PLATE,TYP.s MAX 32 OC, ( s PLATE,TYP.*MAX 32" O:C, p PLATE,TYR*MAX 32'OG. z MAX 8"FROM CORKERS AND MAX 8"FROM CORNERS AND lj ii MAX 8"PROM CORNERS AND Q SIU.PLATE SPLICE. SILL PLATE SPLICE. a i SILL PLATE SPLICE. Qi V m W p ii M 4 g it 4"SIMPSON SOW* N vii SCREWS EA �j SCREWS is EA STUD14 �^ U - - - GRADE GRADE GRADE GRADE GRADE izO' U W d pup� 4 OFFICE C+Cp1y DATE OF ISSUE ONE STORE' HOLDDOWN ONE 5T RY HOLDDOWN ONE FORM HOLDDOWN TWO &TORY HOLIDDOWN TWO 5TORY HOLDDOWN 3-29-11 5 FULL HEIGHT 5HEATHING 4 SOIF 5 REW 5Y5T M 3 TREADED ROD 5Y5TEM 2 THREADED ROD 5Y5TEM 1 SDU,F 5CREW 5Y5TEM EM - _ DRAWN BY: SCALE: w=i'-0" 5-4 SCALE: 111"=1'-0" 5-4 SCALE: iwo-O" " " 5-4 SCALE: In'1=1'-011 S-4 SCALE: in =1-0 - HGP SHEET NO. 10TN .•� S-4 OPTIONAL HOLDDOWN SYSTEMS ': ® 1506 REVISIONS R SID NC Q SILT FENCE w/FILTER CLOTH cq (MIRMI,POLYFILTER OR APPROVED EQUAL)ON WOOD STAKES*MAX(P'-O*O.C. 335 NTH S R T ffll GRADE BACKFILL FENCE AFTER PLACING FENCE ATLAN IC BEACH F ORIDA ri"N5TAKEID TURBIDITY 5ARRIER PROPERTY LINE WALE: 3/4"x1'-0' L PLACE FENCE AT ENTIRE PERIMETER OF SITE. I I FSIDE YARD SET 5ACK 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK — — ——-- - - - — — ——— —— — — — — — — — - — — — —— — — —— — — —— — — —-- - - - - - - - - ^ - - - - - - PERIOD,BUT SHALL BE REPLACED AT THE END OF WOW, PERIOD. A55REV,IATION6 I IDRI)OKY A.C.T. ACOUSTICAL CEILING TILE EAR ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION NX. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EX4. EXHAUST M.S. NOT TO Or-ALE ALT. ALTERNATE EXT. EXTERIOR 01 ON CENTER ALL". ALUMINUM FA FIBERGLASS OPNG. OPENWI AUK AIINING WINDOW FIN. FINISH FT PANT BLK BLOCK FIN.CLC. FINISHED CEILING Pvic. POLYVINYL CHLORIDE 50T. BOTTOM FIN.FLR FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING F.D. FLOOR DRAIN QT. MARRY TILE 511. BULT-Up GALV. GALVANIZED REINF. REINFORCED at CAM CABINET GL.5K GLASS BLOCK WINDOW RECD. REQUIRED4 CPT. CARPET om GYPSUM WALL BOARD R. RISER I IIV C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN FESIDENCE CL IG CENTERLINE HGT. �EI-IT S.H. SINGLE HIM WINDOW TO BE REMOVED C.T. CERAMIC TILE WORZ HORIZONTAL SHT. SHEET C.W. COLD WATER H.B. HOSE 51513 aim. SIMILAR em CONC. CONCRETE H.W. 440T WATER SL. SLOPE C'Mij. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER OPEC. SPECIFICATIONS i �T CONT. CONTINUOUS NSUL- INSULATION STL- STEEL C.J. CONTROL JOINT JAN, JANITOR TWIL THICK CFM. CLI51C FEET PER MINUTE JT. JOINT T4G TONGUE AND GROOVE DR DOUBLE HUNG WINDOW LAM. LAMINATE(D) TYP. TYPICAL ISOREENED PORCHow. DISPENSER LAV. LAVATORY VERT. VERTICAL DN. DOWN MD. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DDRAWING MATL MATERIAL W.Iz. WALK-IN CLOSET u DWG. EA EACH MAX MAXIMUM WP43M WATER RESISTANT GYPSUM WALLBOARD ul ELEC. ELECTRIC MECH. MECHANICAL wwrt WELDED WIRE ME514 - - -- - - --- -- -- - — — — — — — —— — — — —— — — —— — — —— — — — —— — — —— — — ——— - --— — — —— — — — — — — —— — — —— —— - Z Eluz. ELECTRIC WATER COOLER MTL METAL W.C. WATER CLOSET I& FBZI� SIDE YARD SET - M.P. METAL PANEL UR URINAL E STOP ESTLRIP 0- f5;.1 40 Q I_ - - - - - - - - - - PROPERTY LINE o -- - - - - (D - - - - - _ - - - - - - - - - - --� FREVIOU6 61TE FLAN SCALE: PROPERTY LINE 7- - " — _ — — --I--- -r -- — — Z I ----------------------------------------------------- F T i i 213 OF.x 6" DEEP SWALE 83 CF.VOL.RE W ADM 5' 510E YARD SET 5ACK ,,--, -- ------------------ -- - —— — — — —— — — — — -4— — ——— — —— —— - 6- @ (D -T (D Q I!III Lu GREAT ROM UJIND LOAD5 -------------- ------- 1 'w ` { ; $"Musa 13 WIND DESIGN PER FIBC RESIDENTIAL 2010, TABLE R3012(2) ;MR 1'-4" A50VE I WALK 4 BASIC WIND SPEED: W MPH OF STREET WIND DESIGN METHOD: ASCE 1-10 POOL IMPORTANCE FACTOR. I NOT N PERMIT Flo EXPOSURE CATEGORY: C(BXI.4 COFF.) POTENTIALI ------------------ OO af. EXPOSURE CLASSIFICATION; ENCLOSED S(PTORY ONE KITCHM 2S FT. ACCESSORY PANTRY MEAN ROOF HEIII BUILDING n ROOF ANGLE- (30-45 DEGREES) 33.&901 DEGREES(8:12) R----------------- EDGE STRIP 40 FT. \s I — — — — — —— — —— — — — —— — — —— — — ----------I --L L=====:LL=— I v— I - — — —— —— Zi I ------------ COMPONENT A10 CLADDING WIND LOADS 10' SIDE YAW SE ----------------- -------------- ----------- ------ WALL ABOVE WALL A50VE ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PI 1 10 3812 -4256 690 OP.x 6'DEEP SWALE cn F-PI -40.46 \10 1� 1 20 318 U* CF.VOL.RETENTION U 1 3%.4 .3"132 u PROPERTY LINE ---------------------------------------------------------------------- ------------ wo 3928 --%28 5YM5OL5 L -I- 10 MIN -4W z 2 R. z U � w 2 20 31.8 -41* INDICATES DIRECTION OF WW14 NEW 51TE PLANw - U) 2 50 36.4 -44,8 NORTH SCALE; 2 100 3526 -42D6 < 3 10 30.92 -4S& DRAWING NUMBER 3 20 31h -416 3 50 36A -mb SECTION /X SHEET NUMBER WHERE AIR CONDITIONED AREA INDEX OF DFRAWING,5: FILE COPY . SECTION 16 DRAWN IMPERVIOU6 5URFACE CALCULATION5: FIRST FLOOR x 1;6.B sr-. T-1 TITLE SHEET,SITE PLAN, DATA 3 100 3528 -42% SECOND FLOOR x 2041 SF. A-1 FIRST FLOOR PLAN 4 10 42* -462 AREA: PRE CONSTRUCTION: POST CONSTRUCTION: UNCONDITIONED AREA - 543 OF. A-2 SECOND FLOOR PLAN AND ATTIC PLAN DATE OF 4 20 4016 -44.2 DETAIL DRAWING NUMBER LOT Iwo OF. 11500 Of. GARAGE - 431 SP. A-3 ELEVATIONS, ROOF PLAN ISSUE 4 50 38J -40 SHEET NUMBER WHERE HOUSE AND POI 1028 Of. 2"S.F. A-4 ELEVATIONS 345-11 4 wo 363 .3118 DETAIL 16 DRAM CONCRETE DRIVE,WALK,PATIO 563 Of. 514 SF. SECTIONSULDING GODE 6UA-6 CTIONS DRAWN BY: 5 10 42/p -510 A ELEVATION LETTER POOL DECK 359 SF. A-1 SECTIONS wap 5 20 40.6 .532 ELEVATIONS D A-5 50-��SHEET NUMBER WHERE EQUIPMENT PI OF. - A-a SECTIONS r7 so 381 .4W ELEVATION 16 DR" TOTAL IMPERVIOUS SURFACE AREA 2,400 Of. 3,163 OF. AFFLICA5LE COD E5: A-13 SECTIONS SBEET NO. 5 100 363 -442 x IMPERVIOUS 132 % 1422% A-10 SECTIONS DESIGN OF FASTENINGS OF WINDOWS*0 DOORS IN THE WALL FRAMING A +163 OF. REMAINDER AVAILABLE 661 SP) FLORIDA RESIDENTIAL CODE 2014 6-1 FOUNDATION PLAN, DETAILS IOTH 16 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SMDOORO DOOR 6-2 SECOND FLOOR FRAMING PLAN LL NOMENCLATUMi RETENTION REQJIfI V-CA" NATIONAL ELECTRIC CODE 2011 5-3 ROOF FRAMING PLAN MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 3648 s 3'-6*x 4'-8" V-.6 X 163 SF.X WA2 a 354 CF. 6-4 HOLDDOWN OPTIONS 150 T- 1 WINDOW WINDOW RETENTION-444M m309 CR E-1 ELECTRICAL PLANS, LEGEND NOMENCLATUREt 3648 a 3'-6"x 4'-0. HATCH LEGEND HANGER NOTES 911-1/81, 86-09-08 All Roof Hangers To Be HTU26 UON 11-00.00 19-OD-OB 1 3-11-00 3-O8-08 25-01-00 4-00.08 All Floor Hangers To Be LUS46 16' 11-9/16" 12-09-08 6-03-00 UON r T25,TFG07 HGUS28-2 20' 11" �3-08-08 LL N LL LL Nota: TFG10 HGUS26-2 2-00-00 C .Frame 05 LUC26 - 2 6 Stalr Wnding _ o m (oj 0 2_0 o TFG05,TFG03; HHUS26-2 F26 by�1eB u- LL LL LL LL LL u- LL LL �L LL LL LL LL LL 2-00-00 TFG08 F02 0 0 0 0 0 0 0 o Q o 0 0 0 0 0 o F02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2-0-DO F21 $ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 v o 2-0-00 m F21 - - N 01 General Notes 06 F21 - ° F12 01 $ $ Note. -Per ANSI/TPI 12002 all"Truss to Wall" 2-0-00 $ 01 cS o_ connections are the responsibility of the Building F21 $ F12 o ab Exterior walls held Designer,not the Truss Manufacturer. 06 2-0-00 F21 - F12 m -Use Manufacturer's specifications for all hanger HHUS26- 01 n connections unless noted otherwise. 2- -DD 0, back 1/2" for sheathing Trusses are to be 24"D.r.U N.G. F20 1_0 O0 e+ 01 All hangers are to be Simpson or equivalent U.N.O.- ,7E(' 1-0 00 Use 10d x 1 1/2"Nails in hanger connections to single F20 0 F02 c o ply girder trusses. $ F19 1_p 00 p o Trusses are not designed to support brick U.N.O. vLL i F19 1-0 00 F02 Dimensions are FcelInche6 Sixteenths F2 N F19 1-0 00 � 0 o Notes F2 F19 1_ 00 LL o H U No back charges will be accepted by Builders F2 F19 1-0 00 C TFG03 v MrstSource unless approved in writing first. $ 1-0 00 F2 F19 07 � ACQ lumber is corrosive to truss plates. Any ACQ do F2 F19 1-0 00 "; lumber that comes in contact with truss plates(i.e. N F2 F18 1- -00 06 °a scabbed on tails)must have an approved barrier applied F2 F18 fvst. 1-0-00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O6 F2 F18 1-0 00 G Refer to BCSI-Bl Summary Sheet-Guide for handling, F18 0 0 0 0 0 0 0 0 0 0 0 $ Installing and Bracing of Metal Plate Connected Wood 1-0 00 N O6 0 $ 0 Truss prior to and during truss installation. F18 1- pp c F2 - N O6 0 0 o It is the responsibility of the Contractor to ensure of the F D 2-0 DD t+1 to ! M M t7 ^9I t7 M N N N O N M 1 N N N N N LL LL LL LL LL LL LL LL �LL LL LL LL LL F proper orientation Of the truss placement plans as to LL LL LL LL LL LL LL N N N N N N ' F34 the COR6truCtrOR documents and field CDRdItIOR6 Of The TFGO 7-01-08 0 LL LL LL LL mF33LL LL LL LL LL LL F04 structure orientation. If a reversed or flipped layout is o w -x required,it will be supplied at no extra cost by Builders 0 8-05-08 w 6-05-00 5-11-08 8-00-08 18.10-06 4 FirstSOurce. 0 N 11-00.00 47-09-00 8-MO8 It is the responsibility of the Contractor to make sure the placement of trusses am adjusted for plumbing drops,can lights.act...,so the trusses do not interfere 66-09-08 with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor 55-05-00 - trusses below. The floor trusses have not been designed to carry any additional loads from above. 4 11-00-00 12-09-08 6-03-00 8-01-00 24-07-08 4 This truss placement plan was not created by an 0 0 engineer,but rather by the Builders FirstSource staff and is solely to be used as an installation guide and v v v e 1-0 DO a 1-D-00 does not require a seal.Complete truss engineering and analysis can be found on the truss design drawings o $ $ 9 $ $ o w which may be sealed by the truss design engineer. 0 Note: E 8 0 0 0 _ o a 0 0 0 0 0 0 0 0 c Gable end trusses require contiguous bottom chord Salim Frame N N N N N N N N N N N bearing. Refer to local codes for wall framing Gale wall e l _ 00 c, requirements. 2 3 $ o: 3 Although all attempts have been made to do sq trusses may not be designed symmetrically.Please refer to the o individual truss drawings and truss placement plans for rn HUS ,oJ, proper orientation and placement. €€€ 3 Builders POS e Balloon Frame , Gable wall 3 m T22 FirstSource 0 c - -- 4 o Freeport PHONE:850-835-4541 a o F F 2-09-12' FAX:850-835.4532 i r 2 Jacksonville g 3 PHONE:904-772-6100 o FAX:904-772.1973 Note: $ $ $ $ $ o $ o o r4 o Balloon Frame Gable wall Tampa Nota' N N N N N N N N N l N k N O t 3 3 PHONE:813-621-9831 Flat is d FAX:813-628-8956 o 4 3 ob c o Mathieu Builders r -00 335 10th Street S 19-05-06 6-05-DO 5-11-08 MD-08 18-10.06 X 4 4 Nom q q4 65-05-00 N Custom Residence Devi rewn nginvl Wfx 3/23/17 JAS 980282 �.�az. rzaa.x. oora„rox. MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10, LP BUILDING PRODUCTS LVL: FL15228-R3, LPI: FL15401-R4 1026917 N/A 980282