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381 5th St single family residence permit �iy1,`1 jjr CITY OF ATLANTIC BEACH y j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3069 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family home Estimated Value: $409,000.00 Issue Date: 3/20/2017 Expiration Date: 9/16/2017 PROPERTY ADDRESS: Address: 381 5TH ST RE Number: 169878-0000 PROPERTY OWNER: Name: MORRISSEY, MELISSA Address: 381 5TH ST GENERAL CONTRACTOR INFORMATION: Name: PREFERRED BUILDERS OF N F ,CGC1514978 Address: KEVIN KEVIN GREEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $703.50 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,407.00 STATE DBPR SURCHARGE $21.11 STATE DCA SURCHARGE $21.11 PWDfRA\\ IFFR F&,YNTACCORDANCEMPROA% L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 BD PLAN REV. 2ND $50.00 SUBMITTAL BD PLAN REV. 3RD $50.00 SUBMITTAL WATER CROSS CONNECTION $50.00 Total Payments: $2,502.72 PERMIT IS APPROVED ONLY W ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES City of Atlantic Beach NUMBER Building Department EM assignedBuilding Department.) n 800 Seminole Road — 3t� t0�Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 2 I O I� _ uR 9 E-mail: building-dept@wab.us City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 � I S�� S+ - De artment review r uired Ye No " t: m Applicant: i1faltnta &M OF PEEL m &Zoni 1 t Tree Administrator Project: � � Slf�a\�tOLML1U hUTAL u Ilc o '� ublic Utili i Public Safety Fire Services Dept Signatur- Review or Receipt Date Other Agency Review or Permit Required 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 F partment First Review: pproved. ❑Denied. ne.) Comments: /4D NG /V/ZONING Reviewed by: Dated • �• 7MIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised e51I4/U9 �cyar�� City of Atlantic Beach APPLICATION NUMBER Build-Ing Department (To be assigned by the Building Department.) 800 Seminole Road r-O Atlantic Beach,Florida 322335445 11- S r F' 30(0G 1 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@ccab.us Date routed: 0 11 as I a0 n Cityweb-site: hdp:/Av w.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S -61 S+ • De ar4nent review re uired Yes No Applicant: �C�uiit,d. B�d(S of PLFLIn &Zoni 1 t��n Tree Administrator Project: nQ,LJ 15:k 14&r L� t\VIAL 4u he o ublic Utili 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: ❑Approved. Denied. (Circle one.) Comments: � AO. e,i—'CeJ BUILDING PLANNING &ZONING Reviewed by: !c ..� Date: TREE ADMIN. Second Review: []Approved as revised. MDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by::rijlfn„i/ C- � Data: 1 FIRE SERVICES Third Review: 5aApproved as revised. ❑Denied. Comments: Reviewed by:/ C/ �� Date: ;V11111 / Revised 05/14109 gt�arr City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road u n Phone(904)247-5826 3 Fax 2233(9Atlanc Beach, Monde 0) -54AN 2 5 1017 - j yC E-mail: building-dept@mab.us Daterouted: OI Ia3lat) 14 City web-site: hap://www.mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 .% I 5-In Si . Department review required Yes No w n Applicant: �(Q !Pe 4 Mks o f 061"L m 8&Zoni Tree Administrator Project: 4 eUo ubhci t Public Safety Fire Services Review fee.$ Dept Signature Other Agency Review or Permit Required Reviewor Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of ransportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ZApproved. ❑Denii�eJdd.. (Z -zb 17 (Circle one.) Comments: BUILDING i PLANNING&ZONING Reviewed by: Data TREE ADMIN. Second Review: - ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised MUM Vis' /r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road —�''�_ I1- 5FR-' 3o� 1 -. Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)24 -5_' L„ z 5 E-mail: building-dept@wab.us I , .1� Date routed: 01 I as 120 n Cityweb-site: hdp:/Avww.wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 $ I sin s-[ - ADepartment review re uired Yes No Applicant: �WIPUIIA MAI&. OF N6FLoniTree tratorubli Project: S\JAj StWit-�QML� KDAL Public Safety Fire Services Review fee $ Dept Signature IDMsion er Agency Review or Permit Required Review or Receipt Date of Permit Verified B da Dept.of Environmental Protection da Dept.of Transportation ohns River Water Management District y Corps of Engineers of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. C WOR FCrS Comments: P BLIC UTILITIES /- a r--i PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH 800 Seminole Road N n1 Atlantic Beech,Florida 32233 r 1 Telephone(904)247-5800 FAX(904)247-5845 —0111T , REVISION � EST SHEET Date: 7-1 17 Received by: vResubmitted: Permit N ber: 17^5F0-3041 Original Plans Examiner: Project Name: Project Address: 3 " ST. pgtMnc u fL 7u Contractor: Pry..-.m w00LA ontact Name:�� Contact Phone : 404-239-0017 M e-mm : tiro-QFcate�bco+l.6a Revision/Plan Check/Permit Fee(s)Dt SO 0 Description of Proposed Revision to Existing Permit: 5u,W 2 5 D u.5 !M W B `t Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prim p.a) µ DFq, c/r1 affirm that the above revision is inclusive of the proposed changes. Signature O ntractor genttConVecmr muA sign ifinc..in vAmtion) Dare rS office U.Only Date: 2, J"/7 Appnaai� Rge=l: NaifiW by: Plan Review Comments: e aS Submt @A" rtm nt review m uired Yes 14o uildin Planninf&Zoning Tree Administrator Pans Examiner Public Works Public Mites 1?-33 Public Safe Fire Services Date twna.a k..r CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit N er: /7-SFR -3ne 9 Original Plans Examiner: Dagen /2EWE3 Project Name: A/1 gL M Project Address: Sgt 5'6 ST I p T,4rrw BUAgl1 f , Contractor: PReteaxzp 'ButwBe.d Co tact Name: .0 S Contact Phone : %4-n-7-040-7 C e-m cH L e Ae EFfAAG06"uP-A S Revision/Plan Check/Permit Fee(s) Due: -5,0,pG r L_ � �. . Description of Proposed Revision to Existing Permit•. i I I - '61D6 57141X3 00 n%1AD V;ta.J CAW& u est Is± oil Q MEASvfcen.wrr SNo NS f2nM l0.hCe F ? 8 2Q)_] Ib' aV4bHIMf. Ale7t0 A VuyrS Mot,n-, c r zs - A -3 Additional Increase in Building Value: $ Additional S.F. 101 Site Plan Revised: Public W/U Approval: By signing below.I(prim name) C`' Ito • 064 &-O affum that the above revision is inclusiveee ofthe proposed changes. 4& . L , 2 Signa�m 'f Contract gent(Convector must sip if increase In valussion) Date Office use Iy Daze: V7/17 Approved:_ Rejected: Novfedby: Plan Review o ents: 1 �DroN ved aS 3*& 6417, T7eli (fon Trac oy_ 4- ,Q4y &,<1r v GrJ .1e plan Rovre� rye D rtment review required Yes No tanning &Zonin Planxaminer Public Works 3��,lL7 Public Utilities Public Safety Dale �uianc nry.3 Fire Services . �iL.LJPJrt � CITY OF ATLANTIC BEACH `) it 800 Seminole Road J - _-_-- - Atlantic Beach,Florida 32233 ;r Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Z _ Received by: Resubmitted: Permit N r:_ /7-5FR -3n1.9 Original Plans Examiner: AE]2EL /2ga(E3 Project Name: Ad El sA Project Address: 3k 1 5'S Cr ) AM Contractor: PRet Contact Name: ,�6 EU-1 Contact Phone : 964-LY7-0697 Contacte-mail: GMIcHt4 L e RteFipkAg56R.o W0 &a Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit; F- ((a SI 6MIR5 m D1M iS10e� 6ED .J IS* ¢ Q 4r.-1 1 �" M u S M i!; !I�0 ILt dYpt MtMf rdeTA nJ PWrScz— e r5 ti n , ri c- [s..n..,..o 7 -c- 7 n Additional Increase in Building Value: $ � Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) e`J M . Y76/JNgEctS affirm that the above revision is inclusive ofthe proposed changes. x ' "" Y/ 2- 2 Slgnatur&6f COntractrQV7Agent(Cantract.,.Art i,ifinc .a invaluelion) Date Offim Nu Only Date: 3'1/17 Approved: � Rqi d: Notified by: Plan Review Comments: mant review re ulred Yes No JMmSewices &Zonin Plans Examiner orks ilities ;?/y7/17/ fety Datev,v,a s,,,, QLr/rjr, IID G ITY OF ATLANTIC BEACH 800 Seminole Road 7 Atlantic Beach,Florida 32233 FEB 27 201 sl Telephone(904)247-5800 —" FAX(904)247-5845 Dft 9% REVISION REQUEST'SIIEET Date: Q/_zH/} Received by: Resubmitted: Permit Number. Original Plans Examiner: Project Name: Project Address: -1 S <S AArC_ rick 233 Contractor: Wa, �iuilr as Contact Name: Cy AN elzc Contact Phone: 9oY-4,3T- 0642 Contact e-mail:CAts Ai w[ Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existina Permit: 2 - a y —tt y e-a t'Tn z�z Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prim ems) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(conamwr mug sip if inmu+e in vnimeen) Date ora.Use only Due: _ Appmved: RelWd .y Notified by: Plan Review Comments: De yartment review reuired Yea No I Building nn ng&Zonin ree Plans Examiner Public Works Public Utilities Public Safe Fire Services Date o smn,M.A . it",J' r , CITY OF ATLANTIC BEACH r ' 0 800 Seminole Road r pt Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 �1ill? REVISION REQUEST SHEET Date: Received by: Resubmitted: Permit umber. /b'`-FR•3069 Original Plans Examiner: PEAEK AEdVe 5 Project Name: Project Address: 3131 S0 ST• AnA jrlG 3EAuF) F-L Contractor: fkeF rltEO Qarn-0e+a4 Contact Name: ry Contact Phone : 904-211-o647 Contacte-mail: CMIGIFAEL Pru Qar06AoVP.Bra Revision/Plan Check/Permit Fee(s)Due: $ `, Description of Proposed Revision to ExistingPermit: �C)n I nt co MMeecf s RCVIEVJ C AMer+Ts ' AIL- EaolPM6,+T 9STBh�W- SIDE SMIA4 Sa, SM.V- Ifp}ylwof 6oltb)" �t Sipe rA�0 ?A.oJB noa Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.1(print wna) e� M• D�AN66LlS affirm that the above revision is inclusive of the proppowd'•'changes. "So- c+�r Z"S- 1.7 Signature ontractor gent fcona ormosss sign i(insin vmumbn) Date _ office U.only un,s 36WJ'y AM.-d: Reiccscd:_ ._ Nosifiedby: FEg 1 5�OlT� I Plan Review Comments: Department review re uired Yes No Building amm�g on ree ms Plans Examiner Public Works Public Utilities— Public Safety Fire Services Date a CITY OF ATLANTIC BEACH PUBLIC UTILITIES �~ 1200 Sandpiper Lane '�LOr3J9'' ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /— Z S —! 7 Project Address: 39D (5 77/ STTZEET- No.of Units: J __Commercial_Residential 1,/' Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 31 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- y„C? Water System Development Charge $ nc./�Q Imo.,— Sewer System Development Charge $ Y'v Water Meter Only $ ISD .SOC 15 Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $—" Other $ TOTAL $ —5U.DD APPROVED: Kayle Moore.PE (Deputy PWDirector or AuthorieedSignature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED ZONING REVIEW COMMENTS 1 City of Atlantic Beach U Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 �Ja Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 2/8/17 Permit: 16-SFR-3069 Applicant: Preferred Builders of North Florida Review: 1 St Address: 2332 Dunn Ave,Jacksonville,FL 32218 Site Address: 381 5' Street Phone: (904)751-3381 RE#: 169878-0000 Email: cmichael@preferredgroup.biz Correction Comments 1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. 2. A/C Equipment: Section 24-83(c)prohibits mechanical equipment to be within 5 feet of the side yard. Plans call for equipment to be located in the 6 foot side yard. Please show that this requirement is being met or revise the plans accordingly. 3. Side Stairs: Section 24-151(n) requires a minimum 3 foot side yard setback for open exterior stairs. Plans call for the exterior stairs to extend 3 feet 6 inches into the 6 foot side yard. Please revise the plans accordingly. 4. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 5. Side Yard Projections: Section 24-83(b)limits side yard projections into side yard setbacks,including roof overhangs,to 24". Please show that this requirement is being met or revise plans accordingly. Derek W. Reeves Planner dreeves@coab.us uP ZONING REVIEW COMMENTS City of Atlantic Beach j Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 �tJ331�'? Phone: (904) 247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 2/22/17 Permit: 17-SFR-3069 Applicant: Preferred Builders of North Florida Review: 2nd Address: 2332 Dunn Ave, Jacksonville,FL 32218 Site Address: 3815" Street Phone: (904) 751-3381 RE#: 169878-0000 Email: cmichael@preferredgroup.biz Correction Comments 1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. 2. Side Stairs: Section 24-151(n) requires a minimum 3 foot side yard setback for open exterior stairs. While the revised site plan narrows the stairs,the plans still call for the exterior stairs to extend 3 feet 6 inches into the 6 foot side yard. Please revise the plans accordingly. 3. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The site plan provided notes the height to be 29'9" from finish floor, but the plans call out the same height to be from an unknown point below the finish floor. Please clarify and note the height should be from grade. 4. Side Yard Projections: Section 24-83(b)limits side yard projections into side yard setbacks,including roof overhangs,to 24". The revised plans provided did not show the needed information. Please show that this requirement is being met or revise plans accordingly. This can be done with measurements on the eaves and other projections on the elevations or on roof plan. Derek W. Reeves Planner dreeves@coab.us r 4 Y Y Y ra Y ,*C_ V 7 V IZ qL VV z r pz BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 Job Address: 31$ S'L" '5IR Permit Number: /T SFR- 366_7 Legal Description Parcel# Floor Area o Nq.vt. q. 't Valuation of Work$4091000 Proposed Work heated/cooled 2972— non-heated/cooled X07 Class of Work(circle one): NewAddition Alteration Repair Move Demolition pool/spa window/door Use of exisdng/proppoosed structure(a) ((circle one): Commercial esr nft Han existing strucfure,is a fire spnnWer system installed? (Circle one): es No /A Florida Product Approval# For multiple products use product approval Form nn is a 2 c 0 p g F Describe in detail the type of work to be performed: eme IS V 101 P 2 Poll Property Owner Information Name: I�tYsi MGIfA Address: 318 0 S Lar, City Ar mr. BeWAI State 6-Zip Phone E-Mail or Fax#(Optional) Contractor Information: $AI LIfAEL B- Pf 6FO--'eR.ED G'amrP. (BIS Company Name: PPLe(aWD PimWws OF N - Filo m Qualifying Agent: K&YM Ct"Ep1 Address: 2359, Dram AysojyE City SRX State FL Zip 32b1B Office Phone 'tel--1SV33%l Job Site/Contact Number gotl-dSi-ow? Fax# 404-'151-69,00 State Certification/Registration# Cfst IS14978 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Tide Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o a permit and that all work will beperformed to meet the standards of all laws regulating construction in thisjurisdiction. This permit becomes null and said tf work is not commenced within six(6)months,or if construction or work is sus nded or abandoned far a pertod of six//6)months at any time after work is commenced. I understand that separate permits must be secured far Elecbfcnf Work,Plumbing,Signs, Weas,Pools,Paertaces,Boilers,Heaters, Tanks and Air Conditioners,etc. 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. I hereby certify that I have read and examined this plication and know the same to be true and correct All provisions of laws and ordinances governing this type o work will be complied with whether spect ed herein or rot. The granting of a permit does not presume to gree authority to violate or cancel the P. of any other federal,state,or lloccaall7la�ww regulating construction or the performance of construction. Signature of Owner;A Signature of Contractor .�L--- Print Name .... ..M C,LC.�cn........M 8.1.11... ........... Print Name Kgvir 6t6.e,.r.... Sworn to and sub crlbed before me Sworn to and subscribed before me this ') ay of 20/ [ r �/�,,qr0,�' Day 0 20 24 d4l otary Pu is VtaATublic KATHRYN M.BRABWEl6 Revised 01.26.10 +� My commin"#Etesed" EXPREa CawmoN 16,2016 iiww nau. ueN g+^ no+ary PUEdcaua+ F as` Meagan Wdaa q aMyeMmiWlon FF 882745 ct Eagm O]Itat80]0 2 I DO NOT WRITE BELOW- OFFICE USE ONLY p ca e o es:2)10PYU1WABU1WbVU CODE Ilevlew Result (circle one): Approved Disapproved Approved w/ Conditions I Review Initials/Date: /- y-/-/ Development Size Habitable Space 2112 sg.Non-Habitable lD79 S.F, Impervious area 33 Miscellaneous Information Occupancy Group* Type of Construction V- Number of Stories 2 Zoning District ? S- 2- Max. Max. Occupancy Load Fire Sprinklers Required_ Flood Zone X Conditions/Comments: I TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-SSM (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION F- Ovmer(s) I- Authorized Agent- NAME OF APPLICANT / s/ NAME OF COMPANY k�-�.. g/I01t.01� BF /JAR-To F-tpRyDA/ Li c- _ AODRESSOF COMPANY ?,�j�jz yuNN AVE Tqx FL. 3221 PHONE qaY-751-3x81 CELL. ripy_2.3'1-0691 `''" CMI UFAEL.G PkEFFi¢LEOG�taIP,BIk CONTRACTOR CERTIFICATION NUMBER CG. C../nt/178 s ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION It-SITE INFORMATION STREET ADDRESS OF PROPERTY _ 38( 5-`�3 Sr AT-U4NTIC gbwc� ri- M ..rn .v.. ��I1 MH)A7 58246 10 efpu6fOn 0laldl LEGALDESCRIPTION S_69 �6 -25 -z9C g7L*Nrir 8Ef1GN Lar 310 91-k LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SO FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, 'Pmtecnon of Trees and Native Vegetotion'of the Municipal Code of Ordinances for the City of Atlantic Beach,FL an&w I have participated in a pre application meeting with the Administrator of those y regulonons. Subsequently, I aib that rw regulated trees oM no regulated vegetation will be damaged,destroyed and/or removed Shomtlx bedgadlacen properties in conjunction with uric project. { SWNA OF OWNER I� SIGNATURE OF OWNER aM sworn before me on[hisa I day of T,J f(1 � by State of r (� Ik l iI � kfNaQ, 'S County of L L_ Identification verified: Oath sworn: r yes N Ratelr Pvcic smro wsbnae Nt�ta Ignature �-7 h a4 EMC>�les v FF%27t5 My Commission expires: �'�glprQ�C-2 Fax Confirmation Report Date/Titre DEC-21-2016 11:23AM WED Fax Number 9047516600 Fax Name Preferred by mcdowell + Ariail inc. Model Name Phaser 3635MFP Total Pages Scanned: 1 No. Remote Station Start Time Duration Page Mode Job Type Result 001 2475845 12-21 11:21AM 00'37 001/001 EC t HS CP Abbreviations: HS:Host Send PLPolled Local CP:Completed TS:Terminated by System HR:Host Receive PW-Polled Remote FA:Fail TT•Terminated by User MS:Mailbox Save WS:Waiting To Send RP:Report G3:Group3 MP:Mailbox Print EC:Error Correct TREE 4 n ETh TON�AFFlGAVIr - I Gry�oMt6<ticBaBxotl i ..ryoere mix mexm�eprnron av,a I VIWaw-sApp lB?Nl . -•, xrnatli-•rouunwwxwanw r o..0 r w.,ue,ra,w� mtssacou.un 2332 Dru A,. Swank. 8x18 ' oxox: 90 1ai-W1 fiV-vat-reit eui ev.�u�cVehp�s6x P,�s ,vwie w�mr�oaeavr S4G lslV l9p _,_ ' I SKwoX�Y 5.5wawraxv��npM ' Sr. G.uwnc Faa-,a SL '�"�^'°' S-49 /L-i5-29e Aru+rrc 3wcr Lr 3L Bcx Z_ I ��iw� m.a� ao�a,n� aww...m�msrew�d OFFICE COPY ATLANTIC BEACH PRODUCT APPROVAL SPECIFICATION SHEET Project Name; MELBA RES Pemit# /7- S F2 - 3069 Project Address; 381 5TH STREET Contractor; Preferred Builders of North Florida LLC. As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and product approval number(s)for the building componets listed below as applicable to the building construction project for the permit number listed above. You should contact your supplier if you dont know the product approval number for any of the applicable listed products. Information reguarding statewide product approval may be obtained at Category/Subcategory Manufacturer Product Description Code version State# Expiration A. EXTERIOR DOORS 1.Swinging Masonite Front and Rear door 2014 FL#4334-R9 2/28/2021 2. Sliding 3. Sectional Overhead Door OHD 391/399 Series 2014 FL#11497.7 12/31/2020 4. Roll u 5.Automatic 6.Other B.WINDOWS 1.Single hung YKK Single Hung Vinyl 2014 FL#8114.1 11/30/2019 2. Horizonal slider 3. Casement 4.Double hung -- ---- 5.Fixed a V 1 fit 6.Awning 7. Pass-throw h 8. Projected 9. Mullion 10.Wind breaker 11.Dual action 12.Other C. PANEL WALL 1. Siding Certain Teed Hardie Siding 2014 FL#1573-R4 12/31/201 2.Soffets 3. EFIS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11.Other D. ROOFING PRODUCT 1. Asphalt shingles GAF Architectural Asphalt Shingles 2014 FL#10124.1 5/14/2017 2. Underla ments GAF Tiger Paw 2014 FL#15487.RS 10/22/20161 3. Roofing fasteners 4.Nonstructural Metal roof 5. Builtu roofin 6.Modified bitumen 7.Single ply roofing 8.Roof tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shake 12.Roofing slate 13.Liquid applied roofing 14. Cement adhesive coats 15. Roof tile adhesive 16.Spray applied roofin 17.Other E.SHUTTERS 1.Accordion 2. Bahama 3.Storm Panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Clips 2014 FL#10456 12/31/201 2.Truss plates Alpine Truss Plates 2014 FL#2197.2 12/31/201 3.E ineered lumber We erhauser Lumber 2014 FL#1630.2 3/31/2017 4.Railing 5.Cooler/freezers 6.Concrete admixtures 7.Material 8. Insulation forms 9.Plastics 10. Deck roof 11.Wall 12. Sheds 13.Others G. SKYLIGHTS 1. Skylights 2. Other H. NEW EXTERIOR ENVELOPE PRODUCT In addition to completing the abovelist of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized AgenCe responsibility to have a legible copy of each manufacturers printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan reveiw. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a plans examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and require information. 6 Authorized Project Agent; Cy M. DeAngelis (Contractor or Design Professional) (Print name) (Signature) Company name; PREFERRED BUILDERS OF NORTH FLORIDA LLC. Mailing Address; 2332 DUNN AVE City; JACKSONVILLE State; FL. Zip Code; 32218 Telephone Numbers; Phone: 751-0840 Fax; 904-751-6600 Cell: 904-237-0697 MAP SHOWING SURVEY OF LOT 36. BLOCK 7, SUBDIVISION 'A' ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PACE fig. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OFFICE COPY LOT 37 LOT 35 LOT]] (50.O1 TOLD) 0p m® 7 SCAIF: 1' 3a' 1 MER, EG FGA IITE' �oMMM` o� IAi T 1 STORY �'a LOT 3, n ` BLOCK N $ RESIDENCE 5 q NUMBERM3�81 { pI A PE L MET �ll 77' _ cGT' r IsaaO• D m0 -� MET 60.00 06'P NOTM5 19 A BOUNDARY 9UANET. FIFTH ST. 2. NO BUILDING RESTRICTIVE LANES AS PER Mi. b.Main CE MAY PAGED WBUC flWD ]. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A9012-26 B 8"'a" B' C 90TNbG D 095FR0' 1. NORTH PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON UES IN FLOOD ZONE '%' (AREA OUTSIDE THE 0.2E ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H. REWSED JUNE 3, 2013 FOR DUVAL COUNTY. FLORIDA. TI OT VALID MTHWT THE SIGNATURE AND DOWN W. BOAIYMIGMT' P'S'M' THE ORIGINAL RASED SEAL OF A FLORIDA FLORIDA UC SUI and MAPPER IN LS 3295 JKLAMO SURKYOR AND MAPPER' FLOADA UC SURMYiNC k MAFPINC 31 No. LB M)2 ONECKEU Br— BOATWRIGHT LAND SURVEYORS, INC. °A"' MARCH 1 201fi DRAWN BY: PGP F LIC 20th-0222 1300 RDBER'S DRIVE JACKSONVILLE BEACH, FLORN 2a-8550 SHEET t OF 1 I 2W 10 r a X C.R.L 500 ._._._.-. i S 1 ' � s R 3 � I• a � g I J � : ¢ Ipra6 � - � nab � L � 5 = ICU _..............''�. a u m - IbJ'0.RL D L a z Sch 6ueec Iv A 1 O V Code Compliance Research Report CCRR-1009 Re-issue Date: 01-01-2017 OFFICE COPY Renewal Date: 01-01-2018 Valued Quality. Delivered. DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION Section:07 21 00—Thermal Insulation 3.1 GacoFireStop2 F5001: REPORT HOLDER: Gami'l opt F5001 insulation is a semi-rigid,open cell, Gaco Western,LLC low-density,polyurethane foam plastic. The insulation is a 1245 Chapman Drive tiro-component spray foam plastic with a nominal in-place PO Box 646 density of 0.5 pcf.The Insulation is produced in the field by Waukesha,WI 53186 combining a polymeric isocyanate (A component) with a 262342$072 resin(B component).The insulation liquid components are www.aacowallfoarri supplied in 55-gallon drums and/or 250-gallon totes and must be stored at temperatures between 50°F and 100TF. REPORT SUBJECT: The resin IS cemponent)must be protected from freezing GatoRmStop2 F5001 Spray-applied Polyurethane Insulation temperatures. GacoFireStop2 F5001 has a shelf life of 1 year on the polymeric isocyanate (A component) and 1.0 .SCOPE OF EVALUATION 6 months on the resin IS component) when stored in factory-sealed containers at these temperatures. This Research Report addresses compliance with the following Codes: 3.1.1 Surface-burning Characteristics: • 2015,2012,and 2009 International Building Code®(IBC) • 2015,2012,and 2009 internafienal Residential Code®(IRC) The insulation,at a maximum thickness of 4 inches and a • 2015,2012,and 2009 International Energy Conservation Code® nominal density of 0.5 pct,has a flame-spread index of 25 (IECC) or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. Based on large GacoFinsi F5001 insulation has been evaluated for the scale tests in accordance with NFPA 286, GawF1reStop2 following properties: F5001 can be installed at greater thicknesses as • Surface-burning characteristics described in Sections 4.3 and 4.4. When the insulation is • Physical propeNes separated from the interior living space of the building with • Thermal resistance minimum 1/2 inch thick gypsum board, the maximum • Attic and crawl space installation thickness is not limited. • Air permeability 3.1.2 Thermal Resistance,Raalues: • Alternatives to Thermal Barriers • Alternatives to Ignition Barriers The insulation has thermal resistance(R-value)at a mean See Table 1 for applicable Code sections related to these temperature of 75°F as shown in Table 2. properties. 3.1.3 Air Permeability: NOTE: This report references 2015 Code sections with [2012] GaceFimStop2 F5001 insulation, at a minimum thickness and[2009]Code sections showed in brackets where they differ. of 1 inch, is considered air-impermeable insulation in 2.0 USES accordance with 2015 IBC Section 1203.3 [not applicable in the 2012 and 2009 IBC] or IRC Sections R202 and GacoFireStop2 F5001 spray-applied polyurethane foam R806.5 [2009 - R806.41 of the IRC, based on testing in insulation is used as a nonstructural thermal insulating material accerdance with ASTM E283. on or in interior and exterior walls, foods, ceilings and roofs. When used in exterior walls of buildings constructed under the 3.2 DC 315 hitumescent Coating: IBC, as use is limited to Type V-B construction. Under the IRC, the Insulation may be used as air-impermeable insulation when DC 315 inlumeacenl coating is a water-based coating installed in accordance with Section 3.1.3. manufactured by IFTI, Paint to Protect, and is supplied in 5-gallon pails and 55-gallon drums. The coating material has a shelf life of 24 months when stored in factory-sealed containers at temperatures between 41"F and 95"F. ® A 130 Derry Court•York, PA 17406 www'ntertek cora/buildingl 12rmm nrn,vnny ring PoPIDt ® Code Compliance Research Report CCRR-1009 Page 2 of 4 4.0 INSTALLATION adhesion of the coating. The coating is applied with low- pressure airless spray equipment. 4.1 General: 4.4 Attics and Crawl Spaces: GsmFlmStop2 F5001 insulation must be installed in accordance with the manufacturers published installation The insulation may be applied in attics and crawispacas instructions, the applicable Code and this Research Report. A as described in either 4.4.1 or 4.4.2. When foam copy of the manufacturers instructions must be available on insulation installed in an attic or crewlspace in accordance the jobsite during installation. with this section,a thermal barrier is not required between the foam insulation and the attic or crewlspace, but is 4.2 Application: required between the insulation and the interior living space. GawFireStop2 F5001 insulation is spray-applied on the jobsite 441 Application with a Prescriptive Ignition Barrier: using a volumetric positive displacement pump as identified in the Gam Western application instructions. The insulation When GawFireStop2 F5001 insulation is installed within must be applied when the ambient temperature is greater than allim and crawl spaces where entry is made only for 32°F. The insulation must not be used in areas that have a service of utilifies, the ignition barrier must be installed in maximum in-service temperature greater than 200°F. The accordance with IBC Section 2603.4.1.6, or IRC Section foam plastic must not be used in electrical outlet or junction R316.5.3 or R316.5.4, as applicable. The ignition barrier boxes or in contact with water, rain or soil. The foam plastic must be consistent with the requirements for the type of must not he sprayed onto a substrate that is wet, or covered construction required by the applicable Code,and must be with frost or ice, loose scales, rust, oil, or grease. The installed in a manner so the foam plastic insulation is not insulation must be protected from the weather during and after exposed. GawFireStop2 F5001 insulation as described in application. The insulation may be applied to the maximum this section may be installed in unvented attics in thickness in a single pass. Where insulation is used as an air- accordance with IBC Section 1203.3 or IRC Section impermeable insulation, such as in unvented attic assemblies R806.5 [R806.4] at a minimum thickness of 1 inch (25.4 under 2015 IBC Section 1203.3 or IRC Section R806.5[2009- mm). R806.4], the insulation must be installed at a minimum thickness of 1 inch. 4.4.2 Application without a Prescriptive Ignition Barrier: 4.3 Thermal Barrier: 4.4.2.1 General: 4.3.1 Application with a Prescriptive Thermal Barrier: GamFimStop2 F5001 insulation may be installed in attics GamFireStop2 F5001 insulation must be separated from the and crawl spaces,without the ignition barrier prescribed in interior living space of the building by an approved thermal IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and barrier of 112 inch thick gypsum board or an equivalent 15- R316.5.4,subject to the following wntl0ions: minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, a. Entry to the attic or crawl space is only to service as applicable. Exceptions are provided in Sections 4.3.2 and utilities,and no storage is permitted. 4.4. b. There are no interconnected attic or crawl space areas. When the insulation is separated from the interior living space c. Air in the attic or crawl space is not circulated to other of the building with minimum 112 inch thick gypsum board,the parts of the building. maximum thickness is not limited. tl. rebor(crawl space)ventilation is provided when - 4.3.2 Application without Prescriptive Theme[Banter: required by IBC Section 1203.4 [1203.3] or IRC Gam FimStop2 F5001 insulation may be installed without the Section R408.1,as applicable. 15-minute thermal barrier prescribed in IBC Section IBC e. Athc ventilation is provided when required by IBC Section 2603.4 and IRC Section R316.4, when installed as Section 1203.2 or IRC Section R806, except when air- described in this section. The thickness of the foam plastic impermeable insulation is permitted in unvented attics insulation applied to the underside of the roof sheathing,floors in accordance with 2015 IBC Section 1203.3 [not and walls must not exceed 18 inches. The foam plastic must applicable under the 2012 or 2009 IBC]or IRC Section be covered on all surfaces with one mat of DC 315 mating at R806.5[2009-R806.41. an application rate of 88 square feet per gallon [18 mils nominal wet film thickness, 12 mils dry film thickness]. The I. Combustion air is provided in accordance with IMC mating must be applied over the insulation in accordance with (International Mechanical Code)Section 701 [Sections the waling manufacturers instructions and this mpon. 701 and 703]. Surfaces to be coated must be dry, dean, and free of dirt, loose debris and other substances that could interfere with ® " A130 Derry Court•York, PA 17406 ..intertek.com/building/ ILxvm R �.an�a,v�noun� PU.1% ® Code Compliance Research Report CCRR-1009 Page 3 of 4 The insulation may be installed in unvented attics as 5.6 Use of the insulation in areas where the probability of described in this section in accordance with 2015 IBC termite infestation is *very heavy' must be in accordance Section 1203.3 or IRC Section R806.5 (8806.41, when with IRC Section R318.4 or IBC Section 2603.8 (2012 - applied at a minimum thickness of 1 inch. 2603.9][2009-2603.8],as applicable. 4.4.2.2 Application of Insulation without an Intumescent 5.7 Jobsite cerificetion and labeling of the insulation must Coating: Comply with IRC Section N1101.10[2012-N1101.121(2009 - N1101.4] and IECC Sections C303.1 or R303.1 (2009 - In attics and crawlspaces GacdFimStop2 F5001 insulation 303.1)as applicable. may be applied to horizantal, sloped and vertical surfaces including sheathing and structural members. The thickness 5.6 The insulation is produced in Waukesha, Wisconsin, of the foam plastic must not exceed 15 inches (381 mm). under a quality control program with inspections by Intertek The insulation may be installed without prescriptive Ignition Testing Services NA, Inc.(AA-647). barrier required by IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4,or a protective coating. 6.0 EVIDENCE SUBMITTED 4.4.2.3 Use on Attic Floors: 6.1 Reports of tests in accordance with ASTM C518,ASTM E84,ASTM E283,and NFPA 286. The GacoFiri F5001 insulation may be installed exposed (no coating)at a marimum thickness of 15 inches 6.2 Data in accordance with the ICC-ES Acceptance between and over the joists in attic floors. The insulation Criteria for Spray-applied Foam Plastic Insulation (AC 377), must be separated from the interior of the building by dated April 2016,including reports of test in accordance with 1/2 inch gypsum or an approved thermal barrier. The Appendix X. insulation may be installed without prescriptive ignition barrier required by IBC Section 2603 6.1.6 or IRC Section 6.3 Intertek Listing Report •GamFireStoD2 F5001 Som R316.5.3 and R316.5.4 or a protective mating. Applied Poivu ethane Foam Insulation'. 5.0 CONDITIONS OF USE 7.0 IDENTIFICATION GamFireStop2 F5001 spray-applied foam plastic insulation The A and B components of Me insulation are identified with described in this Research Report complies with, or is a the manufacturers name (Gam Western, LLC), address and suitable alternative to, what is specified in those Codes listed telephone number, the product name (GamFireStop2 F5001); in Section 1.0 of this report,Subject to the following conditions: use instructions; the flame spread and smoke-development indices; the lot number; the Intertek Mark and the Code 5.1 Installation must Comply with this Research Report, the Compliance Research Report number(CCRR-1009). manufacturers published installation instructions and the applicable Code. In the event of a Conflict between the 6.0 OTHER CODES manufacturers Instructions and this report, this report govems. This section is not applicable. 5.2 The insulation most be separated from the interior living 9.0 CODE COMPLIANCE RESEARCH REPORT USE space of the building by a thermal barrier as described in 9.1 The approval of building products is Me responsibility of Section 4.3. the Authority Having Jurisdiction. 5.3 The insulation must not exceed the thicknesses noted in 9.2 Code Compliance Research Reports shall not be used Sections 4.3,and 4.4 as applicable. in any manner that implies an endorsement of the product, 5.4 The insulation must be applied by contractors approved material or system by Intertek. by Gam Western,LLC. 9.3 Reference to miles'//bodirect ry Intertek cora is 5.5 The insulation must be installed with a vapor retarder remmmended to ascertain the current version and status when required by the applicable code. of this report. This Code Compliance Research Report["Report')is for the exclusive use of Intimek's Client arta Is provided pursuant to Me agreement between Intertek and its Client.Intertek'.responsibility and liability are limited to the canoe and conditions of the agreement.Intertek assumes he liability to any party,other Man to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report Only the Client a authorized to genii copying or distribution of this Report and then only in its entirety,and the Client shall not use Me Report in a misleading manner Client further agrees and understands that reliance upon Me Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of Me subject andlor product described herein. This Report is not Me Intertek Listing Report covering the subject product and unlined for Intertek Certification and this Report does not reprosant authonzation fw the use of any Intertek cennfiwtion maks.Any use of Me Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in venting by Intertek. rem • 130 Derry Court•York, PA 17406 www intertek.com/building/ �c mw •nn,unoo,nwwr PCA-oo ® Code Compliance Research Report CCRR-1009 Page 4 of 4 TABLE 1 -PROPERTIES EVALUATED PROPERTY IBC SECTION IRC SECTION IECC SECTION Physical properties Not required Not required Not required Surface-burning 2603.3 R316.3 Not applicable characteristics Thermal banierfigniticn 2603.4 R316.4 Not applicable bander Air permeability 1203.3[1301] R806.5 0402.4 (2009-R806.4] R402.4 C303.1.1 N1101.10 C303.1.4 Thermal resistance 1301 N1102 R303.1.1 [1,11101.1, R30301 N1101.121 [303.1.1 and 303.1.2] 'Section numbers refer to 2015 Codes with 2012 and 2009 Codes in parentheses where different TABLE 2-THERMAL RESISTANCE(R Values)''''' THICKNESS(inches) R-VALUE rF. .WBtu) 1 4.1 3.3 13 3.5 14 3.8 15 4 18 5 20 5.5 22 6 24 7 28 7.25 29 7.6 30 8 32 9 35 9.25 36 9.6 38 10 39 11 43 12 47 12.4 49 13 51 14 55 15 59 15.2 60 18 63 'R-values are calculated based on tested K-values at 1 inch and 3.5 inches thicknesses. 3 R-values greater than 10 are rounded to the nearest whole number. 3 To determine R values for thickness not listed: a. Between 1 inch and 3.5 inches can be determined through linear interpolation or b. Greater than 3.5 inches can be calculated based on R=3.94/inch ti130 Derry Court•York, PA 17406 www.intertek.com/building/ i FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method i Pmfi Nam Mdbs Residence Builder Name: OFFICE COPY Street 381 5th St Permit Office'. Atlantic Beach City.State,Zip: Atlantic Beach,FL. Permit Number: Owner Jurisdiction: 261100 Design Locallom FL.MAYPORT_NS County:: D r d(Florida Orange Zone 2) 1. New construction or ex*deg New(Fr.Plans) 9. Wall Types(3525 t sort) mutation Area 2. Bingle family or multiple tamely Sirq*-family Ob.Frame if -Wood,Adjacent R=13.0 19292 fl' its 3. Number M un . ..trip*famry t p.1A R= it, 4. Numberof Bedrooms 4 d.N/A R= In S. Ia this a leaner case) No 10,Ceding Types 1 ) Insulation Nes a.Roof merrted) R=20.0 1703.00 IY 6. camiboncd floor mea adt"oule(W) 2872 b.N/A R= fl CaMiBoned floor ma dMaw grade hi?) 0 c.NIA R. fl' 11.Duos R IF 7. Wirmales(581 8 W) Nea a.Sao tat Floor,Rar let In .AH-. tat Floor 6 194.22 e. U-Faclor 0N, 0.40 581,82 in b.Sup: 2nd Flat,Ret 2nd Floor,AN 2nd Floor 6 179.14 SHGC: SH =o b. U-Facmr NIA fl= 12.Coding systema kBtWhr Efficiency SHGC: a,Central Unit 240 SEER 16.00 c. U-Factor WA fl' b.Central Unit 24.0 SEER 16,00 SHGC: 13.Heating system k8humr ERlo*ncy d. 1.1-Factor WA fl' a.Electric Heat Pump 230 HSK950 SHGC: b.Electric Heat Pump 23.0 HSPF:9.50 Area Weighted Average Overhmg Depth'. 8 089 R. Area Weighted Average SHGC: 0.250 14.Not wa*r systems B. Floor Types (28720 sort) msulafbn Area a.Electric Cap:50 gallons EF:0920 e.Slab-On er0ti rSoEdge Insulation R=0.0 1494.00In b. Conservation features b.Floor Over Omer Space R=0.0 1349.00 fl None a other(sae detaas) R= 29.00 IF 15.Credits None Glass/Floor Area: 0.203 Total Proposed Modified Loads: 69.16 PASS Total Baseline Loads: 81 47 I hereby certify tllat the plans and specifications covered by Review of the plans and OFTNE Srg2e this calculation are In compliance with the Florida Energy specifications covered by this Code. ,rt ,ry o' calculation indicates compliance Qj(.17Aa-,y,N o!E-Ui Ryan B.EIIIe with the Flarida Energy Code. PREPARED BY: __ Before construction is completed - DATE _._.._ FORM R405-2014 PROJECT Tick: Melba Residence Bedrooms: 4 Address Type: Street Address Bull Type: User Conditioned Area 2872 Lot K Omher Tow Stones: 2 BlocidSubDNreion'. 9 of Units: 1 Worst Case: No Pkt9ook: BWMer Name: Rotate Angle: 0 Strcet: 3815th St Ptal Office: Atlantic Beach Cross Ventilation County: Duval Jurisdiction: 261100 Whole House FenCity,Some.Zlp: Aganoo Beach FeelFeType: Single-family FL. NewlEdidng New(From Plans) Dammm, CLIMATE / IECC Design Temp IM Design Ten, House, Design Daily Temp V Design Location TMY Site Zone 975% 25% Winter Summar Degrp Days MoieNre Range FL,MAYPORT NS FL MAYPORT_NS 2 39 W 70 75 1087 61 Medium BLOCKS Number Narita Am Volume 1 Bill 1484 135954 2 Blow 1378 14469 SPACES Number Name Area Volume Kitchen Occupants Sedreoms Intel 10 Finished Gaoled Haiti 1 letFloor 1494 13595.4 Yes a t 1 Yes Vas Yes 2 2nd Floor 1378 14489 No 2 3 1 Yes Yes Yes FLOORS a Floor Type Space Periedes Penmster R-Value Area Joist R-Value Tie Wood Carpet iSlab-On-Gratle Edge lnsustion leFl 17528 0 14941P ___ 0 9 1 2Raised Fli 2nd Float —_ ___ 12K 19 0 0 1 3Fcormer Garage 2ndl Fluor ___ 17 R2 19 0 0 1 4 Floa Oyer Other Space 2nd Fluor ___ ___ 1349 W 0 0 0 1 ROOF Roof Gable Roof Sow SA Emig Emig Deck Pitch V a Type MatarlW NN Arne cow ASwr. Tested Tested Insul. (deg) 1 (3ebkorsnad CompoaNion shmgks 1703M 382W Medium 0.96 No 0.9 No 20 26.6 ATTIC V p Type Vega V&ri Rall in) Area RBS IRCC I Full attic Ummn 0 1523m N N 1113012016 2:12 PM EnergyGaul USA-F1aRes2014 Section R4054.1 Compliant Software Page 2 of 5 FORM R405-2014 CEIUNG # Ceiling Type Space WValue Ins Type Able Framing Free Trwa Type _ 1 Under AXic(Unwnled) 1st Floor 0 Blown 162 IF 011 Week! 2 Under Afte(Unvenled) 2nd Fluor 0 Blown 1541 an 011 Woad WALLS Adjacent Cavity WHOI H"ht $hulling Framer, Sala, Bebe, _l---Oil To Wall Type _. . Space R-Value _Fir In-__Ft In Amo.-_R-Vabre @stlm Al _ 1 8 Etledor Frame-Woad 1st Floor 19 14.7 9.1 133.8W 0.05 0.170000 0 _ 2 E Geral Frame-Wad 1st Floor 13 1.2 9.1 /0.9 R' 0.05 0.170000 0 3 S Gauge Frame-Woad tat Floor 13 20 9.1 16201E 005 0.170000 0 4 E Eatimor Frame-Wood tat Floor 19 25 9.1 2275IF 0.05 0.170000 0 5 N Exterior Frame-Wood tat Floor 19 2.7 9.1 24.6 IF 0.05 0.170000 0 -6 NE Exterior Fannie-Wood tat Floor 19 3.7 9.1 33.7 w 0.05 0.170000 0 7 E Ekbnor Fre.-Wood tat Flow 19 14.3 10.1 141.48 0.05 0.170000 O 8 N Euboor Frame-Wood tat Flay 19 17.3 10.1 1741W 0.05 0.170000 0 9 E Extene, Forme-Wood let Floor 19 12 10.1 121.21E 0.05 0 170D 0 t0 N ExteOor Frame-Wood tat Floor 19 12 10.1 121.210 0.05 0.170000 0 11 W Extedw Frame-Wood tat Floor 19 28.1 10.1 283.68 0.05 0.170000 0 12 W Extender Frame-Wood Tat Floor 19 29.2 9.1 285.74' 0,015 0.170000 0 13 S Extenw Frame-Wood 2M Fluor 19 314 108 329.78' 0.05 0.170000 0 14 E Exlenor Frame-Wood 2M Floor 19 434 10.5 455.7IF 0.05 0.170000 0 15 N Exterior Frame-Wood 2M Finer 19 17.3 10.5 tall OAS 0.170000 0 18 E Exterior Frame-Wad 2M Flow 19 12 10.5 1280V 0.05 0.170000 0 17 N Exterior Frame-Wood 2M Floor 19 14 105 14708' 0.05 0.170000 0 18 W Eiall Frame-WoM 2m,Floor 19 554 10.5 581.78' 005 0.170000 0 WINDOWS OrieMatbn shown is 8e,entered.Fr sed combination j Wall (Weinman V # Omt ID F. Panes NERC U-Facfw SHGG Aree Dept Separaeon Ind Stable Screenir, _ 1 S 1 Vinyl Low-E Double Yea 0.4 0.25 Q.0 T 1.299999 16.2 R 01 Drepea2linds None _ 2 E 4 " low-E Double Yes 0.4 0.25 23.2M 1.2989991]80 in Drepesaiinds Nona _ 3 N 5 Vinyl Low-E Double Yes 0.4 0.25 6,5 IF 29ROm 17R0in Drapes/blinds None _ 4 NE 6 Vinyl law-E Double Yea 0.4 0.25 21.88 52 RDN 11R0In Orepeslblinds None _ 5 E 7 Vinyl Lial Debbie Yes 0.4 0.25 32.4 IF 5.380 in 1.7 R 0 in Orapeslblinds None _ 8 N 8 Vinyl Low-E Double Yes OA 0.25 96.0W /2 RD In 1]R0in Orapes/blinds None _ 7 E 9 Vinyl Low-E Dobbin Yes OA 0.25 1828 22]8011]80In Dspeamhuds None _ 8 N 10 Vinyl Low-E Double Yes 0.4 0.25 24,0 IF 1.28999913 R O in Drapeslblinds None _ 9 W 11 Vinyl Low-E Double Yes 0.4 0.25 1808' 129999922 R O In Drapes/blinds None _ 1D W 12 Vinyl -OW-E Double Yes 0.4 0.25 165W 1299989128 ROi Drapes/blinds None _ 11 W 12 Vinyl Lax-E Double Yes 04 0.25 Q.0W 129989912.6110i OrapeVoinds None _ 12 S 13 Vinyl Low-E Debbie Yes 0.4 0.25 1508 1.29999958 R 0 in Dropes/blinds None 13 S 13 Vinyl Lax-E Debbi Yes 0.4 0.25 1ITS W 12998981.780in Drapes/blmds None _ 14 E 14 Vinyl l.ow-E Debbie Yes 0.4 025 Wit 129999922 R O In DmpesOlinds None _ 15 E 14 Vinyl LaW-E Dabk Yes 0.4 0.25 132 R' 12998992.2 R din Orineslblinds None 18 E 14 V81yl Low{Double Yes 0.4 0.25 8.1 T 1.299998 1.7 R 0 in Drapes/binds No. I 03020182.12 PIA EtergyGauge®USA-FlaRe52014 Section R4054.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Oriental ebawn a Ohe.mased orientation. Wes 0-berg; V N Ornt ID Frame Panes NFRC U-Fac1a. SHGC Ares Depth Separation is Shade Screening 17 N 15 Vinyl Low-E Double Yes 04 0.25 210 W 12ft0ia 17ft0in Drape,blines None 18 N 15 Vinyl Low-E Doul Yes 0.4 0.25 40.St 1280in 1.7ft0in Due,s%Imds None 19 E 16 Vinyl Low-E Double Yes 04 0.25 I&OPP 22.8 ft 0111 It O in Drapeshbtinds None 20 N 17 Vinyl Low-E Double Yes 0.4 0.25 1808 1.29999811E0h Drepes'bsnos None 21 W 18 Vinyl Low-E Double Yes 0.4 0.25 168IF 1.299809 31101n Drapeslbinds None _ 22 W 16 Vinyl Low-E Double Yes 0.4 0.25 8.0IF I.20 AYROIn Drape.Unds None _ 23 W 16 Vinyl Low-E Double Yes 0.4 0.25 US IF 1.3ft0in 2.311l Drapes/blinds None 24 W 18 Vinyl Low-E Double Yes 0.4 025 10.0ft 1,290099 2.3 It 0 in DrapesNNMs None GARAGE N Floor Area Ceisng Area Exposed Was Perimeter Avg.Well HegM Exposed Wall Insulation 1 426 W 426 If 62.9 ft 9.1 it 0 INFILTRATION 9 Scope Methal SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACHlSO) .00031 23M7 128.39 241.46 .2943 5 HEATING SYSTEM A- System Type SuMype ERiciency Capacity Bock Ducta 1 Electric Heat Pump None HSPF 95 23 kB(Whr i sysN1 2 Electric Heat Pump Nora HSPF:9.5 23 k81Whr 2 syef12 COOLING SYSTEM a System Type Subtypes Efficiency capon, Air Flow SHR Block Ducts 1 Central Unit Nene SEER,16 24 k8N/hr 720 cfm 075 1 sysal 2 Central Unit None SEER: 16 24 k81uRe 720 cfm 075 2 sysa2 HOT WATER SYSTEM Va .System Type SubType Locacn EF Cap Use _. Se1Pnt . ..Conservation 1 Elecidc None Garal 092 50 gal 70 gal 120 deg Nape SOLAR HOT WATER SYSTEM FSEC Calocor Storage Cert a Company Name System Model Is CN lackn Nil# Area Volume FEF None None _. _.. _. 11130/2016 2:12 PM Ener9yGaugedil USA-FlaRes2014 Section R4054.1 Co Nuyrt Soflwers Page 4 of 5 FORM R405-2014 DUCTS / --Supply-- --Return Air CRh425 CFM25 HVACtt V 8 Localkw R-Value Area !coalition Are, Leakage Type Handler TOT OUT ON RLF Heat Cool 1 let Roca 8 1".22f 1st RaV 74 IF Detaull Leakage tat Floor (Default)clDepcwt)c t t 2 2ntl Floor 6 179.14 f 2nd Floor 68.9IF Default Leekege 2W Flow (DVV t)c(DekuB)c 2 2 TEMPERATURES Programabk ThermosYW None (( ,� (( �� Ceiliig M.Fans'. %J0777 �DD�(077� II1 pl7��py 'D01 Heating (x)Jan l Feb X Mer [ 7 A l I MaY `Xl Jun I ]Jul ) ]Aug `XI SP Oct �ilJ Npy ' 7 Dec c Dec VenUrg 7 Jan I 1 Feb IXI Mar II�XII 111 t __—— _... Themmatet Schedule: HERS 2(X16 Rekrenw Haus Schedule Type 1 2 3 4 S 8 7 8 9 10 11 12 Cooling(WD) AM 76 76 78 78 78 78 ft 78 78 78 78 78 1 PM 78 78 78 78 76 78 78 78 78 78 78 Cooling(WEN) AM 7878 78 78 78 78 78 78 78 78 78 78 PM 78 %8 78 78 78 78 78 78 78 78 78 78 HeaBng(WD) tt 66 669 686B 68 66 68 68 68 68 HeMMg(WEH) AM 88 68 68 68 68 IS 68 68 68 68 68 88 N 88 66 68 66 60 68 68 58 fib 6B 11/3X2(1162 12PM EneMyGauge®USA-FlsRes2014 Section R40 4 1 Complknt Software Page 5 of 5 FORM R405-2UI4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 85 The lower the EnergyPerformance Index,the more efficient the home. 381 5th St, Atlantic Beach, FL, 1. New construction or existing Plow(From Plans) 9, Wail Types Insulation Area 2 Single partly or multiple family Sirge-famlly a.Frame-Wx4 Eitaft R=190 3332.10W b.Frame-Wood,Miscarry R=130 192.92IF 3. Number of units,9 multiple family 1 c.NIA R= ft 4. Number of aedaans 4 d.NIA R= M 5. Is this a secret mase? No 10.Cv1m,Types Insulation free a.Roof Deck(Uneximad) R=2a.0 1703.00 R 6. CaWond rl itieccr area(W) 2872 b.NIA R= 6' 7_ Mosses— paeumpon prem c.NIA R• W a. U-Factor Cial UPD.40 581.92 R 11.Ducts R R $NGC: SHG"25 a.Sup:tat Floor,Ret:1st Floor AH'.rat Floor 6 194.22 to Sup: 2rcl Floor,Ret:2nd Floor,AH:2nd Floor 6 179.14 b. U-Factor NIA M1' SHGC: 12.Cooling systema ketWhr Efficiency, a WFactor. WA rt' a,Central Ung 24.0 SEER 16 SHGC: b.Central Unit 24.0 SEER:1800 III. jr-Facer NIA W 13.Heating systems reciter Efrciency SHGC: Area W"IntM Average Overhang Does. 6.069 k a.Electric Heat Pump 23.0 HSPF:e50 b.Electric Heat Pump 23.0 HSPF250 Area Weighted Average SHGC' 0250 B. Floor Types Insulation Amo 14.Hot water systems a.Slab-On-Cade Edge Insuiaturn Ric 14N W 8' a.Electric �'S0 F: EF:M 0.92 b.Floor neer GMer Space R=G.O 1349.0011' b. Coneersapon kslures a omen(see deUils) R= 29.00 e' Nore None I certify that this home has complied with the Florida Env .tcy Code for Building SHa9T� Construction through the above energy saving feature .1 be installed(or exceeded) in this home before final inspection. Otherwise,a rev splay Card will be completed y41" (x# '"•n based on installed Code compltant features. Builder Signature: j ,Q/[J� Date: Address of New Home: 381 i1tv tatty/FL Zip: 32,213 ... •+ry�OD � 4 NTi 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at enargygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Flonda Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1113012016 2'.12 PM EmrgyGeugea USA-Flafu,0014 -section R406.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 381 bon St Permit NambH: 7 AdeWc Beach,FL. MANDATORY REQUIREMENTS gee individual code sections for fun details. X 41.3 Energy performance Level(EPL)display card(Mandarory). The building official shall require that an energy performance level(EPL)display card be completed and compact by IM builder to be accurate and correct before final approval of Me building he occupancy.Florida law[Section 553 9085, Floods Statues]requires the EPL display card to be included as an addendum to each sales contract for Win preeoid and nonpresold residential buildings. The EPL display card contains information Indicating the energy performance level and ettwiencies of components installed in a dwelling unit.The building official shall verify mat the EPL display card completed and signed by the Wider accurately reflects the plans and spedficatir no Submitted to demonstrate compliance for the building.A copy of the EPL repay card can be found in Appendix C. X Rapti Air leakage(Mandatary). The Waiting thennal enveope shall be contacted to limit air leakage in accordance with the requirements of Sections Fblyc 1 through R402 4 4. X 8402.0.1 Building themlal envelope. The budding ihemwl envelope shat comply with Sections 11114.1.1 and R402 4.1.2.The sealing methods between dissimilar materials shall allow for dlfferanfiei expansion and contraction. • R402.4.1.1 Installetlon.The components of the building thermal envelope as listed in Table R402 4.1.1 shall be installed in accordance who the manufacturers iostrudlons and may critera listed in Table 4024.1.1,85 appfcable to Roo method of construction. Where required by the code offKWl,an approved third parry small inspect all components and vend,compliance. R402d.i.2 Testing. The bolding or dweffi g unit shat M tested and verifietl as Waving an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shat W conducted with a blower door at a pressure of 0.2 inches w.g.(W Pascals).Where raquiral by me code official,testing shat M conducted by an approved third parry.A written mppd of the results of the lest shall W signed by me party conducting the test and provided to the code official.Testing small be perfomred of any time after creation of all composWns of the building thermal envelope. Dueng heading: I.Exedor windows and doors,fireplace and alove doors shall be ranked,but not sealed,beyond me intended weatherstripping or other infimation comrd measures, 2.Dampers including exhaust,intake,makeup air,backdraft and flue Memory shall W closed,but net sealed beyond intended infiltration control measures; 3.Interior doorsif installed at me time of the test.shall M all 4.Exoenor doors for continuous emission systems and heat recovery vemAalor6 shall W closed and sealed, 5.Heating and cooling systems.0 Mounted at the time of the fast,shall be turned off:and 6.Supply and return registers.,f installed at the time of the test,shall he fully open. X R402.4.2 Frspiaces.New wood burning fireplaces shall have fight-fittingflue dampers and outdoor combustion air. X R402.0.3 Fematration air IeakageWindows,skylights ala slaing glass doors shall have an air iff Notion rate of m more man 0.3 chit per square foot(1.5 Us/m2),and swinging doers no more man 0.5 cfm per square fact(2.6 Usftyi when tested according to NFRC 400 or AAMANYDMNCSA 101113E A440 by an accredited,independent laboratory and listed and lobated by Was manufacturer. Exception: Ste-bu I1 windowte.skylights and doors. X 8402.4.4 Recessed lighting Recessed luminaires instated in the building thermal enveape shad be aimed to limit air leakage between conditioned and unconditioned spaces.All rexama s!luminaires shall be IC-rai antl labeled as hexing an air leakage rete not more than 2.0 elm(0.944 Usj when tested in acceptance wlfh ASTM E 283 at a 157 lost(75 Pa)pressure CMereobai.All recessed luminaires shall be sealed wish a gasket or caulk between fire housing and We interior wall or ceiling covering. X R403.1.1 Thermostat pmvison(Mandatory)AL latest am Enumoslat shall be provided breach separate Meting and coding system. X R403.1.1 Neat pump supplementary heat(Mendatory)Hest pumps having suppdm Ory elso io-resistance heat stall have contrce that, except during dehost,prevent supplemental heal operation when the heat pump compressor can meet me heating dad. X R403.2.2 Sealing(Mmdatorl*f ducts.air handers,and filter boxes and Wilding cavibes Met form me primary air containment peseageways far air distribution aystems shall W considered duchy and plenum chunbem,shall be constructed and sealed In accordance with Section C403.2 7.2 of me Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or mugoin testing Mow. Duct lighthouse shall W venMll by rasing to Section 803 of the RESNET Standards by either an energy riser oer0fad in accordance who Social 553 99,Folds Statutes,or as authorized by Favids Statues,m be'substanially leak free'by either of the following. 1. Post-consbucfion test Total leakage shall be less than or equal to 4 chit(113 Umin)per 100 square feet(9.29 m2)of cphoitioned noon area when rested at a pressure diffenenbe,of 0.1 inches w.g.(25 Pa)across the entire system,Including the memRav1wer s air handier enclosure.Al register hoots shall be taped or otherwise sealed during the test. 2. Rough-in test Total leakage shall be less manor equal d 4 cfm(113 Umin)per 1 W square set(9.29 m2)of conditioned fimr area when tested at a pressure differential of 0.1 inches wig.(25Pa)across the system,including the manufacturers air handier enclosure.All registers shall be taped or otherwise seised during the test If lore as ifander is not installed at the time of the test,teal leakage shall be less than or equal to 3 do(85 Uri per 100 square feet g 29 11 of caltlitlOfwd floor area. Exceptions' 1. Time total sak sto last Is nor required for ducts and air handlers located entirely world the balding envelope. 2. Dud Waring is not mandatory for buildings complying by Section 8403 of this code. 1113020162:12 PM EnergyGauge USA-FlaRes2014 -Section R405 4A Compo page of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Bugling Cavities(Mandatory). Building framing cavities Shall not be used as ducts or plenums. X R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 10-F(4PC)or below 5$-F(13°C)shall be insulated to a minimum of R-3.. RW3.3.1 Promotion of piping insulation. ❑ 111403A.1 Circulahng hot water,systems(Mandatary). Circulating hat water systema he b,p w1dev]with an automatic or readily accessible manual switch Nat can turn off the hot-water circulating pump when the system is not in use. X 11403.4 3 Heat baps(Mandatory}. Storage water hestere not equipped with integral heat haps and having vertical pipe risers shall have heat traps installed on bot the inlets role outlets External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'4 inches(89 mm)in the hot water distribution Me and cold weer line located as dose as possible to me storage tank. X R403.4.4 Water heater eficiencies(Mandatory). X 11403.4.4.1 Storage water heater temperature controls R403,4.4.1.1 Automabc controls. Service water mail systems and be equipped with automatic lempetature Cpntrols capable of adrystment from the lowest ho the highest acceptable temperature Saudis for Me intended use.The minimum temperature seting range shall be from 100r TO 140-F(38-C to 60°C). R403.4.4.1.2 Shut down. A separate switch ora dearly marks/circuit breaker shall be proade l to permit the power supplied to electric service systems to be turned o6.A Separate varve shell be Provided to permit the energy supplied to the mein purner(s)of combustion types of service water beating systems to be turned off. X R403.4.4.2 Weer treating equipment. Water heat,equipment Instated in residential units shall meet the minimum efficiencies of Table C4041 in Chapter 4 of Me Fpritla Sued g Cole,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as pan of a combination system shall todsty,all some requirements for the appropriate water heating category. Solar water heaters shall met Me criteria Section R403.4 42.1. 11403.44.2.1 Solar water heating systems.5olar systema for domestic hot water production are muted by Me annual solar energy factor of the system.The soler energy factor of a system shall be determined from Me Florida Solar Energy Canter Directory of CMM Solar Systems.Sitar collectors shall be tested in accordance with ISO Standard 9806,Teat Methods for Solar Collectors.and SRCC Standard TM-1.Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water mating systems should meet me following clteria 1. he Installed with a tie angle between 10 degrees and 40 degrees of the hoMrantai;and 2. Be installed at an odemetidn within 45 degrees of tme scum. ❑ R403.5 Machanbat ventilation(Mandatory). The bulking shall be provided with w otilafion Mat meets the requirements of the Florida Building Code.Residential or Florida Building Code.Mechanical,as applicable,or with other approved means of ventilation.Outdoor air Intakes and exhausts shall have automatic or gravid,dampers that close when the weMaam n system is not operaling. x R403.6 Heating and cooling equipment(Mandatory). The flowing Sections are mandatory farcquing and heating equipment. X R43.6.1 Equipment Sizing. Heating and cooling equipment Shall be szed in accordance wit ACCA Manual S based an" equipment loads calculated in accordance with ACCA Mandan J or other approved he i and coding calculation methodologies,based on building bads for the diradional mentation of the builGng.The manufacturer and modal number of the outdoor ark indoor units(if split system)and be submitted along with the sensible and bel cooling capacities at the design complains described In Second R302.1. This code does not allow designer safety factors,provisions for Mrs expsnsbn or other factors which affect equipment sizing System sizing calculations shall not include bads meated by local intermittent mechanical ventilation such as Standard kitchen and bamroem eehaust systems. R403.6.1A Cooling equipment capacHy. Coding only equipment shall be Selected so that its total capacity is not less than the calculated IoW paid,but not more than 1.15 times greater than Me total loaf calculate)=cording te the procedure Selected in Section 4036,or Me closest available size provided by the manufacturer a product lines.The corresponding latent capacity of me equipment shall not be less Man the calculatetl latent maid. 11=h016 2:12 PM EnaryyGauge&USA-FlaRes2014 �Section R405 4A Compii Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.6.1.1 Cooling equipmen[capauty.(continued) The published valuator AHRl total capacity is a noninal,rating-leslvalusand shall not M used for equipmwnt siting.Manufactures expanded performance data shall M used to select cooling-0nly equipment This selection shall be used to sdttt curling-only equipment This selection all M based on the outdoor design dry bub temperature for the laded calculation(or entering water temperature for water-source egmpmenj the blower oft provided by the expanded performance data,the design value for enterer, wet bulb temperature and the design value fm entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature Mall be for the indoor dry bulb and Toledo humidity used for the load calculation and shall be adjusted be return at&gains if the return ducts)is installed in an mxonditiorretl space. Exceptions: 1. Attached single-and mdSf mily residential equipment sing may be selected an that its coding capacity m less than tat calculated total wrens bed btu hot lass man 80 percent of that load. 2. When signed and eased by a Fonda-registered enghaer,in attached rings-and mull-family units,the capacity of equipment may be sized in accordance with good design practice. X R403.6.1.2 Healing equipment capacity R403.6.1.2.1 Heat pumps. Had pumps sling shag M based on me cooling requlements as calculated according M Section R403 8.1.1 and the heat pump toll cooling capacity shall not he math than 1.15 times greater man me design cooling bad. 11403.6.1.2.2 ElecMc haiMance furnaces. Elclic resistance funds ceashall be ward major 4 kW of the cosign requirements calculated according to the procedure seleuM m Seaton 8403.6.1. 8403.6.1.2.3 Fossil fuel healing equipment The capacity of fossil fuel heatingeguipmentwith ruural dratatmosphenc burners shall hos M less than the design lead calculated in accordance with Semon R4036.1. X 8403.6.1.3 Extra capacity required for special mcernet Residences requtdng excess Cooling or heating equipment capacityon m intertnillent basis,such as anticipated edeiponal loads caused by major aMedainment events,shall have equipment wed or controlled tot prevent continuous space cooling or heating within that space by one Or more of the fallowing colons: 1. A separate cooltg or beating system is utilized to provuh,cooling or heating to the major entertainment areas. 2. A window capacity system smac for optimum performance during base load periods is oilmen. ❑ R403.7 Syahms serving multiple dwelling unit(Mandalmy). Systems serving mubple dwelling units shall comply with SeOono C403 and Ca04 of the Commercial Frontons in lieu of Section R403. ❑ R403.8 Show melt system controls(Mandatory). Snow and woman ng systems.suppled through energy satwce to the building,shall include aulm e c controls capable of 0utfing off the system when the pavement lmPe m is above 55°F,and no precipitation is tMm and an auiomi or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,ingr nd Notes and pmlble spas(Mandatory). The energy requirements for residential podia ant inground spas shall be as spenflu d In Sedbns R403.0.1 through R403.9.3 and in accordance with ANSVAPSP-15.The energy requlremenls for portable spas Mall M in accordance with ANSI/APSP-i4. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted oNsde the heater to allow shall off the heater without adjusting the thermostat setting. lit" .i.1 Gas and dunned pool and apo hearten. All gas and oilfired pad and space headers Mall have a minimum flrermal efficiency of 82 percent for Mateo manufactured an in after Aml 16.2013 when tested in acccam nce with ANSI 2 21 56.Pool Meters fired by refusal gas or LP as Mall tot here cormubusty burning pilot light. 8403.9.1.2 Neat pump pool heals. Heat pump pool heaters shall have a minimum COP of 4 0 when Maid in accordance with AHRI 1160,Table 2,Standard RaOg Condilons-Low Air Temperature.A lest repbd from an independent taboufury l requiretl to verify procedure compliance.Geothermal swimming pool Mat pumps are on requiretl to meet Nie standard. O R403.9.2 Time ewdches. Time switches or other control metlmd that can automatically firm offend on beaters and pumps according me preset schedule sinal be installed an all heeten and pumps.Heals,pumps and Motors that have built in omen shall be deemed in compliance with this equipment. Exceptions: • 1. Whore public health standards require 24hour pump opanlons. 2. Where pumps are required to names abler-and waste-Mat-recovery and Malng systems. 3. Whore pumps are powered exclusively from bout a renewable generation. O R403.9.3 Covers. Holed swimming pools and demand Permanently Installed spas shall be equipped whin a vapor-retaMant cover on or at he water surface or a Ipub cover or other means proven to reduce beat loss. Exception: Ouhbor pods deming over 70 percent of the anergy for heatitg hen site-recovered energy,such as a heat pump or solr energy sourcecomputed ever an operating season. X RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently supplied throng fixtures shall be dghemcacy lamps or a minimum of 75 percent of permanently Installed lghlrg fixtures 0811 contain Doty high efficacy lamps. Exception: Low-vo0age lighfing shall hot he required tri utilize hghefrrcecy lamps. O 8404.1.1 Lighting equipment(Mandatory). Fuel gas ligMN systems shall not have continuously burning pilot lights X R405.2 PerformanceONLY. All ducts not erNrely inside the building therm w snwbpe shall be insulted TO a minimum of R-6. X 8405.2.1 Performance ONLY. George shall have minimum imulawn of R-19.Where single aesemby of tat exposed deck and beam"or concrete deck more do not have sufficient spam..R-10 is allowed 11/30;2016 212 PM EnergyGaul USA-FlaRee2014 -Section R405.4.1 Oomph Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Nome: Mi Reap®nCe Builder Naxi Street 381 sit,St Parris o e.- Atlantic Beach CRY,State,Zip: Atlantic Bomb,FL, Peri Number Owner. Jurisdiction: 261100 Design Location: FL,MAYPORT NS COMPONENT CRITERIA CHECK Air harder and thermal barter A continuous air barrier shalt be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. X Snake or joints in the air banner shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceilinglattic The air barrier in any dropped ceilinglsoffit shall be aligned with the insulation and any gaps in the air tamer shall be sealed. X Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. X 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 doom The space between windowJdoor jambs and framing and skylights and X Rim joists Rim joists are insulated and include an air barrier, X Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. X 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 crawlspece walls. X Exposed earth in unvented crawl spaces shall be covered with a Class Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or X unconditioned space shall be sealed. Narrow Cavities Betts in narrow cavities shall W cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity X spaces, Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed tight fixtures installed in the building thermal envelope shall be X air tight, IC rated,and sealed to the kywali. Plumbing and wiring Bern insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to X available space shall extend behind piping and wiring. Showerftub on exterior wall Exterior walls adjacem w showers and tubs shall be insulated and the air X barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. X HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 11130120162:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Pagel oft + wrightsoft Project Summary Joh. First Floor Date: 11W6 By; M.Ellis Energy Design Systems, Inc. it)[i&atly Ra..hckamxik.FL 33129 PMia.901-26&3670 F. --2983620 E.1 etlaps�pmtil cora Project Information For: Melba Residence 381 5th St,Atlantic Beach, FL Notes: Desicin Information Weather Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 °F Inside db 68 'F Inside db 75 'F Design TO 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18246 Brun Structure 19336 Stuh Ducts 0 Stith Ducts 0 Btuh Central vent(0 cfm) 0 Binh Central vent(0 cfm) 0 Btuh Humidification 0 Bt It Blower 0 Btuh Piping 0 Stub Equipment load 18246 Btuh Use manufacturers data y Rete/swing multiplier 1.00 Infiltration Equipment 8!SJDBtUh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1836 Btuh Ducts 0 Btuh Heats cooling Central vent 0 efmj Btuh Area(it') 1494 1493 Equipment n QH�Btuh Volume 1111 13595 13595 Air changeslhour 0.36 0.16 F.9S_ a roto �Md Qi772�tuh Equiv.AVF (cfm) 82 36 Req. total capacity at 0.80 SHR -Zb On Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI... Model DSZC160241A Cord DSZC160241A AHRI ref 4392819 Coil CAUF3636C6D AHRI ref 4392819 Efficiency 9.5 HSPF Efficiency 125 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 23000 Stub @ 47-F Latent coding 7200 Stub Temperature rise 26 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.044 cfrNBtuh Air flow factor 0.041 cWBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Backup Capacity balance point = 32-F Input=5 kW, Output = 16290 Btuh, 700 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2016-Wr30 14:17 25 9 aith St.An Uckese C. IT aS I.t ntaI nual J�Melba Residence,361 a�br,MI&Rrv0 UIc=MJB imN Darbcea: S .* 9 Project Summary Jot wri htsoft 1 J Date: 11118 Second Floor 9y: M.Ellis Energy Design Systems,Inc. 1172713taft RQ Acksa fle,FL=3Phme'.904�ZlrM70 Fe,9M.26a3670 Errol ers,axttgrrwlw Projectf For. Melba Residence 381 5th St,Atlantic Beach, FL Notes: Designf r Weather: Maypod Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 F Outside db 94 'F Inside db 68 `F Inside db 75 °F Design TO 30 `F Design TO 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13890 Btuh structure 18606 Stun Ducts 0 Btuh Ducts 0 Etch Central vent(0 cfm) 0 Brun Central vent (0 cfm) 0 Stub Humidification 0 Btuh Blower 0 Btuh Piping 0 Etch Equipment load 13890 Brun Use manufacturer's data y Ratelswing multiplier 1.0) Infiltration E 190B>Btuh Method simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2322 Btuh Ducts 0 Btuh Area ff Hall Cooling Central vent 0 cfm) 0 Bum Volume(ff') 1446889 1 69 E ui S Btuh Air changesihour 0.36 0.16 ��ui�ment totally �fl2 Btuh Equiv.AVF(cfm) 88 39 Req. lofty at 0.77 SHR 2.0 tai Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI... Model DSZC160241A Cond DSZC160241A AHRI ref 4392819 Coil CAUF3636C6D AHRI ref 4392819 Efficiency 9.5 HSPF Efficiency 12.5 EER, 16 SEER Heating input Sensible coding 16800 Btuh Heating output 23000 Btuh @ 47"F Latent cooling 7200 Stub Temperature rise 26 °F Total cooling 24000 stub Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.058 cf"Bluh Air flaw factor 0.043 c1m78tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostatLoad sensible heat ratio 0.89 Capacity balance point= 24'F Backup: Input=4 kW, Output= 12535 Stub, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsoft` a11FMr.30141725 R�IS.A�un,ersaI W1717 0 04 R611g15] Pace 2 nuaI JMNOe ResMenof.38151061,Ail9cftrvp Cak=MA Front�mr 6cas S +�+ wrightsoft Manual S Compliance Report '°b First Floor Date 1111/16 By: M.Ellis Energy Design Systems, Inc. 11121 BRdy Rd.Avilideala,Fl-3=3 Nxtru, 901-] 3070 Fs:901-1063570 Fm,.eea.p4gd_l com Project Information For: Melba Residence 381 5th St,Atlantic Beach, FL Cooling Design Conditions Outdoor design DB: 94.47 Sensible gain: 19336 Stun Entering coil DB: 75.0-F Outdoor design WB: 77.4-F Latent gain: 1836 Stub Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 21172 Btuh Indoor RH. 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Goodman Mfg. Model: DSZC160241A+CAUF3636CSO Actual airflow: 800 cfm Sensible capacity: 17760 Suit 92%of load Latent capacity: 6240 Stub 3400/of load Total capacity: 24000 Btuh 113%of load SHR: 74% Heating Equipment Design Conditions Outdoor design OB: 38.1°F Heat loss.- 18246 Btuh Entering coil DB: 68.0-F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer Goodman Mfg. Model: DSZC160241A+CAUF3636C6D Actual airflow: 800 cfm Output capacity: 23000 Btuh 126%of load Capacity balance: 32 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elm strip Manufacturer: Model: Actual airflow: am cfm Output capacity. 4.8 kW 89%of load Temp. nse: 50 °F The above equipment was selected in accordance with ACCA Manual S. . . 161631401•wri htrOft` Rp0Sa•U..1a117170o4RSU17457 RaCai M1'.I�ReeMMp4 361 Ap SI,NI aohNp Cak=MA Fm t Dea We, a wri htsofY Manual S Compliance Report Job 9 Date: 1112 Second Floor By: Wall Energy Design Systems, Inc. 11727&atyad,A k¢Wab.FLUMP1 90i-18&3670 Fek:W42 3670 E-1 M¢.N�$9lmlLcwn Project Information For: Melba Residence 381 5th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4=F Sensible gain: 18606 Btuh Entering coil DB: 75.0°F Outdoor design We 77.4'F Latent gain: 2322 Btuh Entering coil WB: 62.5"F Indoor design DB: 75.0'F Total gain: 20928 Stuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split ASHP Manufacturer: Goodman Mfg. Model: DSZC160241A+CAUF3636C6D Actual airflow: 800 cfm Sensible capacity: 17760 Btuh 95%of load / Latent capacity. 6240 Btuh 269%of load 1/ Total capacity: 24000 Btuh 115%of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 38,17 Heat lass: 13890 Bum Entering coil DB: 68.0"F Indoor design De 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenitype: Split ASHP Manufacture[ Goodman Mfg. Model: DSZC160241A+CAUF3636C6D Actual all 800 cfm Output capacity: 23000 Btuh 166%of lead Capacity balance: 24 'F Supplemental heat required: 0 Shim Economic balance: -99 "F Backup equipment type: Elec strip Manufacturer Madel: Actual airflow: 800 cfm Output capacity: 3.7 kW 90%of load Temp. rise: 50 'F The above equipment was selected in accordance with RCCA Manual S. WrIghtlill 14 a m. zolaw.36 fa10 q SWeA pnmme¢IMP 1I O.00 RSUt7157 4200e2 2 n 11M..Re¢i0tm 381Nhst.Nlaobtup cele=M.a FrmfnmT ea. a N f 1st Floor 131 cfm 7 " cfm 4 7 „ 83 cfm 12 " 7 ' ��A� "'wl 64 cfm 4 " b " 14 " 70 cfm 117 cfm 80 cfm Job #: Exclusively for the Use of: scale:164 Performed for page 1 Rgh6Sule@ Un wise 2017 3N 91n S: - 17.0.04 RSU17457 .r,anirc Be, 2016NP,30 14:18:32 silence,381 5th St,AU Bc h rup 2nd Floor 45 cfm 4 „ 6 „ 12 " .. 12 " 16 12 " U 242 75 cfm 75 dm 275 cfm 8 „ 12 " 63 cfm 63 cfm 6 „ 61 4 ., 57 cfm s 54 cfm�l 13 cfm 113 cfm 137 cfm �+ 4 �� 41 cfm Job #' Exclusively for the use of: scale tea Performed for: Faget 61e ba Res ds, Bacca ,t,54i1 Right SuAe@ Unwrsal2017 361 5th St 17.0.04 RSU17457 Atantc Beach. Ft 2016-W,3014:18:32 sdenee,381 5th SI,At'kh rup + wrightwft. Duct System Summary Job:e: Ist Floor By: Exclusively for the use of: awcn xemv.a aR Project Information For, Melba Residence 381 5th St,Atlantic Beach, FL Hea0ng Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure lasses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.050/0,050 in H2O U501 0.050 in H2O Lowest friction rate 0.064 iN100ft 0.084 in/100ft Actual air flow We cfm 800 cfm Total effective length(TEL) 155 ft Supply Branch Detail Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Nsme (Btuh) (cfm) (cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk emus h 3248 91 89 0,068 4.0 0x0 V1Fx 37.8 110.0 94 owro c 3886 101 104 0.090 7.0 Ox 0 VIFx 21.5 90.0 st3 c+am R. h 2988 83 83 0.069 7.0 Ox 0 VIFx 34.8 110.0 st4 orex Raw.n h 2968 83 83 0.065 7.0 Ox 0 VIFx 44.8 110.0 s14 c 2379 62 64 0.090 7.0 Ox 0 VIFx 21.5 90.0 st3 zeownr, c 2379 62 64 0.082 7.0 Ox 0 Wx 31.4 900 '13 ranmy h 2508 70 69 0.082 4.0 Ox 0 VIFx 32.2 90.0 st3 Bu. h 4182 117 117 0.083 CO Ox 0 VIFx 30.3 90.0 st3 Tmw Daae h 4657 131 128 0.064 7.01 Oxo 1 VIFx 45.3 110.0 st4 DetailSupply Trunk Trunk Htg CID I Design Veloc Dim H x W Duct Name Type (cftn) (cfm) FR (ipm) (in) (in) Material Trunk st4 Peak AVF 388 383 0.064 494 120 0 x 0 VinlFlx st3 st3 Peak AVF 800 800 0.064 746 14.0 0 x 0 VinlFlx Detail Gell Htg Clg TEL Design Veloc Diam H z W Stud/Jolst Duct Name Size(in) (cfm) (ofm) (ft) FR (fpm) (in) (in) Opening(n) Mail Trunk rb2 Ox 0 1 800 800 0 1 0 0 0 Oz 0 1 VIFx aew'wB vow am awn nwrwry wwrYWn + Wrlghtsot Romswea UMwulxM]tl.S.00 RSUtt43] 1016Ncv.?O u.I8.t5 AM ar mW MAIwM Rngsce.381$M SI.M aC11,y1 CW=MPo hwn. S wrightsoft• Duct System Summary one 2nd Floor BY. Exclusively for the use of: aacw Walpq 8Pv Project Informatiori Fa- Melba Residence 381 5th St,Atlantic Beach, FL Heading Cooling External state pressure 0.10 in H2O 0.10 in H2O Pressure lasses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.061 /0.039 in H2O c061 10.039 in H2O Lowest friction rate 0.051 inll00t 0.051 in/100ft Actual air flaw 800 cfm 800 cfm Total effective length(TEL) 196 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Bluh) (c5n) (CIM) FR (i n) (in) Mail Ln(8) Ln(t) Trunk sahz h 1473 41 41 0.051 4.0 Oxo vik 29.9 90.0 sit eMx 3 h 2021 57 56 0.051 4.0 Ox 0 Wit 30.0 90.0 Wil Red 2A h 4912 137 137 0.055 6.0 Ox o MR 22.6 90.0 all stens h 4033 113 112 0.051 6.0 Ox 0 VIFx 29.3 90.0 sit Cavet. c 2349 61 63 0.055 6.0 Ox 0 VIR 21.3 90.0 91 c nle Lax A c 2349 61 63 0.053 6.0 Ox 0 VIFx 25.8 90.0 stn Meet.Dain h 5170 145 144 0.054 6.0 Oxo VIFx 22.6 90.0 st2 Master Ben c 2785 74 75 0.057 7.0 Ox 0 VIFx 17.1 90.0 st2 Master BMA c 2785 74 75 0.054 7.0 Oxo VIFx 24.4 WO st2 TWO In 1274 36 35 0.053 4.0 Oxo VIFx 24.8 9010 st2 Supply Trunk Detail Trunk Hill Clg Design Veloc Diann H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stn Peak AVF 471 472 0.051 601 12A 0 x 0 VinlFIx st2 Peak AVF 329 328 0.053 419 12.0 0 x 0 VinlFlx eoaaMe vaewa neva x.sa av,uvp-a.ruan � 201 na.3014.18,15 wr{ryht Ofr agnt-sunk unarael 201]1111.09 usut 1451 Pave 'C'ffk nuN D\Melm Reald-,bt 5th SI.All&h.me Calc-MA laces 5 Return Branch Detail Coll Htg Clg TEL Design %Wm Dim H z W StuNJdst Duct Name Size(n) (cfm) I (cfm) (11) FR (fpm) (in) (n) Opening(in) Matt Tmnk rb4 Oz 0 154 153 71' 0,051 441 &0 0x 0 VIFx rti rb5 Ox 131 130 Ti4 0.053 375 8.0 Ox 0 VIFz rti 63 Ox 0 273 275 51.3 0.063 350 17.0 Ox 0 VIFx rti 66 Ox 0 242 242 61.3 0,063 306 f2.0 Ox 0 VIFx rti Return Trunk Detail Table Htg Clg Design Veloc Diem H z W Duct Na Type (cfm) (efm) FR (fpm) lin) (in) Material Tmnk rti peek AVF fi0D 800 0.051 573 160 0 z 0 VinS, wrigflt5OfC ggpl.Sueem unnRaei zov liaw Rsm(Hi! —1 MMON ReIitl ce,]815th$1,AO GIh mp Cak-We bIb 3 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page) and an input summary checklist that can be used for FmId verification (usually 4 pagealmay be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrer and Insulation Inspection Component Criteria checklist(Table R402.4.1.1- one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnvGw011I9N20192:1321 PAI -VsRcsa v5.1 Page 1 V 1 r �A Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek$ RE: A 60645- Melba Residence MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,Fl-33610-4115 Customer Info: Preferred Bldrs Project Name: Melba Residence Model: Lot/Block: 36 Subdivision: Address: 361 5th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: Jesse Janneffe License#: 78623 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 65 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date !€ T�I 1 _ 710177817 F01 1/&17 18 770177834 BOt 17 5 a 2 LT1017781B1 F02 1/6/17 19 17101776351 B02 1116117 zo r �(I 3 - T10177819 F03 1/6/17 20 T10177836 B03 1/6/17 € s„ 4 1710177820 1 F05 1/6117 21 710177837 I B04 I 1/6/17 5 T10177821 F06 1/6/17 22 T10177838 B05 1/6/17 6 IT101778221FOGA 1/8/17 23 T10177839 BOB 1/6/17 7 T10177823 F07 1017 24 770177640 C01 1/6/17 1 '� f•Y s s R o 8 710177824 FOB 1/6/17 25 710177841 CO2 1/6/17 It _ € 0 ❑ 0 9 710177825 109 1/6/17 28 770177842 CO3 1/6/17 i ` .- /0 IT10177826 F70 1/8/17 27 770177843 C04 1/6/17 a E 11 T10177827 Fit 1/6/17 28 T10177M CO5 1/6/17 o z s :u z N E 12 1Tro177828 F12 11/6/17 j29 17101776451 Out 1118/17 Wp 113 17101778291 let 3 111/6/17 130 T10177B461 D02 1/6/17 ? gag•- a `o s 14 T10177830 F74 1/6/17 131 1710177847 E01 11/8/17 0 0 15 770177831 F15 1!6117 32 770177848 E02 1M✓17 - 16 710177832 A01 1/&17 33 T10177849 E03 1/&17 :$s e ❑ ❑ B' 117 7101778331 A02 1/6/17 34 710177850 E04 1116/17 11 1 IIII The truss g SA,Inc.under my direct supervision based n the parameteMiTek rs provided by Manning Building Supplies. Truss Design Engineer's Name: Velez,Joaquin '* .•; My ficense renewal date for the state of Florida is February 28,2019. - IMPORTANT NOTE: The seal on the"truss component designs is a certification %9 • TATE OF that the engineer named is licensed in the jurisEldion(s)identified and that the designs comply Wth ANSOTPI 1. These designs are based upon parameters (t� •. R O• �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were , i�SS.......... f�refereen to nce purpose onlTak. Any y,and was not taken at specific information to acroincluded t in the preparation ofr MiTek's ers to file 1110 E Mese designs. MiTek has not independently verified the applicability of the design Muln Veba r4 ft.681 ! parameters or the designs for any particular building. Before use,the building designer fiat USA IK.ncelfil should verity applicability of design pammetem and pmpedy incorporate these designs (2Ma Fast eh4.Tampa n xete into the overall building design per ANSI/TPI 1,Chapter 2. January 6,2017 Velez,Joaquin 1 of 2 RE: J160645- Melba Residence Site Information: Customer Info: Preferred Bldrs Project Name: Melba Residence Model: LotBlock: 36 Subdivision: Address: 381 5th Street City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 770177851 E05 1/6/17 36 T10177852 Loki 1/6/17 137 1 T101778' 31 E07 11/6117 138 710177854 I E08 1/6117 139 T101 77855 1 E09 1115117 140 7701778561601 1!8117 f41 770177857 602 116/17 42 710177858I J01 1/6117 43 17101778591 J02 11/6117 1 44 T10177860 J03 116/17 1 f45 1710177861 J04 1116/17 1 146 7101778621 J05 11/6/17-j MilO177863883 J06 116117 864 J07 1/6117 865 J08 1/6/17 866 J091/617 887 J10 116/17 868 J11 116/17 869 J12 1/6/17 54 770177870 J73 1/6/17 55 710177871 J17 1017 56 T10177872 J18 1/6/17 1§711 01771373 J19 11/6/17 158 T 101 In3f4i J20 11/8/17 59 17701778751 J%A 1116/17 160 IT10177875 J21 11/8/17 61 T10177877 J22 1 1/8/17 62 IT10177878 J23 116/17 63 710177879 J24 1/617 64 T10177880 J25 1/6/17 85 IT10177881 J26 1/8117 2 of 7 Job Truro TrrveType Oy RY Melte Readente T109)9O J180845 F01 Roor SupPorNd Gable 1 1 nob Refwards,bliftwall Maar,burning wpPNe, JeMsomnlla,FL VoZ2lont rX1107UflkKgBQdJyC4_a+AGIcS AWBWFSNIcT FHFe S5 MUbGIryJgC 004 OM 6We=1.19.] 1 2 3 4 5 6 y a 9 10 L2 � 20 to 1a 11 16 1S 14 13 12 11 30= 3O= 1191-0 11-ttd plartoolfreal Il Ede QO 21 !210-"00-12 2201-80611121 LOADING gaut SPACING- 2-0-0 CSI. DEFL In (lac) Vasil LAI PLATES ORIp MILL 40.0 Plate Grp DOL 100 TC 0.06 Vwg-L) We - Na 999 MTA 241/190 TCDL 10.0 Lumber DOL TOO BC 0.01 Verl(TL) We of m BCLL 0.0 Rep Stress Into YES WB 0.02 Horb(TL) 0.00 11 Na We BCDL 50 Calk FBC2014?PI2007 MMmr-SH Wall 54 to FT=2096F,1196E LUMBER- BRACING TOPCHORD PMC SP No.2(l TOPCHORD Slrucmral wood entraining densityappllmd or 800 oa pullets, BOT CHORD 2x4 SP N0.2gel) meteor we vedoale WEBS 2x4 SP No.2g l) BUT CHORD Rigid calling dreary applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.trgat) REACTIONS. All bss rings 11-11-0. (Ib)- Max Genu All real 2501bor less atoll 20,11,18,18,1].16,15,14,13,12 FORCES. gb)-Max.Camp.R.ldx Ton_-All forces 250(to)or lass exospt rfien station. NOTES- 1)All plates are 1.5x4 MTA uwess olyerwise indlwled. 2)Gable nequiens conl'rnuous twom offend bearing. 3)Truss to be fully wedged from one face or securely braced against fell movement(La.diagonal wmb). 4)Gale stuse spaced at 1-40 no. 5)Recommend 2xS sirongbacks,on edge,slowed at 10-0-0 oa and fastened to aeon,truss MM 3104(0.131X 3)Halis. Sbongbacks to be will to walls at their oder ends or reslreaned by other means. QWAI4YWa-VMIyOWenpvmnHanxMREaa NOTEa aN]MSaNe N'CLYMa MIEN aEfEPRNCEYIOEM6]OJ3nu.leads"aEFOPEU4E pml3n WpM me oNY'MO MIIeKicm�wdws.M5deY9,arxrsxl aJY u[wn rb'ane,xrs Swwn.aM arwmFdk.}M rvrtlYp<an.... ml e,6,Ys1em.Belwe ue.Ibel..drg�9r'a moon Twin tt¢tT4YkdJ11yo1M+Sp�(numalenwq papery dew{n,We T4t#wn Mo ttw ovwdl MiTek Wdq .BW1g IrNkaleO kbperenihiWYp dRi[Xu16W nuaweD Wq/ucluxd membersaYY NAfXwd bmF^arYata Pwmarenld¢Fg eyydpwyoeYa/pmnry]11 aMcde.Yom io Reaawltt�WslYe�wMMeY� aanMWeMbla,aa39wdp9rtlaWgwKNar�ceuaA,leprYaCtlO�graPlMoaeal 6i9e0n4pFc.FL]E3a6se10a NE ppbwmadtlH"e,ek ..m,,gnmas 9ids" imsigebsufl . reSna,,. e111. hVh.f14. . -- ?J� TrWs T�TyPa Oly PIY Melba Reatlerce T101T/818 IJ1608.6 F02 Flaor 8 1 J bfiei P Menni.BUAdirg SiPpllea, JekaomnlN,FL ID: pvw wOj07UjWg8OkUyC4_aJ5XgTadpGdlW„WTGMG0lS_C1uBX_1`72805 Aa ala 1ao a41z zoa a-nom 1 e H , � 1 =e1ee 3W= 2 3 • 5 6 ] I18 �5 q 9 13 Iz 11 10 9 sxa= a<4= 6N ]-H aH 11-11,0 bli 100 1-0O 3-412 vlare oRa.N DLn n aEamtt a aDo-1zil So-taao- 21 LOADING(pal) SPACING- 200 C81. BEFL In (1,c) vdwi tPo PLATES GRIP TCU 40.0 Hate Odp DOL 1.00 TO US Vat(LL) -0.1211-12 s999 480 MT20 244/190 TCDL 100 Lumber DOL 1.00 BG 0.82 Ver1(TL) o.18 t1-12 >785 380 BOLL 00 Rep Stress pwr YES WB 022 Horz(TL) 0.02 8 Na Ns BCDL 50 Cotle FBC201MPI200] MaMxSH Weft 6311, 7=20%F,11%E LUMBER- BRACWI:4 TOP CHORD 2x4 SP No.2(8at) TOP CHORD SVuclurel wootl sheatNng directlyapplbd or800as pudlrs, BOT CHORD 2x4 SP No.2(8M) al¢ep1 and vemcaN. WEBS N4 SP No.201M) BOT CHORD Rigid telling directly applled or Ioc baedng. REACTIONS. (IWeize) 14di3YO3-8,Bd 3-8 FORCES (Ib)-Ma[Comp.M Ten. Nl Imcee250gb)orlessexceptwhenshown. TOP CHORD 1-14=-826U,]-8=818N,1-2=E03b,2-3-1365'0,3<=1455N,45=-1455r0,5{-145@0,e-]=-583r0 BOT CHORD 12-131134,11-12=N1529,10.11=41455,9-10 /1132 WEBS 510-35]I0,1-13-0n]5,2-13=-]39A,242 /320,311=251/182,]-9=0f/49,1,9=-]fiat➢,StO�]fi35 NOTES- 1)Unbalanced fl or Iive loads have been considered IMihls design. 2)NI plates are 3x3 MT20 uMess Mher0se indicated. 3)RecommerM 2x8 strongbacks,on edge,spaced at 10-” ac and faro ned to each Was with 310d 10.131X 3')OMIa Strongbecks to a aaeched to walls at Blair otter ends or]eslmined byMar mean. YWdaHWe w,,, Ypn pvrvmNvnuM a..MOTEa W TW swo wor..WIER FEF .oEPdaEMb]IDne'.Is it—USE nval•loi ueaYVHT nelekNa vita.uYStleam klxeixl WvuWmxverneleaileron.one klam MW.eI lall,wmWrern.rot Inmiyilem BSWeuw.Ihe M/kMp tle vx mutl vMNaW 4PIIc2rIN olrleYpn WonereryaMr+oVe�IY 1`�'aPSol¢I16tle54nbr Mnonorll wareaepn.baawlmrAlaualo HeY«alamwayaralwala ooso wa/«so,wo, aremawv.no'alr wl wne«wvona l>m"•aw"lao-:wa 's 1e- nawms�ewetllo��.�rMmelo PeveMCW4<a wNh no%NWeeaWba•.yme Hopanya>,w9e. ra 6are�d eaemce mgdarelrie oaP .eE I[Ibk,aMYe1CYWo.delNeW.elacMn m]Macnw orinmerad TRmemc isalXlVIR10'MYCAwk.waMaM K9NMpCwrwwwn� r., FL 6i0NL. sdahtrMmOtlOn avNaue rm,rns Prole mm�ile.zle M.lee meet SJIe stz,aemaq,vnnsla. Job 1 T11ac Tnmc Type Oty Pty Melbn Recidence Tlomela 71606A5 F03 Floor ] 1 bRat o fl4ne1 1 Man "Hold,feimsea, Jekeon0lm,FL n.musaprwemo moan nwuuroc.��... rr e.„w cw.+=�. . -wp• I0.]Ztpvw_wOj0]UIkKgBGkLtyC4 a-nH13M1 CR1MEOgPraAMYUNRn0X4tlaM]UtIeKKTy3gA i 0.1"0 Y]7z� 7 o�.e sol.=tso.a 0.B II 4wf= 4" 1,SW= 3.611 951169= SrS= 3A= ISn411 98 FP= 3A= 1SW= 1 2 3 4 5 6 7 0 a 10 11 12 13 14 16 16 17 10 I� B yY 9^ 6 37 m 35 m 3t 32 31 de 29 n 27 26 25 24 23 22 21 26 19 y5= 1.5x411 39FP= 6,5 4n7II 3611 3911 y4_ 59 d]= 4x7= 3611 613 1L1 &H 81"12 1iL2 Me 1863 2Bi'O o 1d0 1-09 a46 ILL No a.4M Plate Ogsem IXYI I)0-3-0Eco l.[1&al 4I.Edtirl 1250.3-0 -09113203-0ECg81190'0-IA Etlo 113B'tr1E as 211mltrlEV0121 LOADING(psf) SPACING- tae CSI. DEFL in (lac) 9dafl Lid PLATES GRIP TOLL 10.0 Fields Grip DOL 100 TC 0.00 Vedgl) -0.252b25 >966 480 MF20 241190 TCDL 10.0 LMnDer DOL 1.00 BC 0.3] Ven(TL) -0.39 24-25 x618 3811 w0. 0.0 Rep Slrese Incr YES WB 0.49 Hord(TL) ON 19 We rde BCDL 50 Code FBC20147P12007 Mamx-SH Weight from FT=M4F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP NoA Offer) Except' TOPCHORD StmcWrel wood sheathing drectly applied or 8-0-0oc In.. 1418:2x4 SP No2(f1e0 except end vemcab. BOT CHORD 2X4 SP NO.2plaB'Except- BOTCHORD Rlgln ceiling directly applied or 6-0 orc owing. 1830”2x4 SP NeI D(5at) WEBS 2x4 SP No.2(ftt) REACTIONS. (@Mlle) 3]=19810.3-0,1&961N9A,322018Ia3E Max UpIM 3]=1fi6(-0 4) Male 0rav 33>19(LC 3),19=982(LC 7),32=2018(LC i) FORCES. (Ib)-Maxi CompAdax.Ten.-All torcm 250(1b)or less ellcept Mien shown. TOP CHORD 1-3]=-41Wn.1r-19.=9557,1-2=,35521],24=A (X!,45="219/1693, 54-219/1833,6]d12203,]-9=p956,410=10]57,1611=250W0,11-12=349W0, 12-13=-349&713-15=-35967,1518=3211N,1 19,324037,1]-18=8310 BOT CHORD 35-31-21 1,27- =104]AM&39-36IM.2/219,32 .21 221$9TD2=22837, 29-91=K)5321,23-2=01 2.,2-21=W13186,2528=-0I3190,24-2�UI3198, 2--2413531,21-22=02992,20.21=N1.13 WEBS 530.-0/10]9,]-32=�B1N,12-28=31010,13-25=320/132,1--2831453, 2-3e=42129],2-35=3-/32,435=W480,d�-141 D0,632=1]13Po,]31=N1]32, 831=15587,42a1d 1]5,10.28=11817,10.2]1715,11-2]=9327,11-261325, 10-20-71]-20=-1211th,1]-21=0.908,1621=]357,1522=0.388,1522=-041N. 15-24=3=111311,19-2b-315108fi NOTES 1)Unbalanced floor INe IcadS have been considerad for this design. 2)All plates are 3X3 W20 others ohlr is se Indicated. 9)Protide mechanical connectlon(by others)of hose to healing plata cepaNO of MthetalMirp 1M to uplift at Joint 37. 4)Recommend 2x8 shongbaGea,on edge,spandrel at I0.tr0 OE end fastened to each truss WM 3"1 W(0.131'X 3')1Ie11e. Stmng0er"to he shamed to Its at their enter ends or restrained by other meaty. 5)CAUTION,Do net erect truss backwaNa. � Mfi"VmYy MBnpvurwlxi mCPGO NOIEa CN iH6iNO WCLWEe YIEx flEFEe<NCE P14ENi)4ii m.le0.YAI69EMPE BSE w Iw—.N'WM Wlek)conmdais.IM 11W klnxtloU'Is—Nm,elertYnwv m0 d tw m iru J IWOkp caoWrenL ml Immsor-ore.IrebWf✓ddeLIXrel mlSl reilnlre awm x+ln�ldaampx .lenwxl u,.y 11cwW ale nttle63n m10 lM1e o`reMI MiTek' hurdyp dwlBll. ggye mIX'.abtldlo IXewml tucdl�7o(kxNukJW KuaweDavl/w tlmembweoNY MMtlwq wmPwm'aa peina,enldaclrl d Mx6rimplled bliMn aWbpeMecdMOMInWnn ftrM lb kYW aMLdPI sYdomo's rw 4rrdd�Mav rasa dig Sia 04PeFLE 108E. k Irn`niroro9e,aaMvervw.cwlwln Bmomeaml®anme mm Mlelnn iea4XA/IRIWlIYQYxb,0.Haraq aCelwNYq Coilpon4N Tenpe.FL 3YIo 9dlY llkolmaXm wWlxa hwli ln6FkIRhMMe.218 N.lee STee1.9x1e a12,NaxmSb.Vh22314 �_._ Job Truro Truce Type ON PN Melba Presence T101P020 IJ180845 F05 Rom GM1dar I 1 Job Ri (Wfipnat Memag Ball Slppllas, assicaille.FL n.010sepr 202018 MITek lmlemec,Inc. Fn Jan 061259.00209 Pe9e1 ID:Mpv1_WOjO711It kWLy�e-FUeRUKe3oE9524_TIu1J5nafeULM1XHIJXGs3y9ae 130 156 21 bpi Sur-1:24.3 69= ab II 36 II as 11 Ia]= 1Sa 2 3 1 5 6 ] 6 9 10 17 15 44 13 12 ti 5Yb— .8 66-0 Z:--00 36-0 ta11L 549 136 tA0 630 PI1 Oftsas DLVH 160300401I0'O30 Edo I I80-16 Etlo 1 LOADING(psi) SPACIBG- 2A0 CSI. DEFL In (lac) pde6 IM PLATES GRIP TELL 40.0 Plate Onp DOL 1.00 TO 1.00 Val -012 1314 >909 483 MT20 2"190 TCDL 10.0 Lumber DOL 1M BC 0.81 Val -0.191314 >583 380 BOLL 0.0 Rap St. ncr NO WE 049 Bou(TIL) 0.02 11 Oe We SEEL SO Cods FBMIlcA1P1200] Mamx-SH straight:BB lb FT=Pi 1 M LUMBER- BRACING- TOPCHORD 2x4 SP M.21 TOPCHORD Slruadurel aloud a0eadirl9 directly applletl or 6"00 parlor. BOT CHORD Px4 SP MAD(8al miceptensv .Nike . WEBS 2x4 SP Noallaid) BOTCHORD R19ltice11,nldractiyapplietlm160-O.breon9. Eol 600.bredrg:l]-I8. gEACT1OPat All beamps 5-BO except aide a ret 11=Medlanlca,l6=O-39. Qb)- Max Uplia AIItplmons1601bor al at lo)19,16 Max Orev All reactions 25017-or less el loint(e)19,16 except 1 L-1103(LC 4),18=340(LG 3),P=1836(LG 1) FORCES. (Ib)-Max.Comp.A4ax Ten.-AII forces 250 go)as lase excapl Man ansmn. TOPCHORD 1611=-1012-4-/402,11-5-2124/0,56=2124/067-2121 7-9ii,2248A), 9-10=-Gfl BOT CHORD 161]-i8]1,161671,1415=02124,13-14::=516,12-13=0189] WEBS 615=9NNO.&14=9/415,2-18=-36Y12,2-17:: 9=,4-17-1]13/04-15=0/1]48, 1012-/132],412=-12520 9-13-014]4,7-13=3]]/0 7-1 lll-- N NOTES 1)Unbalanced deal loads M1ava been wrsideretl lorthis dal 2)At platy are 3x3 W20 udess ot0eraiaa Indicatetl. 3)Reser to Inters)tar Imss to truss connections. 4) prol meet anlcal connadiml(by others)of Innis to beanrl9 plata coal Of won atia lnp 100111 uplift M ldnt(al 19,16. 5)R.Irra nd 2,15 at.olljo cks,ml etlge,spacetl al 1040 oc and lazlenes 10 aadl irltts wim 3-tOtl(0.131 X 3)ml &IOn9bams to be attacnes to walls at tear oWar ends or radial by oa mems. e)In me LOAD CASE(S)section, mloads applied to Ile,lace of me truss are notes as front(F)or LOAD CASE(5) Standard 1)Dead♦Floor Live(Marwetl):Lunbr Increase=l 00,Plate Incresse=1.00 Uniform Load.(119 Vert:11-19=10.1-1 O=.201100) A WARNM-Va9x 4u.P6WWiMasen4aEla NOIEe eN rMS<Na WCLUOEO MIIENflEFEa4NCEYPGENN]IT]m.16aL1ila9EWaEVSE gyp,Wkl r«ute weY`�Im LN YAroruxetlwx lN[tleY9n6trvxtl onl4 upro rrnm,elers Luswn.otldr«mMINMYIriXrYrq camrxNnntmr � Nmdrsl Car«6uE XadYdi?am4WrmwrvgMIM4C11cWiHolalefYdal>aranelersaWPOM1YMwF«oWIMt1E'IGnlntollwoounli NTek oaure daaea same beeaaamo Rmrenlwaebpoehierws�l m.vwabaw«ammmxam«.mv-uwk«a lamwrwmdpam�«.:m a.rnw kafwayeraPYrdl«alYilyaMbpavenicdA'q wllnaadelnarmrxrlleeY«�'Ro�aYaane�. r«9«l«GPkA aragaWM 6804 Ge,ke Eases aNJ. 12rkWkn caAre Oo raar P. Is In aM mnayvwni eeaOtN]rlpuekN Clrr,e9d9iq ae9l gWli9CtmWnenl TenVa.FL sMlo SdMylnl«mmbn mdYtle hdn lnr Rab MAile.2l.N.tae 3hee1.911e 31 R.IbeWih VPY[311. �_ TJob i Trues Truss Type OIY P1, Melba Residence T1o1nezl J1606,15 FOB Poor 2 I Job Reference a Gorol MegdO Bullring Slpplies, .81001 dile,FL B.OtOSApr 202016 MITek IMBghies,Im. Fn Jen 06125B:D1201] Pe9e1 ID 93N 4_a IgCpSgthZV]yr OMpYQ MBDSSXPO PPDEy3p8 Sore=131.3 15M II I.SW II 4'7= 1�T— 2 3 4 5 8 7 B E 17 18 t6 14 13 12 if 10 e W = 4# BWp ]-yp gg0 1411-0 6.eq 100 Ido 63O Fkt OX fXYI- I Etlpe01-el fe'D3.O EOwI - LOADING(psf) SPACING- 2do C51. 'EFL. In @m) UI IM PLATES GRIP TOLL 40.0 Plata Gdi OOL 1.00 TC 0.83 Ved(LL) D.1518-14 >e 480 Af]20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Ved(IL) -0.221314 >]99 360 BCLL 0.0 Rep Stress kcr YES WB 0.30 HoD(R) 0.04 9 We IVa BCDL 50 Cotle FBC2014?P.7 Ma,--SH Weight:TB lb FT=20%F,t1%E LUMBER, BRACING- TOPCHORD 2x4 SP 140.20lat) TOPCHORD S1nxXund Wv0d sheathing directly applie!or840 no pudbls. ROTCHORD 20 SP N0.2glat) except and ainlods. WEBS 2x4 SP No.2dat) BOT CHORD RlgM calling drectly applied or 1040 oc bredng. REACTIONS. (I ize) 16=807Nmhenical,9,807hJechan1wl FORCES. (W)-Mex.Cdnp.dAaX Tan.-Nl forces 250(b)or less exosY wear show. TOPCHORD 1-1S=-bol 8-9=-001N,1-2-__-]91N,2-3=-1883N,31=241 M,45=241 M.5A=-241 M.6-]=-18]6N, BOTCHORD 14-15�/1492,1314=OIVZKI 12-13=02413,11-12�42,10-11=0/1482 WEBS 5-12169,1-15�/1054,2-15=-97W,2-14=0/543,3-14=4990,313-26118-101101057,710=971A ]-11=0534,6-11=511110,6-12-1 W527 NOTES t)Unbalanced floor IIYe loade have been considered!for this design. 2)NI Pass are 31L1 W20 uNeas otfleralse Indicated. 3)Refer to girder(s)for buss to tmss connedlons. 4)Recam nend 2x6 slmngbacks,0n edge,spaced at 10.110 oc and lessened to Seth trues,man 3-10d(0.131 X 3')hells. Slron,backs to be aXeched to walls at their oder ends or hatmined by other mead, A1WIeXW6-YMIy Cp�prurWlx[-6-040--has—Wet-0 YnERPEFEnINCEPFGE 6M.)[TJ m.ID0}4aIs BEFOFEUSE. CJT WIC ro�ureaey MTlNlek®conmdarx lN[UaJrTl6MgooNY u4�+N Monelen Tr,mo,psp,er,I rwl WWrp amise¢nl.ml IKiiyyem pglggr�,rygp6kltptle�reN mu]vdlrylManlMkttelNol Ylesk{rrw�annl—hers weY e,cuW�ale lBkCe nMolMrncdl �10 IwYBpdeyn bOr9r96McaletlbtO PevenlWcpllgelk.MAM OrAY�eSmJ/oeel'utlmemlm MY.MMbdlemV YaWl.mmx[ronitx«Ir9 MiTeK bdwv/[�epWadla aklrlANanlbgecenlcdlT xTNgWNa�WEaly udgWeBYWe4le. rod¢dpl]vice re9dM1pX'e P[rke Ee[t aNJ. yyytalkrn.dpgy.[YJvaY.aeClCnm]a«kgdmRe[ord mnaMeNriseM1191/MI prIAIy MWIe.U9Bd9Yq aeY eNlnpCmWnxel �e.Gt 310 (yyl Lygmppr addxe M1am lr�nlpb Ixpae.21B N.LN eM1eet 911e JII.NewrMb VPR2d11. 3 Job Truss T.Type Ory Py Malbe Resideme T101]I022 ' J180895 FOGA floor 3 1 Job Ralr nce(o neral) dMl Memilq Building SoPpiea, Jeks0n.s..FL ..0...Ppr2O201.Mil—l----Plea,irc. m w 12.a9:01 W17 Pagel ID2Z2puw_vAIOMiXKgBSdjyC4_a jgCp5gfMY/yt7MhbpyM BDTSXn GPP04348 130 1,30 2 1� -00 S W-1245 1.w II 1 w II aa]_ 1 4x7= 2 3 4 5 6 ] e I$ 16 15 14 13 12 11 10 B 644 ].ea eo-3 15.oe se4 1.o-0 1ao 64e Plate on.eN( n IVEdge o-l-0119'030 Ea 1 LOADING(psi SPACING 2-00 061. DEFL in (Iw) Waft lou PLATES GRIP TCLL 40.0 Plate Grlp DOL 1.00 TC O.fi2 Ved(LL) -15 1314 >Bo9 4B0 W2o 2"190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Ved(TL) -0.221314 >]90 360 BCLL O.p Rep Slre.sh YES WB 0.30 Hoa(TL) 0.01 9 Na Na BCDL 50 Dodo FBC201MPI20W MeltlnSH WeI�t." FT=20%F,11%E LUMBER- BRACING- TOPCHORD 9WSPNo.2(Fah TOPCHORD SWOWrel vlpotl sheathIN dimly applied or 64O m puNns, BOT CHORD N4 SP N0.2(fiat) except old vedirals. WEBS 2x4 SP No.2(Oah BOTCHORD Rigid wiling dimly applied or 1040 ou bradng. REACTIONS. (IWslze) 16=81GMecfanicel,9-�t4AmhSnical FORCES (b)-Max.Camp.AWvc.Ten.-All fomse 250(Ib)or lest,except ya $h0M. TOPCHORD 1-16=-00]N,e-W-B08Po,1-2=-BOON.2-4-1909/0.3i�2055N,45=24550,54_-24550,6-]=-108&9, ]8-801N BOTCHORD 14154850],1314=012260,12-13=42455,11-12�^2289,1P11=0/150] WEBS 512-295b,1-154/1064.2-15=-9BaN,2-14=N551,3-14-50]N,313=tfl/695,510b/108),]-10=981Po. ]-1141545,6-11=-51610,a-12-1&525 NOTES 1)Unbalanced floor Live loads have been considered for this design. 2)All plates are 3R1 W20 Wet,.othervase Indirorm. 3)Refer to girders)for Inas to truss oome011ons. 4)RttpnmerM 2x6 strongbacks,on gyp,spaced at 10 00.0 OC and fastened to each truss With 3-1 W(0.131'X 3')hills. Stmngbac s to be aU=hed to Walls at their outer ends or Mnaned by omer meant,. �WA— VaNlxx aulpnpuan,nvam,OPE DNO WIP ANOM'CLYOEOI NEEEPANCEPAGEW7$I nv.16N2016.. Y.E re . o gun vaah env✓"m mlewa,. lo,1.mldm�ewsdor+rvw w�elerswwi,.aidnmimndmniw rawtia rc�nL rsol aim Mlern.E raun.nr I>tM[Yde]]nn m,ei venh mxgpK,nIIN ordxam WtlNalers aA racPe,IYt,uaPaxla nSar9yn hto Iln nvuNl d4dAgdrJ�. Bactglrxltuled klo pxvNiW Nny of MNl3✓I livaweDxM/w Mad memCenweY. btElbrv.111wnWUV mdpemnrenl lxaJre e kdwgaretpledbsl tlllyaW bpevenleWgvi Nm%adx�xf MaYadpc5re11Y WngYe. fa perreltlgWtlwele9atllg Me aW4FaM EM aM. mar nen Nlaryx.dxlNMy.er nox we umtlre olnwxstla bwmem...wAralnNlawtvox.la.mesy and BCN euear9eaawriWu ]. FL aN+o rsam aroimanoo Ywrmx n�u�m Rrne ammnx.zle N.tee snxxl ww Nz,aa:mtlu.vnn3l e. ^P° 3 J011 1True Ttuc Type Ory Pty Maple Raids. 7101]]023 ill P5 F07 Hoor 3 1 I.b (spinarral Manning Builtlllp Supple, JekeonWlle.FL )3 l211lk.03 W17 Page I ID:]S2" YAIONikKBGkUyC4e 1312WMIry59N,R)ep0sO11W]eM CZ OHIwTilogS 010 Ham , 0yx9 200 pl6 F1! 2'0-0 IQ� Yat.-I J.5.2 17= 3M= 1.5x4 If S,8= 15011 M= W= 9r8 FP= 1.5x4 11 15M 11 4x7= 1 2 34 6 6 10 9 10 11 12 13 14 15 16 17 Ise 1$ 35 34 3J 32 31 33 2h 20 2] 2e 25 24 9 22 21 20 13 10 sef= I.S. II M FP= T3= 36= 5x5= 3M= 15x4 11 4x4= 1.W II 1.5x4 11 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT OS CANTILEVERED END(S). 1H 4-Sd 55160 11-IOd 106-0 198020&0 VH8 1-6d 31-0 1-081AO 550 6412 1-0O 100 300 Plate Offs h F/O-16 Ed3e11003-0Etlo I17O30Edoa1I23301-0Etlo01126'0-20Etlpe1I38'O-1-&D0-121 LOADING UTAO SPACING 2-00 CSI. DEFL In Qac) MMI Lid PLATES ORIP TCU_ 40.0 Rate Grip DOL 1.00 TC 0.85 Velt(UL) -0.1]2021 >999 480 W2O 244/190 TML 10.0 Lunger DOL 1.00 BC 0.94 VwUL) -0.252021 >715 3W BCU_ 0.0 Rep&ree lncr YES WB 0.35 Hor2(R) 0.W 18 We Ne BCDL 50 Cane FBGMO P120O7 MMft_SH Weight I"Ill HT=2O94F,ll%E LUMBER- BRACING TOP CHORD 2x4 SP No.2(flM) TOP CHORD &mctural x sheathing diu yapplletl u6-0 oc pudins, BOT CHORD 2x4 SP No.2(0sf) except sell verticals. WEBS 20 SP N0.2(flag) BOTCHORD Rigid calling dreclly applletl or 2-2-0 oc gracing. REACTIONS pbsithe) 18=722 hsnlcN,3434841-3-8,26=1811/038 Max G.1�760(LC 5),343O7(LC 3).28=1 673(LC 4) FORCES (lb)-Max.Comp.,Mac Ten.-All lorca25O(lb)uless except l6fial shmen TOP CHORD 1]-18=7530,23=40322,3-C=J98/)2.4-rx-]99/!2,5E=59]/268,6-7=0703, 783/1487,&9=661513,&11=1307/110,11-1 2=21210.12-13=2121,d, 1314=21210,14-15=21210,1&16-1]300,1&11=]380 BOT CHORD32-33=72799,3132=]2/]99,30-31=--72/)99,2830=-72/]99,27-20=-032/355, 2&21=-13%00,25-26=-139&x,24-25=-2981829,23-247/1784,22-23=02121, 21-22-02121,2021 1.1420=(11393 WEBS 230=-5540.&28=10430,2-20=01513.3 33=541/89,828=4810,6-28=0452, &27=41600,7-27=0963.7-28=8050,&25=0/1223,425--1124Po.9-24-0]28, 11-24-74510,11-23=0729,12-23=29]0,1749=W983,16-19=9100,16-2071480, 1820=4210,1821=10]260 NOTES t)Unbalanced floor Ilve loatls have been u]aderetl for this doing, 2)AII plata are 3x3 W2O unless othemse Ildlcefetl. 3)Refer to glydu(s)for truss 10 has connections. 4)Recommend 219 strongbacks,on edge,spaced at 1004 oc and fastened to each Huss WM a-IM(0.131 X 3')nails. Stmngbacks to be affected to walls at their omw ends or restrained Dy other means. 5)CAUTION,Do not watt Vila halm ads. �WAmar.Only YxFlpnpnxm I— Imold al eM 1X15400 MCLY0Ea sal galaaAN[E PAGE W]IAnr.1691NI igoo EaE, pl �Jg,W101w uz oNy wlT MleMecanwnW.cM[tle9(n4[rmlaxYyurynpuanele¢Ylimun.w,tl hlamYv]IWUJ turtlxp cort,lwlwn. 1 a11�sYslem.Seises Wa.IM dLU��yytl�va mutl venry 0oyxlMoulN oltledn WomelertoM po{etlY llwaM'^ale Xtde9n Flo lM ovaltll 1 WUgd9ail.anckgkdCol�klo povani luclMp o111MMW amweDmd/w chord mamlasdYY. NJSMax lemWOlYmE pammoltvsk(1 MiTek arn+w.lawlkatl loluminawlol�al�loosw.ew,llnwd+evel�a Hry malm>amo�adea. Fo,w�W eUd�elelw�enW aeon Fe,[.2aa eine. IMCalbn paWa.UeINaY.aecMn and Ma4g ollnve[agIN6 W51emcmeWV/MI0uf1YQMIC,D3LaauId IICHWMnp Ca?pwnl ]errye FL 3�1G yyary yypmylA 1 mtlKb rydn 1�FMIB ImMAe,21aN lm 5aee1.AM]12 Nexm]Ib VR't2J1<. i Job T. Trym Type Ory PN Melee Rmiderca nO1TJeza J160615 FOB Flom 2 1 Jca Relermwe o Oonel Mederq tanar{Suppliea, Jelmomnlle.FL O.OIOSAprkL C4 MITeklndmeiea,lmMJen0612e9:012W?1"017 el ID:JI2pvw_wOIONiNKgBGkLryC1_e-]FuylNllesTV%%eHaMMNFF%2HSPEIIIOI�V]?Iry3g5 °aa sail.-1<s.z 15x4 II 1,0x1= 34= 1,041/ 3rd= 4a4= lire FP= twit 4x7- 1 2 3 4 S 6 ] 0 9 10 111312 14 15 16 17 I q �3J I9 Be 35 34 33 32 31 30 29 29Y! 25 25 24 m 22 zt M 19 16 18= 13.411 3x6 FP= 1." [I W_ et= 150 I Bee= 1S II 154 II 3A= TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1 H 4N SS4 654 9H 1&B-0 1&80208L T!'0E 1JJ &1-0 I0-0 1" 31-0 PN2 100 00-0 61B Pal OX is(XYl 18 P1,0 EOgl F/OJO Edoell ]'03O EE 113]0-1,00021 LOADING(psp SPACING- 2-0-0 CBI. OEFL M (los) Weft tM PLATES GRIP T. 40.0 Plate Odp DOL 1.00 TC 0.91 Ved(LL) 0.232924 x921 400 hR20 240190 TGDL 10.0 Lumber DOL 1.00 BC 0.87 Vart(TL) -0.3.2324 x810 380 .CLL 0.0 Rap Stress Ina YES WS 0.37 Hoa(TL) 0.04 1a We Na BCDL 50 Catla FBC2014RP1200] Mathx-SH Weight 14513 FT=20°.eF,11%E LUMBER- BRACMti TOPCHORO 2x4 SP No.2(Om) TOPCHORD Simaur4l eaalshadindri drectlyappllW or 2-2-0oc purlins, BOT CHORD 2x4 SP No.201d)'Exsept' except and veM.W 1030:2x4 SP No.1 D(IIa1) BOTCHORD Rigid telling directly applied or 6-0.0 ac bracing. WEBS 24 SP No.2(IIat) REACTIONS. Il ax G 1.=8J64atechenlceL 35(LO30 ,33,16=(L 4) Max Grav 1.:894(LC 12),35=522(LC 3),2]=1fi54(LG 4) FORCES, gb)-Max.Gano,,Wx.Ten.-All faces250(to)nleaaeticepl Main arom. TOPGHORD 1J-18=-89W0,23=30&11 J,3i=528990,0.5=528548,58=144(/3J,8-J=(3122], ]3=-1245.0.8-9=-18429 .15-16— 1, .1=-29340.12-13=2.35/0, 13-M-2B35r2 .32533 93 28.36=21LW,18-1J=8953 BOT CHORD 33-20-12 r52s,6-27=4 8/529,31-32=343, 2-25=M�40/528,r1(29=-122]0, 2J-28=122]6, 2S2J=-122]0,25-285/1013,24-25=0.2249,2924-0.2091, 22-235/2905,21-2252835,20P21 5261 8.1 9-20.4/1678 WEBS 235=-495/ ,]-2]=12M.7 2-21=-324.8 234=-10]),8- 331=305/314,M510,8390, 8-295/]].,620=4450,J-N dt324,8-26=-i Z]5.b,8-25_-0931.9-25=-BB6I0, 1&20065,1024=4001i6l 23=-281/138,1]-185/1192,16-19=-t OB0Po,16-20=0/646, 1520=fi81N,1S215/851 NOTE& 1)UrLelaacad floor Beat lads have been wmidwM for the design. 2)All plates are 3#f MT20 Unlesa oth.rease IMlaalad. 3)Better t0 girder(s)for tNR4 to tMa¢oaaaana. 4)Recommend 2x8 str0ngbaa:s,on edge,spaced at 100-0 oc end fastened to each buss With 910d(0.131 X 3')nails. Sbonglem*s to ro aflached to Wells at their outer ends or restralned by other means. 5)CAUTION.DO not area tensa backwards. A WIeMWfi-VxNy Mtlpnpxumlw+m4aFAONOIEa nF iI�ANOWLWOEa aNIENPEFEN4NCE PF6ENYLAnr.eMoV15eEFONEUSE �YPI vJW lama MyiMlr Mllek®connecb¢.M:daLL3n alxxtl only open paaralSn Yww.W Isles madlMNal M.idlrg wmpewnl.ml Nmryslem Wla¢�,tlietJUV da4WlmNI VetNll'egTW#elryol [✓+alnlemaW RWeIIY alcor[^11e IM naskln Ma rt¢ovron dAseda+lin Raro4gCUbdkfURa.wlta w2vaearuwlmE�oalww�vemamealimv.reeaora l.eleaavawl>wma,wlleearo e axepleaAenb edd MY InknmigKXfWm am.HWehE'Ma,e,Mam lbMn®Re%KUkniImrcMiyIOaa 2514adNl.>Lce sttapil.n9xxlxlaA]a912N. a,d RUFwNdaeU2a. rwpensd glla]eual cMeprel'daCdalqnpaieWn1 aeW PU. MEW 0 NegVAM14. B Ytl. i Job Truss Tmss Typo OlY Ply Mogra Hxiderce T101]]626 J160645 IFOB Poor 2 1 D i Melntg Builtling SupPiea, Jebomnlle,FL ID:]Z2pvw_rAj07UkKgSGkuyC4_aw 12 69,02017 Page <tl919 Nj904IFmuRBDePIKy7caY4mmW6Fa4dy3 g3 01 8 0 29 D.o ek. °if Er 2"60 x11=601 Scse-IA52 1.5x4 u lass II 'aos4 1.54= 98= 1.5x411 d]= 105= se; FP= 1.510 II ax]= 1 2 34 5 6 0 0 10 11 133 14 15 16 17 Iss BE 16 34 M 32 31 320 2] 26 25 24 23 22 21 20 19 16 0 2B are= 1.5x411 36 FP M= Sb M= 1.5x411 W SYS= 15411 16x411 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT RS CANTILEVERED END(S). 1H 4-H 65d 65d 45d 168-0 1B-0-02U60 144 31-0 140 1-0-0 '560 4212 160 160 642 PIl OflRn T630Edgall 03O E0 Lf2 '618 Ed0M 1270-2-OEdcal 138. 1TA 021 LOADING Ono SPACING- 2dO CSI. DEFL. In Qac) OL "I Lb PLATES GRIP TL 40.0 Pete Gap DOL 1.00 TC 0.94 VeG(LL) 8.26 2&24 o87d 480 W20 244/190 TCDL 10.0 Lumber DOL 190 BC 0.91 Ve (TQ -0.3]2&24 85]8 300 BULL 0.0 Rep Stress lncr VES WB 0.:38 Hone(fl-) 0.06 18 We age BCDL 50 Co'Je FBG2014TP12007 Maldx-SH Welght,145lb FT=20si 11%E LUMBER- BRACING- TOPCHORD 9M Be No.2(flM) TOPCHORD Slmcluralw sheetivllg Elreolly applied or 2-2-00c Wd9te, BOT CHORD 2114 SP No.P(flM)'Except' except and v ill 10-29:2x4 SP No.1 D(llab BOT CHORD Rlgld ceiling drWly applied or 6sO0 be brecng. WEBS 2x4 SP No.2(IIM) REACTIONS. (11,1512e) 18=889IMechenicel,3401/03-8,2)=165Gb5-B Max Grey 10=005(LC 11),30=514(LG 3),27=1852(LC 4) FORCES. (IDI-Max.Comp/Mex Ten.-All foxes 250 QD)or Iese except When sNow10. TOP CHORD 1]48=-90M,2-3=-300/125,34-5009]2,45=50@3]$56=e:f/i]5,67x/1268, 59=1744N,9-10=26&510,1612=300710,12-13=300010,1&14--30076, 14-15=300710,1546=219510,16-17=-90&0 BOT CHORD 32-W3 37VSOO,3132--3 L ,3631=3M 500,2S3k-3]2/500,V-28=12000, 2527=-111610,2526=00!11 Y,24-25=023&r,2&29=01' .22-2&99007, 21-2241300],20219@669,19.20.411703 WEBS 230=-4!1010.530=0.251,]-2]=13050,1421=3130,2-33--11&365,&33=-2]8335, 332=-252110,5-28=8Teb,e-2841581,527=-564/12,7284/1352,528=-127510, 525-01906,9.25x8]10,&24=0/510,1624=-0560,10-23=300/111,17-19=101210, 1519=1100O,t5204B81,1520=5831015-21-0/6(4 NOTES 1)unbalanced floor live leads have been considered far this design. 2)All plates are 353 W20 unless D1herMse Ilgieated. 3)Rater to g9der(s)for truss to trues connections. 4)RecommerM 2x6 MrengDacks,on safe.spaced at 160-0 m and hananae to each truss Win 3-10d(0.131X S)nails. Stmngbecks to Da etleohed to walla at their outer ends or restrained by other means. 5)CAUTION,Do not erect Russ backwards. Q WARMB.Y�Iry WYlpnpm,mlxxmE a..NOTES CN TXI3 AHO MCLVOEe M.TEx aEFK .FAOtF.1111-'.Is Bsleas use I vyld ra ux dW wm L ]pBriJMlldm✓IY,rn pixnyglemm g�b0Bllamaa crcfslMelq e MiYtheAe cfiaoguRMnnOdlokroplo eePeYaAedvu x- bknrOlu 'tlryl +emo .0m c mWnuhC.tM.mv2Wapsslty bgoIw.Rl YwaIRwLqmrA�}a.xWpklemaI,lnilnYlry aW[o^eMf botlxpeav9M�dagm/1aa1,repcyleMawanNwedYMulmeryrseWmmu.�rsnv�JanrsbpeaaM.mYnfYpt rIaVLM9nOen,cMlreaalb�wYgdluwxpolaNCllea'hwmRP6ltacuJeMmaelaeryR9m9aa1 mdacha1ap1Npo1xV+l,hlnel1mn:eInlo.ea1Le4n Yd' Wp TanW.FL 38810 ImFMleT[anus Ignreegroo, b],,Nu ,A,,,a 4 Jab Rum TrlNe Type Oy PN McIDe Reciderce T101TIB26 J160615 F10 Floor i 1 Job Relererce o 4onel Mweirp Builold,Supplies, JeMomAlle,FL B-ulkKApr202016MITZ4MIkSehies.Irc. FdAAOsf2:58:0]20f] Pagei IO:xZ2P.w_v.O10]DikKgBGkLtyCA c.YgzdMIkS8018020N2sxylAgrIJCMWVHwJJvlic4ry2g2 r 150 200 1. a®= as= ye= 2 3 as 4 If Iear i �= W II 10 ] e93- e e I.Set n ao II ao= 5pp 900 so-0 soo 3-0-0 too too aao Plate Ofls&s MYE 11:618 aa12 LOADING(psf) SPACING- 240 C81. DEFL. In 0a) Viet! W PLATES GRIP TCU 90.0 Made Grip DOL 1.00 TC 0.50 VenM -0.04 ] >M 480 MT20 241/180 TCDL 10.0 LumbNDOL 1.00 BC 0.45 VW(TL) -om ] s888 380 BOLL a Rep Strea4 bcr YES WB 0.13 Horz(TLI 0.01 5 We we WDL 50 Code FBC2014aPM07 McMx-SH WeighL4516 FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPNo.201M) TOPCHORD Shodurel woad sheathe,dredtly applied or 660 oc prelim, BOTCHORD 2x4 SP No2Gdh except erM witleoN. WEBS 2x4SPN02(fiat) BOTCHORD Rigid failing Nredly applied or la0-0 ad bracing. REACTIONS. Roleize) 10=428Rdechanicat.5=4201658 FORCES. Ob)-Max.ComplMax.Ten.-All fomes 250 Ob)or lessexw,,t when SM m. TOPCHORD i-10=-01010.9-5=-915/0,1-2=-39]Po,2E82N,3-h_-34fi/0 WTCHORD B-9_-0 82,]-8=01002,6]-0882 WEBS 1-9 962,2-9=44510,46=-0491,38-93810 NOTES 1)Uddeamed,00r live trials have been mrsidered for this design. 2)Refer to glNer(s)for WSe to area conneceore. 3)Recommend 2x6 stmngba&s,w edge,spaced at 1040 fc are isstened to each hues Wh 3-10d(0.131'X T)nails. Slmnglal to bs aftwhed t0 waits at their ONer ands or restrained by oNor meare. 4)CAUTION,Do not erect truss beoldera s. Nw6VM1y9vlpnpNenreN:�m9aEAa NOTES CN rM6 ANO XILLUOEa eMExaEFEP9NCEVAGEMR)1Am.l00LY015 BEFUNEUSE �a'a�vwltl lw uce wYY'Mm mtak®ca bs.RadeYSnhrnx+l wJYN�Wmetars M+u+i wJlSfor mIMINUUUI Mdllrp wmpnenl.rol mmmlaa.celwe raa.ma wlaree a�mea�nnllw wr��rc+In olm9�w�wNaler.anwawlvuk.,a>«am rcrhawrna nr��wal ON. ruldi gat9q LtltolByhiop nI COCMpoItMl4Kl lnmwsb m]N MdmemteraweY.O�FavS MnpaaYaWr'ermnwrfbxlry Ndw•X•�eaeed kn RellNaMbpevMlcdlWe Minwwre eaNa.4Y9ayaMgcFalydan�.fwaar�walaldawe�apaJ9 Ms m01VW brIBM. kbtrolbn pwUpe.deM:aY.aBCM UN dacA'goIleR atllrlR.,11 rea.W9/M oel.11 IEN.OMJf uMeCA WIIrpCamWnMrf Terryr.0.9m10 1yEly WwmOXw�wtl[tle aan Iw Fble MMrOe.21 a N.Lce SheeI.9J19 a I2 Neaxvlrb.V A R2I11. 4 Job 1 1Truss T1wlry a Ory Ply Melte Residence T101]I82] Art, 15 F11 Floor 4 1 Jab Referenw o eonel Mento,BMdirg Wpplles, Jakaonvi-,FL B.OtOSApr 202018 MIYgZW] Sias MON2Jen0612:WFFJ0J70,417 1 ID:zZ2pvw_v.QIONikKgBGIWyC4_aYgZ1MIkS0010d20N2ar�MggmFWFFJJrf]c4zylg2 o-18 H 1- 10 , ahiz _ ao-o 0312 $y1e=1318 y_ 1.5011 15x4= 1.6x4 II 1.54 II 9k7- 1 2 3 4 6 8 1 B 8 B �9 'jyll 17 18 15 14 13 12 11 Y M= 16.1 11 M 61d ]H bld iSIL 611-t PI fe OX CLYI I1 Edge 0-1AI 19'03 Edrel f19'& EO-0-121 LOADING F.0 SPACING 2-0-0 CSI. DEFL. In god) Lhlefi IM RATES GRIP TOLL 40.0 Rate Grlp DOL 1.00 TC 0.]I Vert(LL) -0.1]12-13 >899 480 MT20 244/190 TML 10.0 Lumber DOL 1.00 BC 0.90 VW(TL) -0.2512-13 >]21 380 BOLL 0.0 Rep Stress Inc, YES WB 0.30 Rdrx(TL) 0.00 10 wa Ne BCDL 50 Cotle FBC2014 PI2007 Matdx-SH WMght SO lb FT=20%F,11%E LUMBER- BRACIN& TOP CHORD 2x4 SP No.2(Ilet) TOP CHORD SbUCblrel Woof s Mhirg dieecfly applletl or tt 0 ac puffin, BOT CHORD 2x4 SP No.2(Ilet) except erM verOcaN. WEBS 2x4 SP No.2(Bet) BOT CHORD Rigid cenieg dwdly applled or 10-M oc bmdrg. Um PL 2-2-0 oc bmdg:14-15. REACTIONS. giVslze) 10=0180-&8 FORCES. (Ib)-Max.Gomp.Mtax.Ten.-AB forces 250(lb)w less except MW shown. TOP CHORD 1-18=A06O,&10-81W0,1-2=8 .2-3=-1902N.34=-24 ,4-5=-2458.N,5{245BN,&]=345&0, 7-8-191 M.&B=JO DOT CHORD 1&17 11509,1515=W228],1415=0.2458,1314 458,12-13 2262.11-12=(11`1511 WEBS 415-J ,1-1]-0/1040,2-1]-9T/N,2-16=01508,31f-535M.3-15=4/506,911=011088,&11=95YJ, &12=4555,]-12=51&0.7-13-22/501 NOTE& 1)UMalanestl floor live lmuls have been widrimml for mis design. 2)At plates are 3,6 W20 uMees oXreoMse iMlcatetl. 3) Recommentl M shongbacks,an etlge,spaced at 1000 be and festered to each toss with 3-104(0.131 X 3')nalls. 9lrongbacks to be anWw to Its at Mir miter ends or restraldmi by oNer Moore. 4)CAUTION,Do rot erect t.backwards. QW.4RHWO-YUNyWtlanp,melwvmEREIO HOTFS QV iXI4<Xa.WCLVOEO Nnex eEFEeaaCE PdaEWi<]]nv.16RYR016 eEFdiEYSE. �� ilvW ld us onlyxlTMIeLC+c Ywz 116 tle93nebaeeaNYupm pa'onielers.ihown.antlhlwm MIW1M Ix�WxYlcanfw,nnl,mf mmsYnem.setae�ne.fre warnwd�4re�mmf wenn me warooexfvefwwn w..eororsmd woPenvk.wamm6«anlnfo me owe�al MiTek pld•p dmgn WxFq.M[' 1e0k rowewanl Wcxng of IiWIULW n,mwel>mJla cfvae mem�iaYv.Addllavk bmWW ab pennawnld«JA] ka+mM�eglred M¢IW4yandbpawenlcdlaPeewmmpwuNe Pnmahj�rmdwaneMea�We.fa aawex 9ukknce�ey[ew9 Ae 914 1e11e 1-1 FNa. k4xmlw.nom».a awen a«m+a.d nackreelfnffi:me mremleroxrea4ramn awNu.a.owerm46cm smx9aaiwr..n Solely lnlamakan avtllRYe hon lam Fkne MXMe.R1e N.lee Sh�l.911e}I2./JemvJb.VP1Tf14. ie'Ta rL 4 JOG aTrues T.Type Oy MY Melbe Revderce n9meze j a I !: I Fit Roor SuppeRed Betio 1 1 Job Reference eGoral Malang Building Supplies, Jelaomllla.FL 1.O EiApYG4 Wl ITek4"?e.CbZ NCOIW2:WS8201] Pape1 ID:2IPpvw_wO1O]UikKgBGkUyC4_e-1111>523k4w11?PCDZthZRBONC910oLEmv3YZTlgWzy3p1 9 4 5 Sm. 1:9 1D Y B e / a L5-0 450 PIaM OiI (X,YI Ii Edge 21110'0. EOA 21111'0.1E O4 21 LOADING(pat SPACINQ- 2-0.o CSI. DEFL In (lac) Weft lW PLATES GRIP TCLL 40.0 Plate Gdp DOL 100 TC 0.09 VeR(LL) Na - Na 999 NIT20 244/10 TCDL 10.0 Whither DOL 1.0 BC 0.03 VeR(TL) We Na 999 BOLL o.o Rep Stress Incr YES WB 0.02 Ibrt(TL) 0.0 a We Na BML 5.0 Godo FBC201,VTP12007 Mat"-SH Weight:241b FT=2^F,1M LUMBER- BRAT BMG TOP CHORD 9 SP W.201M) TOPCHORD Structural Wood sheathing dreclly epplled 0r 45-0oc patina, BOT CHORD 2x4 SP No.2(flat) except end ver0ca15. WEBS 2x4 SP No.2(IIW) BOTCHORD Rlgld mlling directly applied or l 0-0-0m bmdng. OTHERS 2x4 SP No.2(Xal) REACTIONS. All GeerMge 4-5-0. (Ib)- Mex Omv All reactons2501Gorless Hllolrns)9,5.0,] FORCES. (1th)-Mas CompAvlax Ten.-All lotow 250(Ib)or less except admn shown. NOTES- 1)All plates are 1.5x4 MT20 unless ottlerahm Indimhod. 2)Gable room continuous Whom chord llaanW. 3)Truss to be Why sheetthe l from One iece a sea rely Meted na nst lateral movement(La.di,onal web). 4)Gable duds sp ooil at 130 oe. 5)Reoommam 2x6 abongbacks,on edge,sp..d at 10.0.D oc and fastened to eab,truss win l d(0.131'X3')hells. Strol,+acks to be atecbad to watts at their inter ends or mvtmned by other meanie. VWxamve Ve+Ne..:ve nwwnww•�aeFI DNOIESQVh®IIIa NGLINeYYrfxaFFEMWfE PIOFMe]4Am.lam1016BEPWiFUFE pWO�Wltl lw we wYYwllk l�llnon 'Nu.MSU�6trretl aiV uq+n ManelersSMwn artlklum MAUMMGUItlXpcemWry:nl rot Inmb'@lem Pelee uw.tt¢derlg tleY3rwr-rsl�N IMryrRIk:MIry W�Mtltlgi rw'ronnlersaM goln�IY r`curWrale In6elrgn Wlo IMovertfl pYhg Mrlpn.HaYg[utObtlhbpevenl Mrc:tltp oIIMMN¢i kuswMaM/aclvtl memtert FowYooc lomgvmYmtl pennarenlbsFp 6 dwayreZfetlMMtlmmdbgevenleN�:e vMn lwsliepaa>ren FkeY rnl gopallY Wno3e. Torg—rend pMTia, T.T' Ytxtoldvibo3e.vHYVM.MecMnm]Moclrtl olmb InRSYfleme saa1WVIR1 YAMaWW.D9adYYW KS satins Cenlpawnl 9dNy INamdal awlct♦shwn 11�ffi Rale aWMIR.RIB N.lee Sheen.Slle]12 Ne[avJh VPRR]1<. ivrye.FL 39610 Jpp - 1. Three Type OtY Ply Melba Residerce nbme29 os0645 F13 Floor 1 1 Job Retemme Lphanall Melming Building Supplies, hosonvile,FIL 9.0105 Apr 202019 MITeklrdiaNae,Inc. Fn Jan 0612'58:08201] Paget ID:z22pvw_w0f07WkVdBGkLlyC4_a-MbmPllby7pdMAmgH"WMOye]A DCE"3gD o-Fa H 1ao "12 2" 0-104 SV. an= 1 w= 1.564 11 1.6x4= 1 2 9 5 6 15 12 10 6 6 1.564 II AN= 8-1d ]-Y4 btd 10-]-0 btd 1-00 1-0-0 2-512 PIt 09eeNIXYI 19615 E411 '6 560-121115' - 500-121 LOADING gpt) BPACIN& 2-00 CM. BEFL In (loo) Vdag Ud PLATES GRIP TCLL 10.0 Plate Odp DOL 1.00 TO a m Ved(LL) -0.13 1611 x950 490 MT20 2"190 TCDL 1D.p Lumber DOL 1.W BC 0.90 Ved(TL) -0.19 1011 >69] 360 BOLL 0.0 Rep Shares lher YES WB 0.20 HondTL) D.ot ] Na Na BCDL 50 Code FBC2014 PROW Maldx-SH WeIgM:57 ll, FT=20%F,11%E LUMBER- BRM140- TOPCHORD 2x4SPNo.201M) TOPCHORD Enders wood sheathing directly applied ,60-0oc Perim, BOT CHORD 2x4 SP No.1D(%Q except and verticals. WEBS 2x4 SP No.2(Xet) BOT CHORD Rigid caiing directly applied or 10660 oc bmdlg. REACTIONS. gibVsIze) 13=NM3 S,7=56N0-65 FORCES. (D)-Mex.Comp.Rdax Ten.-AO tortes 250(ID)or lees neept when shown. TOPCHORD 1-15520.6-7=-53810,12=51&0,23=-11440,3d 104110,4-5=-1041N,55=-55N0 BOTCHORD 11-12�9)e,10-ii�/1202.8-ID�11 W1,&9-0/1041 WEBS 2-12=642/0,&10-35(146,"9- 10,55=-912N NOTE& 1)Unbalanced Uw live loads have been considered for this design. 2)NI plates she WW20 udess olhoone indicated. 3)Recommend 2x6 shongenks,on edge,spaced at 1660 or and laddhad to each buss With 310d(0.131X 3')nMIB Shongbacka to De attached b wens at their outer ends or ressa ned by other meas. AMI0.YNa-VaMy Oevlenpusm.lene'WNUaXOIE9W11XIe4Ha pCWMa MIEx PEfEPINCE P44EM6]eTJn✓IOW^AI6aEFWiE UeE Oelpi wlpld us on'y rrlN Mlel9ilcmro:Iws.Mstle9{p b aaruprn Paan=olar.wn.o�e]alumYVAN9.tl WJYq cmpMnnl.ml lnarv.�u+a.este.�.n�e testae na.aen msl.anry ma mury olaerlv�w�neaea mawnr r��wmre msm.�nm ma o✓e,al M b°aare daaP. aaaoadbaekto savant l>adme akar Imswaonadl�=Iwa mameanarvv.oeaxona wmPorw oa eamwrentaa<a'e k RwaM1�e[pMetl soon, Pa.vxm PoscHFa�Wee ssaswWenw GTends.o6.o euba�cerepaane Ae sYOev.M nine sen' n.n.- .O . matins m]bm'rM 21 N,1— Ys n312,aVpUM1V M=H'- la.De6NYq N:LWMNCOmp0Wa TeaPe FL aYio eenHr lammwnoa avadxa none nus Rea ramaw.2le N.teesaaat.sun 312,aaxaiee.vnnple. 4 Job Trum Truas TYpe Oty PIY WMa RBNdonce Tfolne3a J16060.5 F14 Flom6uppoaetl GeEla 1 1 ' Joe Rei I X51253__ 17 Page 1 Mennirp BUMing u,p,., J.l 11 IDaM,Ane wOjO)Uioo BGk W4_a-UCMnPIjb?7pdMA HZ0yN10)OBUEDMnDCEIWg3g0 �-0 0H0 Scale•1:1]5 0 3 4 5 6 J B 8 1 q Bosom LEI 1 16 17 16 15 14 13 12 11 10 L3— 10-7-0 107-0 Plateutuararl R EOoa W 21 19'0-1-600 21 120'0.15 PP 21 LOADING(psl) SPACING- 2-PO CSI. DEFL. In (lac) Wen W PLATES GRIP TOLL bD Male Gnp DOL 1.00 TC am VBA(LL) Me - Ne B99 MT20 2"100 TOOL 10.0 Limber DOL 1.00 EC 0.01 VeMTQ Na - We 990 BULL 0.0 Rep Stress Incr YES WN am Hom(IL) 0.00 10 Ne We BUDL 50 Gude FBC2014RPI2007 WeMySH Weight ae lb FT=20%F,11%E LUMBEW BRACING TOP CHORD 2x4 SP No.2(fiaR TOP CHORD Strul wood sheatNllg tl redly all or 6 0-0 oc pmllos, SOT CHORD 2x4 SP No.2(ne) except and veM.N. WEBS 2x4 SP No.2(net) BOTCHORD Rigid ceiling dinedy al or l0-0-0M owing. OTHERS 2x4 SP No.2(net) REACTIONS. All bearl 10-7-0. (lb) Max Guy, All reaUiom 250 N or leas at poll 18,10,17,16,15,14,13,12,11 FORCE& (6)-Mex.Camp.Mlax.Ten. All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1Sfr,,MT20 unless otbmwlee inJlcated. 2)Gable regulres oonl arfes bottom Crgrd bearing. 3)Truss tD W fully areatt1e0 from ora face or securely bracetl against lateral movemam(Le.all web). 4)Gable stINM spaCeE at 1-4-0OC 5)Recommend 2x6 atrengbacke,an edge,feel at 10-0-0 a our,fastened to earn loss in 3104(0.131 X 3')new. Stmngbecks to be aXadled to walls at their outer ends or restrained by ottrer oro rs. Qw1ANNa-WMF aaMPPvurlNws NOTES aN TrIMANO MIUDED eoFM REFEMNGE PAGE d E CexTNtll lau®My WTrN14O clFEtleKTaDsalaN µeN1[xeamaiers 9rox11ntlal N nrm MRSIn �IpemR.xw MYSVUBWiarmulvalN ma gyAkadlNaldN�1{xNareRnadper¢IYI V 1 � II euareawan R�roneraaaslorrevw�xure0lxNnua mo.reoauNanoram�nexv.Awn_.,uv ..Y x. , .. I,.re.n MITeK xRrvcy[repMed(ailYiN�bgaaenicdl((Aa WIh OUYNe 1>M�MxeaYatlpcF�Ymn�s. rw noreial PUltlm�lonno3iry{Ilw 5606 PeM Essl ehtl. plxkMkO.ylgOpp,cplvary.erecMad tractpol lnAH m'l lnnMlanSfeMflel/INIOYdIN adlwN.ask-09 arA aC3l WeOrip Canpanmr Tmrpe.FL 33610 adMy In1wmYXOn m^]exMe adn ln6 Rab MMe,Rle N.Iee STeel.9Jle 312 NerWh4 VARR]II. Tmsa There Type Ory Ply Melba Reasserts npfne3+ J180845 F15 Flow Supported Gable i 1 Jab RelerelKa(optioned) M.,ta"mrR Supplies, JelUmhoula,FL fi.OtOe Apr 202016 MITek lMlslnes,lrc. Fn Jen 0612:SB:102D1] Pege1 ID:]R -wOIO)lp0,Kg6GkLl)G_e-yPFD_ImL FgFWlA UV0lVNU71gO?tynDPx/3gt 0114a lips Scalae-1207 1 2 3 4 5 a 7 e 8 10 11 12 13 14 29 27 26 25 24 23 22 21 2J 19 18 17 16 15 ass_ _ 1]30 17 ao Plain Oftea Df.Yl I 'Edpe pQ121128' A041211300. 4lO421 LOADING(PSO SPACING- 2-00 C61. DEFL In goc) Mefi Ld "TES GRIP TCU 40.0 Plate Gnp DOL 1.00 TC 006 VW(LL) Na - We 998 M120 2"ISO TCOL 10.0 Llxnber DOL 1.00 BC 0.01 Ven(TL) W, - Na 999 BCLL 0.0 Rap Stress 1. VES WB 0.02 Hm4TL) 0.00 15 we Na BCDL 5.0 Code FSC2010TPI200) Matrix SH Weight]6It, R=2 F,11%E LUMBER- BRACING- TOP CHORD RACING-TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural Wood sheatlAg dlredly applied!or 6 OD K punne, BOT CHORD 2x4 SP No.2(flal ex ea ttld yel9cals. WEBS 20 SP No.2(flat) BOT CHORD Rigid ceign,,o ly applied or 10.0-0 K lamng. OTHERS 2x4 SP No.2(flat) REACTIONS. All beadings 1730. (lb)- Mex Gray All reactions 2501b or less atlolnt(s)28,15,27,26,25,24,23,22,21,2a,19,16,1),111 FORCES, (lb)-Max.Comp.Max.Ten.-FII fomes 250 Qb)or less except wfxxl shown. NOTES 1)All plates are 1.5x4 MT20 trouser dherame indicated 2)Gable requires continuous bottom chola beenng. 3)Thin to be fully sheathed from one IKe or secUody braced against lateral moyemeat(Le.diagotal Web). 4)Gable starts spoof at 1-0 m. 5)Relwmmend 26 almngbacks,on edge,spaced at 160.0 oc end lmtenO to each tmss WM 3-1 W(0.131'X3')rolls. Stm,bo ks to He atiadled t0 Walls at M&r ONed ands or restrained by Other means. , WAIWNOVwYly Yen Pvar�lxwW 6FAp NO]E91TY1N5 ANa NCIWEe MRCxeEFEMNCE FAOEYE]IAm.Iaw9�NlPwf/O9EUaE �9g1 Wpld uss onN'e1M a'UeAOcdvcclwi.Rh Ceµ,k lvxtdoNY Viw�MwEaim lwwrtmllz Iw mMIW ia'IVEQnq cun,Ix�WnI.roi MWm.aslwe� In bJVFpdaYJm�m,rtivellHlM tx}YkeRllry olUZJgn f�'wmlxrtuW ggiedlYXx:olpdnle lM OefUnlnlalMwctll FUYCYg cei�. ax.Xg Yulcaletla+o weeand bwXllny of Mx11vk1wl e,¢,weSm[I/w cMnf mumtai Wy.MkX1kx✓91emNdaYaW nannQenlba lap rdro mylaedlw[IaLWlyoM tow eventcdlRx'ewlladwnno smadwtaoN dd IXWenash,ca . Idpmad ptlaKe ding U rn Xie aepXPW EvtlBH. aMkrefor oser,o. latft.srecMn WJ IY Bard , I18K me Mm sure Aceun IPIIO MCIXxN,DA-09a10 KNXUMnp Canpwwnl Sa1My InlwmaXM wtlYtYa M1dn Irm Xab FaYMe.RIa N.lea Sheet 911e JI2.AIeXmSki VA22]IJ. Tudpe.FL 3E10 Job Truss Trim Type GN Ply Melba Residema Tto1i7932 J160845 Alen GABLE i I Jab Reference f,hiefterg Manning BUlMinp Supplke, Jel¢omille.FL kKgEGl Ayl202016MITek lntlwhies,Iro. Po Jen019 AOQOESkGE7Pepe1 ID:712P�w_M]jOTIIMKgBGkL1yC4_a OT4cPRKmwFlrlw_i1cOgD1DOGVJAOGOE13-71 Ury3g2 111 ho 5914 1L11.O 11 So 1%0 5-ttd Stt-8 OB-0 Sea. 125,7 3x4= 6 7 5 B 4 sod tz 3 9 n 16 � 10 L d 11 400 7 is la m 1z an. avis n-vd PM1 OflxbfXV)-- 120.&120.2-01 fe'p Edp 1110'05120@-01 LOADING(yell BPACMlG- 2-0.0 CBI. OEFL In (lac) gdafl W PlATEB GRIP TCU 20.0 Plate Grip DOL 1.25 TC 041 VBR(l1) -0.01 11 Nr 90 MT2o 244/190 TWL ).0 Lumber DOL 1.25 BC 0.18 VeR(R) -0.M 11 M 80 ECLL 0.0 Rep Stress War VES we 0.04 HBR(FL) GOO 10 We We BCDL 10.0 Cotte FBC2014,TPY2Oo7 MMRItSH Wlnd(LL) 0.00 11 M I. Weight 5816 FT=20% LUMBER _. _ SPACING- TOP CHORD 2x4 SP Ni TOP CHORD Stmclursl woof sheathing Greedy applied or B-0-0oc palli s. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling chni applied or 10O0 oc bmdng. OTHERS 2x4 SP NO,2 REACTIONS. Ali beenrlps 11-11-0. (M)- Max Hou 2=53(LC 11) Merz lJolft All uplift too Ib or less atldM(sl 14,15,13,12 except 2=159(LG 12),10=-159(LC 12) Max Grev All reactions25016wleas Mlaint(s)2,10,14,15,13,12 FORCES. (I1b)-Mex.Comp,17A .Ten.-All lomea 250(Ib)wless except Mien sflown. NOTES- 1) OTES1)UrLelanced roof live loads have been considered for this dEdgn. 2)Wllxd:ASCE 7-10:Vu11=130mph(3dewnd gust)Vasd=101mph;TCDL=4.2peC BCDL-�.epei R25R;B V5ft;1-241 save=211;Cat. 11;Ev0:Enrol,GCp1�0.18;MFRS(dlrerter-al)and!C-C Cornell-1413 to 133,Extellor(2)133 to 711-B,ComBl(3)S11-D to 91-4mm:cantilever left and right expender;and vMI Ng and night mauxur ;C-C W members and house 8 MFRS for hardens shown;lLxnber DOL-1.60 plate gnp DOL=1.80 3)Than tlwlgned forwind leads In the plane of the buss only. For studs exposed re Mnd(mlmal tc Ilse fare),see S1 aM Indwhy Ge le EW DOWa as applicable,a� qualified bWlding dasignerw per ANSVTPI I. 4)All plates are 1.50 Mr2o unless dlNrMse IMiOrded. 5)Gable requires Wntlnlrow bottom chord bmring. 0)Gable stud.spaced at 2-0-0oc. 7)This hums hes been designed to a 18.0 psi bottom ch0rd live bed nonconcument with arty other five loads. 8)•Tire trues fes hem designed for a flim load Of 20.OMI on Me bottom chord In all areas Mlsre a rectangle 36-0 pull by 2-0-0 Woe .11111 betwwen the bonen chord antl arty other members. 9)Provide mechenicaf connection(by others)of trues to boom,plate capable of wilflstaLOng IDO It uplift 0Ioint(s)14,15,13,12 except it=lb)2=159,10=159. 10)Curti pur in representation does not depict the auto or the orientation of the puRln along ttw top and/or bottom Moth. 11)No notches allowed in overhang and 1oeo0 from felt end and 1OB00 from right antl or 12 alog rake from smart,Mlichever a larger Minimum 1.5x41ie plates regored at 230 o.c.maximum betneen the slacking chords. For edgaMse notching,provide at least one Ile plate between each notch. QWLRHWOVme 6.gnymmxu.rrO PEFYNo7E4 CN lIN4xNe YKLVOEe MrEx aEEEPINCE PRGEMFLAne Ie9Y.tlI5 BEFOPEwE. Wplw uv WYwTro Mleaaaxrr:do,x lYetl[N(InelxrtM wYY upon ppianelen Nom.mtllSlam MINMnI Wxnywmna✓n1.wl MMn.Bela.r.a.11c WIwYA tleeMre�m.nlvwlry II¢gylbdYlNoreo9g,Wamele¢aM go{vriY YwPxpwale IMtlevS n Flo e¢ovcytll uAm9dak eacngxeewedal.lxe.'enl LucnYxl nrlrcMtlW naxw.amara.I,admemna.wv.ndamrw bmPaavuNpeana'sn[recNn ek• BtlwasreAeea WAcdlmaMrogevenlcWgNe MlhpaoL FB Vix✓JhV..Ym]IxoPam dm,oaeH,ru—tlpa�,ce Fouomaglhe ImL:albrt[Iaa3e.tlellJery,mechnm[I dcdlxrolln�:a'AlruamlINna See/,Xf/Tt OYyIYMxel paLaNT4 aCal auWnp CorrywMl Na. FL EarBIR. Sy.N INpmaIM wdllie M1wn Iris Fele hMule.f1a N.Len mAee1.911e]12 NmTM6 VR'1R31<. tang.,FL Fare A Job Teva True Typo Ory Pty Melba Reciderce 01 033 J1&BGS A02 COmmon 3 1 Job Relererce anal Naming Building Supplied Jamondlla FL 4010 s Apr 202018 MiTek IMUNea,Irc. Fr Jen W 1253:34201] Page 1 IDaZ2prx_x010]UikKgBGFLtyC4_aATCCRRKmwFlnw-91cOgD1DdN]HGOxSkDE yUry3gZ S11A 11-110 1&]A S11A Sttb 180 Sulo=123.1 41 2 6W 12 13 12 14 9 s 4 as= 1.x4 If a.4= S11A 11-11-0 sna stta LOAMW(WO SPACING- 2-0-0 C&. OEFL in (lac) Weft w PLATES OBW TCU- 20.0 Plate Grp DOL 125 TC 0.29 Vmt(LL) -0.02 5b 4999 240 hi 24Y190 TCOL 7.0 Lumber DOL 1.25 SC 038 Vml(FL1 -0.05 &S 4999 100 BULL 0.0 ' Rep Spass LpI YES WS 0.05 Hm2(TL) 0.01 3 we ma BCDL Vro Code FBC201UTPY20D] MaMx-MSH Weight 4510 FT=20% LUMBEW BRACINO- TOP CHORD 20 SP Wo 2 TOP CHORD Structural wood seentlang diri applied ora O0 oc WHIM. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid celNg drectyapplled or 104-0 m Meting. WEBS 20 SP No.2 REACTIONS. QM1, i) 3-33610-58 Max Horn 1=O0(LC 10) Max Uplift 1=-156(LC 12),3=253((-C 12) FORCES (lb)-Max.ComplMax Ten.-All lames 250(Ib)or lees excepl Man shown. TOP CHORD 1-2—SM(Pt,20=5310246 BOT CHORD 1-Ss901412,3-5=-9&1412 NOTES 1)Unbala gel mol live loads Have been i mmudered for this design. 2)all ASCE]-10;Vd lWorth(3-second gut)Vase=101 mph;TCD,k.2ps1;BCDL�Ops; h=251t;0=451( --24f1;aavw4th;Cat. ll;Ely C;End.,30pix.10;MFRS(dlrediooeft aM C-C EldedoR2)POO to 300,IMedm(H1 0-0 to 5-11-9.ExletlOr(2)5118 to St a5 Sone;cantllevm left and dgM mymed,and vertical lett and night egwaed;C-C for members add forces&MFRS for maMou shorn;Lumber DOL--1.60 plate grip DOL=1 60 3)TMs tons hes Dean dmignad fora 10.0 of MI.chord I'rve load norde, lament WN my that If.bade. 4)'This trues has been designed fora live load of 20.Opsh on the fathom"to In all meas Ware a rectaegle iso tell by 2-0-0 Olde WN M NMeM,the bottom chord and any other mmnbets. 5)Rather to gimerp)for moss to Inns ccamadme. 6)Provide nn d ical wmadlon(by olbem)of buss to bearrg plate capable of wrNawroding 100 lb uplift atldnl(s)except gtdbl 1=156,3453. �WAPNWGVMIy a�lpn Polx^MmvM NEAa HOIEe pITX4 ANO N'CLUOEO MNEx PEEEAANCE PI6E W AArov.Ia6V1a I56EFONE USE. Ixe1�w3M la u¢aYYwlla FXIeRIDcavedort.RFJeSyi kbatvJCNY uWn Waneie¢Siown.aM kid an MM]xl n4ndun ampnieni.rot oneeetem.W..v¢.Ne Wimp WfpvUmlrtl YelpylM<CpkdMlNd OsMn p+omelenrnN poaeOYKr^WIOM.,Jeopn MO me-,dl WtrpUBY9n,H llphXvla0Ybn1ecen11w nnoundled.M1mwebutlld..."orelaaYy. MWIM'd rempwaYroW CwmamibWp k• kdvttv51ep1etllweMMawJ to wevenlcolLCm WM WVIH FeIaMd 6YlrvadpmeMdvnO9e. ragaleld plMkneelgTaapxle 6e04 Pub Er BM e, t oet,ikM1oweei dtlNaY.amClbm nmo, gal lnefetmdlllm Wslemaa3MM/MI VW NGMkIp]BAOq KY aIMgCamIWIWm Iran,FL.A10 ryalYypmebn wWis kom ry Pole IMMK 414 H.1ee Saeel.albdll,Nma�S.b.V/I YYfl6. 'Job Tluse, Teas Type Ory Pty Melba Residence T101]I834 JIMMS 801 Hip Girder I 1 obR t 0 tonal Manning Building Supptee, Jeksonvllle.FL 8.0106 Per di Ml lex uousoly,im. rm em w ru.58.35 W17 Page 10:1Z2pvw YAjO/1JikKgBGkUyC4_a-ysBMs7MOSUVMWIM7etULejbk 8a ONzy3gX 440 638 V-.1 02 14.].8 1P11-0 21.1-0 M1b0 S38 6e-0 480 538 1-80 .1. 139.6 4»_ ISM II NMLED 4x10 NAIUM 15th II seed. 4.'10= 3 6,00 12 1e 19 20 I.o4II1 a 2 10 zz as 9 e 4.4= NAILED 1x4_ acs II 3<10= za4 II spates B v Sir- a114 1478 10-11-0 53e 480 410 SSe Plans OOse (%YI- 120.2 Edo l l3'Q]-00.2-0I I ' -200-061154]-00.2 118'02-0EOgel (1142-)0.0.121119'0.24 0-0-121 LOADING(pal) SPACING- 2-PO CSI. DEFL in (roc) Wefl W PLATES GRIP TGLL 20.0 Plate ton DOL 1.25 TC Me Vett(LL) 0.12 410 x999 240 W20 244,190 TC,L ].0 Lander DOL 1.25 BC 0.89 Villi -025 410 0914 190 BCLL 0.0 ' Rep Stress load, NO WB 0.30 Hoa(TL) 0.05 8 We rga BCDL 10.0 Code FBC2014/FP2D0) Matlia-MSH Waghb 1261E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2-EteepP TOPCHORD Strudurel wood slleetMng deadly appllel or 3-1-5 ce purlins. 35:916 SP ND.ID Except: BOTCHORD 2x8 SP No.1D 5-2-0w Mdrg:31 WEBS 2x4 SP No.2 660 oc both 4-5 OTHERS 2x4 5P No.2 BOT CHORD Rigid coshing tiredly appial Zit-15 oc breci g. JOINTS 1Brace at Jl(sy4 REACTIONS Qblslze) 2=1591/45-8,8=123W58 Alex Hort 2-8317) AAI,Uplift 2=695(LC 8),18) FORCES g1,)-Max.GompJMex Ten.-All bran 250(lb)or leas except when Mown. TOPCHORD 26=-3057/1229,3-0=30141281,4-5-301N1281,68=2189/833 BOTCHORD 2-12-1024/2885,410=10302721,69 efiN1911,&8=652/1906 WEBS 312-1011109,34=2TU382,49=412/9JO,S�-595113% NOTES 1)Unbalanced root live loads have been considered for Mis design. 21 Wind:ASCE 7-10;VUR--130reph(3second gust)Vaial01 mph;TC01-4.2pat BCDL=3.Opsq h=25tt;Bim- fii 1=24f1;eave=4lf,Cal. II;Exp C;End..Gi St MFRS Mireddrai wrtill lett aid right exposed;and vertlwl lett and right egwaed;Lumber DOL=1.9D pate grip DOL=1 60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10 0 psf bottom choN live bad nonconwhent Who any other live loads. 5)'This truss has bean designed for a live load of 20.0pst on the bottom clord In all areas where a redongle 36-0tall by 2-"aid. will fit between the MR.doom and any other members. 6)Provide medlazdcal cgoreclion(by others)of utas to bearing plate capable of wiihslanding 10016 upitt M jdnl(s)except at=1b) 2=885.6=53]. 7)Graphical pudin s presenlallo,does not deed the size or the orientation of me pudin along the top ander bonen chord. 8)Use Simpson Snorg-Tle HTUM(20-1 off Dinner,11Ideal 12 Thed.Single Ply Girder)or epumnent at 7-114Imm the lett end to connect lruss(es)to beck face of bottom Mord. 9)Fill all nall Mies at ere hanger Is In ponied Win lumber. 10)'NAILED'Indlwles 310d(0.140-X01 or 3-1 id!(0.148'x3.25')toe-roils.For more details refer to M(Tek's ST-TOENAIL Detail, 11)Hangers)or other wnrledlon deal shall ba provlded sufficient to support poroanhated loeff(s)25010 dawn and 29411,up at 5-38 on top chord,and 286 b down and 411E up at 53-8 on bottom cord. The dealgruseiecllon of such connectlon devidi la the responsibility of others. 12)Woman,Additonal permanent and slabiliry bracing for Inas system(not pad of Mis omnponent design)is always required. 13)In the LOAD CASE(S)sedlon,loans applied to Pie law of the twee ere noted as hont(F)or back(B). '4vies p-Y.'Y/4alpn OvwMw./16 eFIO NORa t)1 iIW4NO NCLY0I0Y/6YXUFNI[IIMIiNAm.la d1FlHO/IEYeF. �Wplw Un wYYMIm M11N$conreclorsllttlz33nxPxM aJY Wa�P,aumelar4YM.oMlsla mh]IUUd GItNgcompnmt ml bY<aNaY4dn. b¢fiOlrvTk:MYeftlo .*�IGtt'd Vo11ry]N41JwleIF-mwenatl/aeMdmemCeinuYY.PQ11 Mbm to0.rma'a,IdhaeYq ldwnreahaN ru a0.WnY.to ax-Ien,Ari+'R wIh hrvi PeF- .9"ad POPe... Irr paws PMkne chroo gM MTt.' boricmm naa3e."..,.mcclkwmtl Maad.rl.aaxlhncsyelenn te98NANN1 song, Ownu0YBm4 kLR kugnp Gmwpwnl aawv.n.Ewexe- ByHyYlpn,cb,nwLCLle item iw%We IruMiOe.P1B N.Dre snot aditr alt..aYM Vh21a14. Tempe.FL x3610 2 Job T. T—TYPE QIii Py MORES ResdG Cs T101TR34 J100046 NO Hip Ginter 1 1 Job IRefers I Menp Buitlp SUDPliea, Jeksomille.FL 0202D13M,, IMd.M wFn ] 32d1] Paget D:22pvrywQj07UIkKqBkLyC6apOMsMOVA0jM79UL6bOeIBeONn/Jq% LOMCME(S) SlEndeni 1)Dead+Roof U.(balanced):Wmbel Increase=1.25,RIME Increase=125 Unioan Loads(pil) Ven:1-154,3-5=M.5-]=54,2-f 20 Concentrated Loads Ob) Ven:3=-200(B)I0-M(8)18=-]1(8)19=-13 (B)22=-40(8)23 4n(B) rpryryp.VMly dnuenpnrrnlne nod PElD MOrtE M ndE AW WOLMED M KGEFEAdN PIOE NM)i]]m.160YNIE9EGOaE UEE 0.'m Wkl for maaJywlbr MIIekEcwrnwtus.IMtlwgri t Wtetl aNy uf�^Imm�wlws Nuwrt au1R for mbJlNtlud IwYtl1p oempa�enl.ml o braey[lem PxlueuC Me Wdq Oos,}ier rnrnl rerlN IM gyMadrryul Je4,In rKKanelonotl Iv�pwlYucoPx'^aM Rre Cbbnlnb Me omdl Waq dul�l� &4gh[1k:Otedb,,—try dWCNln]o11MNkhM Mmweba'dlwclwdmmmberi WY.Ptd—I bml%awYa'A�mwxryrlw Lg M k• b clwaf baa.. MClModlo gevennc 'Gwrlb W%EMe LarfaFJ lb�rywpw'tt Ent . Iwgenevvl9rXhce�erTatl�q lM sdtnt, Ml Ndrne.delhay.aaclbnalq Mwl'go 2nmsm]MRMlemsmM n Intl VR CrOxb,OHdYW KEI XUMnp CObW'rent 9E .FL=1EGE End,0M' fdely NbllMXm wat�'E tpn Iw Ro,§hMMa.RIe N.lee Shta1.5WR314.Nevuv'1b,VRY131 E. Turye.FL E8910 Job T. T.Type ch, ply Melba Redderce T1013`7835J160895 B02 Common 2 1 Job Referenda 'orel Mann,Building Supplies, Jeksonale.FL B.OtOSApr 202018 MiTeklntlustries,Im. Fri Jen OB 12:50:3]201) Paget ID2Z2pvw_wOlONi1KgeGMlyC4_e-OinTMODMMMV(CHZO p_WOOT12 SWPro4W -1$0 4110 61P0 1411-0 1991-0 21 19 1-80 4918 509 S60 4114 160 ¢tle=1a]] aw= 4 6c9.,tz 17 10 15x4 II 1.W II 3 0 19 16 8 2 ) B 20 21 3 see 4919 14918 a-ud F 1000 40d LOADING gap SPACING- 2-0O CSI. DEF1- In gdo) ide6 w PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Ved(LL) -0.23 69 AN 240 MT20 244/190 TCDL ).0 Wmber DOL I.. BC 080 Ved(rL) -0.61 8-9 X392 100 wa D.0 ' Rep Stress Ina YES W B 022 Horz(fL) 0.03 6 We We BCDL ISO CMO FBG2014/1rP12007 Malrlx-MSH Weight:9616 EF=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Simdurel w sheathing Weedy applied or 4-9-13 m pM1lre. BOTCHORD 2x4 SP No.2 DOT CHORD Rigid ceiling tiredly applled or 160-0 m bating. WEBS 2x4 SP NO.2 REACTIONS. Hb/size) 2- 300-5$,6�8d 5-8 Max Hoa 2=-13)(LC 10) Max UpN L35)(LC 12),6<35](LC 12) FORCES. (Ib)-Max.Con,J Tan.-All forces 250 gb)or Ids except ymen shown. TOPCHORD 23=-12951475,3m1300 W,45=1300/BW,5S-1295/4]4 BOTCHORD 2-9=301/1155,69-15NA9,6$-8118g1OB WEBS 4d-25)/6615$=26=30,4-9=25)/052,8-9=263230 NOTES 1)Untoopmootl roof Ilve loads have been considered for Nis design. 2)WI1M:ASCE 7-1 D;Vdt=130mph(3second gust)Val 01mph;TCDL-1.2psf;BCDL-3.Opv;11=25f1;13-15f;L4411;eave=l2 Car. 11;E,G;End..GCp=0.18;MFRS bluednnal)and!C-C Extedor(2)-143-13 to 1-63,Intador(1)133 to 9-11-8,Exbbbr(2)9-11-8 to 12-11-82one.canrileva left and light exposed;rod ventral 10 and right exposed;C-C for member and forces&MFRS for reedl shown;Wmber DOL=1.80 pate gnp DO1=1.60 3)Tris rnas has been designed for a 10.0 psi bottom chortl live bad noncxmwrrem rth any Other Ilve loads. 4)-Tbis buss has been designed it a hye load o420.Ops1 on Ina bottom chord In all.reas where a rect.,I.3E 0 tell by 2-0-D WOOD MII fit between Ne bottom chord and any other members,wird BCDL=10.0ps1. 5)Pmoce mechanical connec0on(by others)0f truss to bearing plate caped¢of withstanding 1 D Ib upN at 1o1n1(s)except gidb) 2=357,6�5T Qwin-I,A VVHy aepn PerVmu=+mC i-,soE runH94He XIgU MI1E1["'mo-'. HCE VP is m.leWMISBFPo.PE1/aE 1 eexa�v�tl iq ux oolY Wnn LMIeMHcgmckxc eYsdaxa�85ug1aNYwa�wgeelers Ywwn.oq Is la mMINCud dad�p oanrpenl.m a1nm MWm.P¢1ae�.IM I.wIMm9tleime�mut venN ne 4NIcodIN o1CeYP�wgrclersagwM>a4v Mgp'gole 8h�xa�Inlo1M for p4(yq daSM�. asFq h]cObtlalo IXeveen lucFHMOIYvxw3�d aolvebudMCMHtlmenYaagYY-Iblpq�d Rmpgaygq�mmmmkxl 8R+/ah regeed M+YtlNaM bgevw4cdkP'e WNMVda Pqu�wl teVYa'O pKenY Wn�e. fg9a�a.el P4�a' �e9a�q Ma WW Pwb EM BW. swee n, uWe.c§Marv.aecMn OullVwigo218N.Ladlnmmlemc reMXWM,VA V3GfM+.0.Yd9mf lCR avkT90eaPTen1 4axM Inlmmmlm wamangn Ino Hord saaale,x1e N.Lee meal.axb m2,e».udle.VA 22414, rwRw.a 33510 � Job Trust hum Type Gly Ply Melba Reeiderce Tl9lnme JMa815 BOa Carrara I 1 J R DD el Manning Buildup Supplies, Jekaorrville,FL 0.0108Apr202016Mirex IM UDDP lm. IUJan96 CgD2uG5N:3S W17 Pepsi ID:II2p+'u_rAIO]UiFKyBGkUyG4_auFJ]G0NG_UDDPoIorGveC3rvgwM C0O2euC55Fry31 -0&0 411-8 &160 1b11d 1&11A 1d0 411-8 SOO SO-0 611-8 44= Bul.-t35.t 4 B n em u 154 II 1.54 11 a 5 0 15 8 2 $ 1 B 19 2D ] tbut_ 'SH— 'y4 3A- 411-8 &140 N91d t>11A an-a so0 500 4-114 LOADING fps9FLIACINO- 200 LSI. Vera h pot) Weft Lid PLATES GBWTCIL 20.0pDOL 1.25 020Vett(LL) -0.23 ]6 >99B 240 MF20 24Y19OTCDL ].0DOL 1.25 SO 000 Van(TL) -0.81 ]d >3B2 100BCUL 0.0 ' ss Ince YES WS 0.23 Horz(Tl) 0.03 6 Na No BGDL 10.0BC2014 P12O0] Metrix-MSH WeigM1t 9316 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Slmdum Mood thereon, hardly applied or 449¢WHIM. BOT CHORD 2x4SP No.2 BOTCHORD Rigid awing sledge applietl 3 or 912 oc bracing. WEBS 2x4SP No.2 REACTIONS, (Id51ze) B=TJSIO-56,2-X32/65-8 Max Horz 2=1351LO 111 Max Uplift 6=-263(11UC 12),2=659(-C 12) FORCE& Plot-Mex.Comp.IMsx.Ter.-All forces 250 Qtr)or lose annual wfien Shaeft. TOP CHORD 2-3=-12981484.34=130X1610,x5=1313/621,56=13051502 BOTCHORD 2-8=3]4/1143,]-8=194/692,6-63]111119 WEBS 47-260180`2,S]=26]/240.4-8=-2551882,38=2631238 NOTES 1)Unbalanced and live loess have been consideree la His tlmign. 2)Wift ASCE 7-10;VJI=IaIXnph(3saoolM gi eU Vaed=1 Ol mph;TCDLA.2pl BCDL=a.0arl;11_25ft;B= Vtt 1=241;asst ;Cat. H;Exp C;End.,GCpi=0.18;MFRS(diredlonag and C-C Eshoor(2)-16-13 to 13-3,Intenor(l)1-33 n 9-11-8,Exsedor(2)9-11-8 to 12-116 matt Canlllevm left and night exposed;and ver irel IeB and right exposil for members and beam 8 MFRS for moraine shown;Lumber DOIr1.S0 plate gap D01=1.60 3)This plea has been designed for a 10.0 Wf tannin shed INe betl nonconalrenl Mill airy other we harder. 4)-This hues has been designee for alive load of 200ps1 on to bo9an dartl In all arem wider a raclalgle"0ted by 2-00 wide MII Bt between etre bottom cMrs and eery other member,IMM BCDL=1O.Opd. 5)Provide mecM1enical connedlon(by others)of Wm to tearing Plate capable of Attenuating ing 10016 uplift at Idntls)except ptdb) 6=263,2=359. WR RRx14 YMIy M[Ienµ[mNx[mCeau.marts aN Me, aso MCLWEa MIIEN REFER<HCE PIOEMl[)J rev.IYtl Is aEFOFE USE aeon xfl..cr—i,ou,ouson, vaetlwYYurm WmiNerstlwwn.l[tai min]N[ 1 WI0llg cwnlonen6 ml In ream Pelee ule.We nutl UesommW-11,1.y%i.1N o1 tle09n p'a--I—.pr",lncwV 1 IM ooacn M10 Ilan wevl .1 deal HaYg.,,seu.1.Peeves ourriga.1.fimwe0.1.11PntlmenYlehSwJy MJalbrcl lmnPaayaMPwnvtcnl da]16 htAwmRle[FAad Ma MMmJbpavenicdl�%a Y.MnL eFaW>thd H[4 atlpcCellY Wn�e.fa9elwhd PbahNlNaRq Ts MO<e[N1 ra,mda.meas,a9xYahY.rea�non as bmotla a Inlaa ma Ines swain.laawu]m 111a4Fry cd.M,DmdY aIa edA w.>.q Ooawoh W M ]dNYlNpmebl ov.fdllehan lora RolexnRlle,Rla N.lee meal.9lle x12 NeralvJM VA22311. T[iry[.FL]3m.0 use Trusser Tres.Type Oy Ply Melba Friends.. T101]783] J160695 BW Rate Special GiNet 1 1 b Rehearses lo,,nonal) Manmrm Bulltllnp Supplies, Jel¢olMlle.FL 8.07UAK,K,, -MR rU8O lnL411u ni Dsiwt2a8:3920P Papal ID:aZ2pvw_wg0)UikxgBGkLIyC4_e-MPNUBOJnL411YfP_OOkGN-11 uBBtYxedlry3gU -180 Lttd B11d t0ttd 1034 1981 1334 2I-11d 281d 1$0 6118 Seo 500 330 bS0 3]• 180 1A0 smN=Ina ax4= a aero tz tw II 1.&4 II 3 5 13M II 6 2 17 5 ) NAILED 8beciN 2 B 10(0 1s za zs 14 13 1, 25 11 = A.- 4at0= tsa 1 URD I. 1&4 4n0= 3pxN an.6 A410 te30 11e64 z-74 24n8 1118 104a 338 1-sd 3]4 180 Plate Offsels(XY)- 184540-2-01 LOADING(psi SPACNNG 2410 CM. DER- In (incl Wefl W PlATE3 GRIP TOLL 20.0 Plate Gup DOL 1.25 TO 0.40 Ved(LL) -0.2014-15 x999 240 MT20 24VIN TOOL 7.0 Lumber DOL 1.25 BC 0.90 Ved(TL) -0.5214-15 x452 180 BCLL 0.0 ' Rep Stress Imr NO WB 010 HOG(-L) 0.02 12 No We BCDL 10.p Cotler FBC2014 P1200] McMx-MSH Wei,M:12516 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Shrx.9ured wood sheelNnp directly applied or 5-09 op pudlre. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid selling directly applied or 840 w Owing. WEBS 2x4 SP 610.2 REACTIONS. (INsz.) 2=]886168,12=1055m38,9=1]2M3{1 Mex Hoon 2=13](106) Max Uplift 2-34](LC 32),11-312(10 8),9=-131(LC 8) Max Grey 2=789(LC 21),12=1055(1-01),9=208(LC 37) FORCES. (Ib)-Mex Domp.IMUTen.-AN fomes 25D fib)d,lace axsept Man ahn—, TOP CHORD 2-3=-01991395,3.611904495,4-5=-1031/452,56=-IA9f350,8 7=4461617, 78--2371582,e-9=3001107 BOT CHORD 2-15=-23511074,14-15-80Ti1Q11-12=934109,9-11=-92f392 WEBS3-15=-250207.4-15=-210/639.4-1F_-1541446,514-263203,8-1a=-1]0/705, e-1T-9851467,&12=-588/181 NOTES 1)UnbNanwd mf live loans have been consideretl lar this design. 2)Wind:ASCE 7-10;Vult=1 WMph(3Secondglat)Vastl=101 mph;TOOL-4.2ph BCDL=3.Cpsf;82511;B=4511;1--25B;BaVp-V;Cat. 11;Exp C;End.,GCpi=O.18;MFRS(dlrecllorel);cantilever left era dgM exoceetl;MMI.M.1 left and ngMermrused,Lunber DOL-160 plate gnp DOL=1.60 3)Provide adequate dramge to prevent xeterpordirlg. 4)This I...has had,designed for A 10.0 psi bottom.Hord live load lwnwrwunent with ern,other It.bade. 5)-Thr truss has been designed fora I1w load M 200pd on the bottom dlord In all areae where a rectangle 3u50 tall by 2-09 wide x111 fit between the bW1am chord anal arty other memberm,with BCDL=10.0{x1. 6)Pmvlde mecnanical wmecllon(by othem)of mens to boar0q plate capable of WifManding IW lb uplift at o1M(s)map[6tdb) 2=397,12=3R,9=131. 7)'NAILED'indlcale53104(0.148'sO-)or 3-12d(0.148'x3.25')true-nalls.paranoia details refer to MiTsk's ST TOENAIL Delall. 8)Hanger(s)m other connecflon deviw(s)shall W pm ided sufficient to support concentrated loads)136 lb down and 3716 up at 23-58 on top chord,and 75 lb down and 2816 up at 232-7 on bottom Word. The dwgrtlselection of s00h wnnecdon deviw(s)Is Me resporsib111ty of others. 9)In the LOAD CASE(S)section,load.appllee to Ver Lace of the Voss are noletl as tmm(F)Of back(B). LOAD CASE(S) Standard 1)Dead♦Roof Uw(belemed): Humbor Incenal.25,Plate IWmase=l25 Uniform Loads(pit) Vast:1-4=54.4-e=34,6-8-54,8-10=54,1619=80 Cmwntretad Loetic(ib) Ven:11=9(0)25=9(B) V.'Eplanpv,+r,v--READ NOTES PV 7M5 ANa.weLWEe MI1Er[aEFEMHCEG aE 616 aE 0 �orvv rnm M.tww ca,..nrwx.rtn mun k�oana�n wrumNraen .mel r w ah m MlarrlBerp¢,u.IM OIYMq noduan mut vein,M0"ForsNo�I--, I v WOgtlmFM ®pcxwxnic0le]kloge IWcxwy olxMVLJIIwweb tAvl/a MramaRbwa A , ,,v lar„µr ek' a WrnR regeetl Wp�/.lya'dropevslcdlgTe Wlhr pawW MAYagp�M Wn�9. 'sun-rtl ltlu r4a Av. Idx4xlbn NOlv,N.delNerY.xwaxlaq bOcMollnaresaMMmTMerK ree,W9VIN14MIMONvrh.0Ad9 a,q BC51 Wp®n90vrriWnvnr 6BM�Pv,IU EDW M1BNE. Y61y INpmaepr wtllYAe M1an elmlMle hlM.le.118 N.Lee STeel.911e dI1..Vm0VIM.VA'YLtII. 1 Job Tw Tw Type Oty Ply Mdba Reddelca T101]]030 J160&5 �5 Rad SpeCiBl 1 1 Job Refererce Sorel Mermin09ulltllnB Suppfss, Jebomille,FL 8.0gBCt,UC,t gRtUPWWSU1.6 By FIIU2H?t2.56.W hCYe9e1 ID:163pvw_wOjONikKgBG2UyU_a-gtlRMUPWW5UxevbByf'W14:F1 ¢PgJ3K8CM1CO8ry3gT -1-0-0 4968 B11A 16x9 1&B-0 2130 24148 20-00 130 4110 S60 038 3S4 4]d 3&0 180 Scall 1W]3 4 e. +2 12 23 1bN 11 3 6x12= 15 II 40- 6 0_ J 5 6 21 n 25 aa 8 21 2 0 ( N 14 26 th 13 12 11 10 3W= sal 3N- 15N 3E= 1.W411 4-1La +ane 1630 1304 z1Je 24na L11a IOOO 130 36i 1-]d 309 Plate OReda fXVl-- I]4540-2-01 LOADING(psf) WACWNG- 2-0-0 CBI. DEFL In (lac) IMell W PLATES GRIP TCLL 20.0 Plane GRp DOL 1.25 TC 0.50 VaR(U-) -0.181314 >M 240 MT20 24M190 TCDL ].0 Lu nber DOL 1.25 BC 0.89 VeR(TL) -0.49 1314 >4n 1S0 BCLL 0.0 ' Rep Stress Olcr YES WB 0.33 Horz(TL) 002 11 We We BCDL 10.0 Code FBC2014]TPN00] MaOinMSH Weight 12616 FT=20% LUMBER- BRACING- TOPCHORD art SP NO.2 TOPCHORD Structures Wootl shedhing dimm"applied or 5313 a a puRlr6. BOT CHORD a4SPNo.2 BOT CHORD Rgm selling drealy applied or 6-0-0 os bracing. WEBS aW SPW2 REACTIONS. (IL/sl]e) 2=]51rri5-B,11=12]Zba-8,�12O30 Max Horz to-1 37(LC 10) Mu Uplift 2=-335(LC 12),11-J (LC 12),8=a4(LC 10) Max G.2=751(LC 11.11=12M(LC 1),8=6](-C 22) FORCES (Ib)-Max.Comp./Max.Ten.-Mlfamas250(lb)orlessexs tR enshown. TOP CHORD 2a=-110&425,3-0=1096'533,45=]2W31],5-e=253410,6-]=-2534]0, ]a=1]9/551 BOT CHORD 2-14.2589000,1314-03349,12-13=-1281425,11-12=-12]/418.10-1 L 05fl293, 81 0-15 82 81 WEBS 314=260225,414=-2361G28.S1f6d41 B,5-11=1355/582,]-11.484230 MOMS- 1) OTES1)Unbalanced root Ilve loans have been considered for Mia design. 2)WWI:ASCE 7-10:VI11=130mph(33econd gust)Vasd=+Otmph;TCDL-1.2psf;BCDL-3.Opaf;W=2511;Bd ;L-25f1;ee e==ft;Cat. B;EV C;End.,GCpl=().18.MFRS(diw onah and C-C Eidetlor(2)9-8-13 to 1-33,IMenor(t)1-33 to&11-5,EldeRor(219-11-8 to 12-11-0,IMord(1)15M to 2635]one;dtoti ar left and ngla exposed;and MAlcal Ids and right exposed;C-C for members and fomes&MFRS for maslons shown;Wmber DOL-TW plate grip DOL=1.60 3)Protide ndeque s drainage to prevent water pording. 4)This buss las been deagned for a 100 pd bottom moot live load nonso current With airy other INe loads. 5)-This buss has been designed for a Me two of 20.O sf on the bottom shoot in di areas Where a rectangle 3a-0 tell by2-0�0 sm. Mp fit betatron the bottom shad and any filar members,With BCDL=I0.opd. e)Provide maslanlcal conneclson(by dhers)of tw to bearing plate capable of a tletencing 1W to ul at fonts)8 e=.Pl gW b) 2=335,11-132. Acer. YM/xeapnpvran,eren vWaE<OMOIES ON TXIe PHeIVLLI/aEOMrER eEFFBPNtEP4aE1�]4Anv.IODY10169EFOPE USE. �'' ceYwdV]!a uce only MT MIeL9 uxx¢vgn6lNsao9{p tbwd wYY urvn pn,wndanIDwm.ethers m hiW2xa WrdYq wrt,rnrenl.rot o Wp,sDm menn ellen BelaeIce,Ra bllUrp aNSMm muslvallty P¢gi[W'dEryoltle93n 1*"xornalenwJ gyrenY l'x'-'�IPJm1e 112ae9dn Tlo lMoverdl 9acMRKK' Ie0610 gevenl bwNx'?oNIgIUMW Iluswebmd/wcMrtl memMrsdYY. NMIbrM bmlHIT'ml q:rmmerrlba'hl MiTek hrl+/oRrePee0lw•MilyalW bgewnlcdlcpe WM�a�kcemdFNYotlpc{¢Md�r Je.Fw Yene�d gllWrce roYdrR xn FYxxlMkxl5 .aeCM gn x1uW MaN1E1MI .eMw.aMaaea44C9NMgCOIrlWnanl 69e0�aVeFIkle Eesl Bhtl kMy Inlmmceiin wfddonam Ira Hom WanM ,218 N.Lesee19im312. a .VAM14 . ]3 i ' Job T. TransType OIY Ply Melba Residence J1604i BW Root Sped l 1 1 Job R 1 "Paul) 101-8539 Marem,Building Supplies, JeMeomoule,FL 3.010 a Pyr W 2016 Mi I ea usual ec. Vn Jan 0612.55.412017 Paget IDS apvw_wO)0]UkKgBGMIyG4 aJq]FvgO HPco 31NWOSsghbUM70WPOKULs0lhaWgs -484 4918 9-11-8 1430 1933 2-35-0 1so 4.11.3 540 ode Soa 596 sore-t z 4:a= 4 amP218 10 L12= 6a 1.5 5 s 20 z+ 17 zz w x 2 Id t 10 9 8 14= WA= 30= 3,5 3911341 14-34 193e +o-lw.o x440 x1 938 s4B Pia sa OXDlYF IB-0-2844 2 I1.I)�Ecgal IAADING(pen BPACIHG- 2-00 CSI. DEFL In gar) VOefl Lb PLATES GRIP TCLL 20.0 Plae Dnip DOL 1.25 TC 0.33 Ved(LL) -0.18 410 x999 240 MTm 244190 TCDL 7.0 Lumber DOL 1.25 BC 0.'P Veni(R) -0.4) 410 >499 180 BGLL 0.0 ' Pep Stress Incr YES We 065 Hociff-) OUQ 3 Ne We BGDL 10.0 Coco FBC2014/rP1200J Matrix-MSH Weight 119lb FT=2. LUMBER- GRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Structuralwnod sheathing directly applied or 5-15co pueins. BOT CHORD 2x4SPNo.2 BOT CHORD Rigid railing dradly al or 660 oc blaring. WEBS 2x4SP No.2 WEDGE Right 2x4 SP No.2 REACTIONS. (Ib/slca) ]=9/658,2=))fl4]-5-8,&11151658 Max Hors 2=133(LG 11) Max Uplift 7=-61(LC 10),2-344(LC 12),8—380(LC 12( Max Gray)drt(LC 22),2-M(LC 1),8=1115(LO 1) FORCES. (b)-Me.Canp.Mlax.Ton.-All tomer 250 Ob)or was except wm shorn. TOP CHORD 23-118]/489,36-11615]9,45-910.520,59-38257,6-7= 351 BOTCHORD 2-123)1N96,410=-182/583,89-2=6],)8=2541111 WEBS 310-281233,4-10-253/586,49-185/3]4,58-11481431,6-8=422/234 NOTES- 1)Unbalanced root Ilve loads have been considered for this design. 2)Wind:ASCE 7-10;VA1=130mph(3-second gush Vasil-101 mph;TCDla1.21eF,BCDL=3.0psl;R 5X;B�5X;L-e4R,eays48;Get. IG Eap C;End.,GCpR0.16;MFRS(diractmr m)and C ENerm(2)-1893 to 133,Intenior(1)I "to 411-8,Earalor(2)411-8 to 12-11-8,Imehor(1)148-0102450 zone;cantlua NX and night exposed;and vedcal len aral night expoul for thanbers and forces&MC/FRS for reactions shown;Lumbar DOL=1.60 plate gap DOL=180 3)Pmvltle atlmuate damage to praveM water pondim. 4)This may has been deigned for a I(LO psi bottom chord live load ro ondfrreM with any other live bads. 5)-This buns has Darn resigned for a live food of 20,Opt on the bo8om chord In all areas were a rectangle 3&O off by 28O wkle Wil fit hareem the bottom chord and any other members. 6)Provitle mechanical connection(by others)of Imu to Dsadrg plate capable of withstanding 100 lb uplift at jdnt(e)]except gtdb) r-Sa4,e=35o. A w4aNWO�Vx, anPvwn.w coop O. c.on TMS Aso MrlWEOITExaEFEa .a..EWUDnor IOTNlOIaeEFOYEUSE. �r [M.nuaws bne11�d4P Hb ,omincooec—clW 'orry�aYxa oaeuylwnru'wnolan9rown.antl hlwm MNdu]Wrtlap axngx,eni. mm,ces sewer mo.nle aKeYp tlefy'e:mwvwlry ttrozfwca8lNoldeYpn pwanmcrsw✓J go[en v naso IMae9({n 1No be ovelal waa9aaxuna.acaglrw.neakmwanmwhawk� lmawaw ilunwebwWlw oma mameenwuv. �amaa lempwwma Pwmnrealamsxl MiTek- kaww+legieanona,e..eln ."co �rp.or owy Fa.Ve"ato"¢ually, ate. r.(9Re earw�cecoccomlm ".Evi.11 lolvkulb4 AaNe.tlelNdY. ourn—Hon, T.1,aulemsrea4MWMf OufhCMwA.DELM m4lCL elMliemmPnnnl pe pl 3e610 saeN a+eil�wknn awAnua awls b�Plere HdIMe,zte H.tee sneer vre3tz.aero sw.vnnata. em e Joe 1 1 Truss Type 11 N site Residence i101]]340 J180&5 C01 Mormateh 0 1 Job Releexa o tionN Mmnilg Building Supplies, Jessamine,FL 8.0105Apt 202016 MlTeklndustriea,Ica. Fri Jen 0812:50:42201] Pege1 ID:II2P+A"AO10]UiKKpBGkL1yC4_e-n32d0A0112ikNCce46_6Mvtn8 VndMAJEOry3gR 10 SS8 160 S38 1sx4g Scale=1:200 3 6.00 12 B B 2 4 1 h4= 16A II Sad S3-0 Prem OfSats IXVI-- 12'0+40-0-01 LOAM (psi) SPACING 200 CSI. DEFL. In 0.) 0 lb PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(l1) 0.04 0.7 >80B 210 L4T2J 24G190 TCDL 7.0 Lumber DOL 1.25 w 0.27 Ves"i +1.00 4-7 >M1 100 BCa 0.0 ' Rep Shoals Ina VES W rz(iL)S 0.00 HoMan 2 Na No SCOL 10.0 Code FBC2014 P12007 war-NSH Weight:aro 17=20% LUMBER- - BRACNG TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing Broody applied or 5-38 oc purlins, BOT CHORD 2x4 SP No.2 except and ve0caas. WEBS 2x4SP No.2 BOTCHORD Rigid calling diteoly apple¢!or 10-0-0x among. REACTIONS. ) =1chmlcal,2d0N'C56 WitHorz 2=148(LC11) Max Uplift 4=l SO(L 9),2-175(f12) Max G.4=100(LC 17),2=3W(LG 1) FORCES. Ob)-Max.Oomp.IMmc Ten.-All forces 250 g6)or less except sten shown. NOTES i)Wind ASCE 710;VWt-130mp6(3-eaccnd glut)Vasdi 01 mph;TCDL=4.2psh BCDL=3.Opaf;h=2511;B=45d;L- 411;aavewR Cal. Il;ID a C;Encl.,GCpi=0.10;NINFRS(directional)and C-C Ededcr(2)-18-13 to 133,Irdedet(i)1-&3 to St-12 2oru;ca Ailever left "right exposed;ands vai Ie0 and right exposi C for members and forces&MFRS for reactions shoran;Lumber DOIa1.60 plate grip 001-=1.60 2)This hiss has most assign!far 10.0 pat hottan chard Ilv6load ronr ncurrent NN any oMa live loads. 3)'This Voss has Men designed lot a Iive load of 211 an the bottan chord In of areas where a rectangle 3-6-0 fall by 2OO aide Yall fit betaaen the Mttpm crord and am/other afertste. 4)Hater to Simi for truss to hues connestom . 5)Protide maounical confection(by otters)of Muss to Mmng plate capable of aBwtandiy 100 lb uplift at 101nt(e)4 except!g=lb) 2=475. WIaMWa.YVIry Oee,vs mxm-da-0--CNTies Ase M0.--IMExaEEEMNCE GAGE-71--.IaPYNIb BFfOaE aeE. GNah..It,—oAyWmM1i11 v1.i.IM 1leepl6drutl-1'r— agl51.,mlt,'...[Wtllrq canpuanh.roe h,,oa,ius.IlwderBpde�rermW veIIN Ina WMkWINoIdWa�NranelelaaW rycpeilY axolrvale Mhtl �FlolMomI elBanP d�ea. aearm rxGtadamplaYaalwaaagelexx.Bara hrowanaworelxxdmwaael.orh.reuwra remora maalrawwm aQlre k' aawmPraraaaa m:ImnlNmewaeYenlw�wmm anile al*aadawv�wal>edvmama. rorger�apxl�aa raGasanor rehnombn norx9a.aaNw.«ecllonaal»alraanlma�mollls.vmm>wewavlNl ouaN cm.m.Gvaama¢al�wgeorlhwlvlrl ww e.n.e.r eNa. S/tlyMbmWn pvtltlMehan 11tH%ab MMile.218 N Lae ARe1.9lle 312NemfgM VARRa11. Txrye.FL d%e • Job T. The Typo Ory Ply Mete needs. T101T]341 J160645 CO2 ROOF TRUSS 4 1 Jab Rete ewe(optional ManmW Builtlhm Supplies, JMsolwille,FL 6.0106AV202016Mtt8Kmdosbe5,Iw. Fri Jen0812:58:422017 Pagef ID:t22" eCj07UikKgBGkLlyC4 a-MZd6AOn2ikfuCca46_VJy7n K118bo2WAJE0"R 4600 3" 380 16]396 530 1A -15 M 3Cam.1:17A 3 1.5x4 6.OJ FT2 14= 5 11 3B 2 ffi4- 6 36 1 LS= 36e S&B 660 +-7a LOADING W SPACING- 2-00 CSI. DEFL in 0.) VOM WPLATES GRIP TOLL 40.0 Plane Grp DOL 1.25 TO 0.37 VM(LL) 0.03 7-10 >999 240 MT20 244/180 TOOL 10.0 Lmnber DOL 1.25 BC 0.22 VeOQL) 0.04 710 >999 180 BOLL 0.0 ' flap Stress nmr NO WB 0.85 Ho m(TL) 0.00 6 we Na BCDL SO Code FBC2014RPI20W Mabix-MSH Weight 25b FT=20% LUMBER- BRACING TOPCHORD 2,A SP No.2 TOPCHORD Structural wvoo shaalNng dlreWyapplied or 380 w milliner BOT CHORD W SP No.2 BOT CHORD Rlgid ceiling dire itY.Wiled or 10-0-0 w b rml. WEBS 264 SP No.2 REAC11ONS. (Ibkime) 2--55oM5-B,677/ lankN Max Hoa 2=139(LC 12) Max Uplift 2=-178(LO 12),6=-216(LC 12) FORCES. Qb)-Mat Comp.RAax.Ten. Allfort®250(Ib)orlessexwmty enshown. TOPCHORD 2-3-32393,4-5=423Q92 WEBS d7-4481311,56-64W552,5-7=-431/623 NOTES 1)Unbalanced root live Items have been cwslOeretl for this tleeion. 2)Wird:ASCE 7-10;VIAE=130mph(3secmd BIW)Vord--101 mpt1;TCD".2psf;BCDL=3.Op f,R25f1:B=451hC _24f1;eaveAfl;Cat. 11;Erb C;End.,GCpib.18;MFRS himmIlmna1)std C-C Extenor(2)-1813 to 133.IMetlonl)1S3 to 4-2-3,Ext wn2)4-241 to 6-1-12 m hw,LaMiever left eA osan;end vartmi IM el¢csetl;GC for rllernbers end forces 8 MFRS for resections shown;Lumber DOL=1.60 plate gdP DOL-180 3)Provide atleguOa Drainage to prevent water pmdirg. 4)This Ills hest been design for a 10.0 bef bottom chortl live bad IVJnwlmumant with any other INe loads. 5)-This muss hes baser desit for a live load of 20.0pol on the bottom chops in aft areas whore a rematlgle3 %it by 280 w10e w Jft fit betwesn the bottmn chor0 and any other members. 6)Refer to Gilberts)for truss to buss wmedlome 7)Provide mechanlcal wnnadim(by Where)M truss to bond plate caPade Of wdhstaldilrg 1 D to uphit at joint(s)except gt=1b) 2=178,6=218. LOAD CASES) Stantlar0 1)Dead.Roof Lt.(balawed):Lumber Incresse=1.25,Plate hrcraese=1.25 Uniform Load,(pin Ven:1-3=100,6-8=10,4-5=314 AWgpNM4 VMN4••K^pmxinlX•ani NFJa HOLESONTMR gNeWLWOEOINEN aEFEaq XLE PROs Mb111]m.16VY Nbse aeE [Yihn WYtllonrseaNY'ulm MllekM correctors.nAsboskryr tlnv-]aNV Ulbn ryimiarors Now,.antllsram MNNd,d dNap mmlN*nt.rvl ane gslary Mtue�,InedYWp dNmu'moil vMN tM.gNe:d;11Na1m Lb�nelenani gayelY 'XWmle 6ROxWn nla nuuvnull wmpalmfn NackgxulkMeabto pevmr wcekg onmhuud m,aweumfla tuned memowsrnr-Roanum lemwlwmb woim�entb«pp) MiT6k' kalwa(lery4etl MSItlMIryaN+o peVentcdltpra Mm{�kMe ceivaW Ffuyaq PapeMOmupe. fa4 raltl place regu[pg Xre 9oa Pose EaneNa. lmnwron ualo3e.aelM1erv.aedmalia aw+wollnmesad mrsmremsseegMVIM10udNoexlo.wemmd kSlWNlMeolmurwrl iroa pl rdsro eelNy INexnaXm wdHtle M1an Ilus Rola hTNb.21e N.tee Sheet.SJIe]IR.Neu}U.Ve2Rd14. r' Job T. Trues Type Ory Ply Melba Pascal nn ol3az illega 5 CO3 Missal 1 1 JOD BalsMIG Mi Ie dust Mandrg&lildinp SlPPies, Jekaomille,FL kKgBGApr202018MiTekldbsbea,IftWVJen001Y58:43z01] Pepe1 ID:xJ.2Avw_wOjO]ltkNgBGkLtyG4_a-FfbpKWRPo0sWVMBmepVKvepM1xD51SUWAVWnTzypp 1b-0 533 180 5J0 .1e=1:19.5 3 1O &W 12 10 y* 9 9 2 4 y4 35< 1 638 3N 04 Plate 011sd (X_Y)- 1210840001 LOADING(ps) SPACING 280 Co. DEFL In (bc) Ide l Ud PLATES ORM TCLL 20.0 Plate Gdp DOL 1.25 TC 0.30 Ved(LL) 0.02 " a999 240 M]20 2"190 TCDL ].0 LI4nDer DOL 1.25 BC 0.25 Ved(FL) -0.02 " >M 1B0 BOLL 0.0 Rap Stress 1. YES WB 0.00 Horx(fL) 0.00 2 We We BGDL 10.0 Code FBC2014?PI2(07 Melba MSH Wall 23 lb FT=20% LUMBER- BRACING TOP CHORD zx4 SP No.2 TOPCHORD Struderig xvwd shedNrhg drecty applied or S."oc pu0lns, BOTCHORD 20 SP No.2 easel add witls. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling dire lyapplled or 1O0-0 m bredng. REACTIONS. (IWalxeJ 4=9lUMedhentcel,2=2551038,�126D-]-12 Mad Horz 2=148(LC 11) Max Uplift a 52(LC 9),2=-1]0(LC 12),5719(-C 9) Mex Grey 4=93(LC 1]),MN(LC 1),5=14](10 3) FORCES. (b) Merz.Comp.rtdad Ten.-At ft, a.250(Ib)or less except when shown. NOTES 1)Wind:ASGE]-1G Vut=130mph(3aecond gars)Vas Oldeph;TCDLd.2Psf;BCD1-3.0paf;6=25X;137151t;1- 4ft;eave=eq Oat. d;Exp C;End.,GCPI=0.18;MFRS(dredlona)and C-C Extedor(2)-1813 to 183,Inledm(1)1-&3 to 5-1-12 zone:cantilever left and right exposed;end winds left and right ehmosed;GC for members and forces&MFRS for readlom shown;Lumber DOL=1.80 plate grip DOL-1,60 2)This buss Iles been designed for a 100 paf dltom chord Ilve bad IpnonnCUlRnt with any other Ilve loads. 3)'This than hes been designed for a live load of 20.Opel on the botom clhorcl In all areas where a rectangle 380 add by 280 wide Wil fit belx®an the boll.c1wM and anyomer manbWs. 4)War to glder(s)for tense to loss conrledbrs. 5)PrmIW mecDerhirel comedian(by others)of than to bearing plate Capable of wthslaMlg 100 tb uplift at fdnt(s)4,5 except 01d1g) 2=1]0. Qw4voIdlruoC Orvemtlwanuoc"NOTEECNrNIExXO-lyulaI.MEx REEEnxNCEVIVEM]1l>rev.lOa.V10159EEOREVSE. g'. Wltlra v¢aYY wren .12noneen-.Rhtlely oLmMmlrWqu*x,-roevmn.mdaro,mIMr.Atlwltvraaq cwnro'nnl.mh a mmryeMn.verde ue.11¢hwldrg tl1.huntend 1M cyFJtQiln^Id-d.R.e+..eldraxigd'edYlru:ovxohe R,etlzlannholneovatlr rrldp tlMUM1 ®JglrvMcaledalo pewnl bxrhg oh MvtYxx In®webWMel✓xtlm.M1.PM4nl remrYmdF�r.p'aM dv:ry k• r Rwgsre',,, l dose,.adlOrxevd b rd1�.arcamord �xui, rid small . Id�raolp4]a.ce reodnq x'e kdF:albnrhas dodalerecMpla 1mNgaMreE¢mdlnaayaldru sea-andr QMry ClllarW,o9ed9ageCflWNrPCompaxnl 6YW PoMEr eYa. ]lacy 11Ygmtpm mW18 M1dn Ir.mlMle MMOe.216 N.leealreel.9Ele 312 Nemrgrla VP22314. Ta.rpe,FL 8110 PAGTruss T.Type ON PIY Mal"Residence 01] 83 J160ncp 845 004 MoilcM1 P 1 1 JOD Reference YDnel MBryYng Boldin,Suppl'la, JaMeMrvtlle,fL a.01060pr202016MITRPWsWWftWVnJen G612.Da;GPV1] Page t ID:)Z2pvw_wOIONRH9BGkLtyC4_e-FC69KN/RPo0sWVM&nepVKv69quxCmSgwRvsmTry3gO 180 3e ' 180 LA411 sole=120.0 3 am 12 8 a 2 r7 34_ 1sR4 11 a 2 sa e 66z Plele oiN4e Mr-- Iroae Da'at LOAMNG(psi) SPACING 2-00 GIN DER In (!x) Well Lid PLATES GROW TOLL 20.0 PMie Grp DOL 1.25 TC 0.33 Ved(LL) 0.04 4) >999 240 fil 2il trIN TCDL 7.0 Llmlber DOL 1.25 BC O.Z] Ver(iL) -0.68 4-) >781 100 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOs(1L) 0.00 2 War, Ne SEDL 10.0 Code FB=lIfflPI20W Gains WH Vil 2310 FT=20% LUMBER- BRACING TOP CHORD 294 SP No.2 TOPCHORD S1lucturai wad sheathig dlredly appaid or 538 be burins, BOT CHORD 214 SP No.2 except end verksi WEBS 2x4 Be No.2 BOTCHORD Rigid cdling dlredlyapplied or 10-0-0 m bating. REACTIONS. Bb%IUe) 4=1)510.2-],2-� 3-8 Max t-or9 2=148(LC 11) Max Uplift 4--65B-C 9),2-1)5(1012) Max Dr.4=180(1017),2=300(LC 1) FORCES. (ID)-Max.Comp.11We.Ten. All forces 250(Ib)or Was except when show. NOTES- 1)Wind:ASCE 7-10;V W=1 SOmpr(3aab rd gust)Veld=101 mph;TCDL-,12psf;B 1)1-3.0psC h=25X;B=45q 1-2411;asgift;Cat. 11;Em C;End.,GCp".18;MFRS(dlrcaong)and C-C Exteror(2)-1813101-3-3,Intel 1-53 to 51-12 zone;adhl lav lea and IgM exposed;and Moiety left and right sVWWd;C-C la mambas and forces 8 MFRS for mactlaW show;Wmbel ROI=1.80 plate grip DO1�1.eo 2)This trues has been deeigned for a 10.0 psi botlom chortl live bad noncOnCprrent with any other Ilse loads. 3)'This truss has been designed for a Ilya load of 200pet on to boXom Most in all areas MGM a rciangle 3 6-0 tell by 2-0-0 wide Wll fit beWsMir the bottom chpN end arlyother member. 4)Protide mechanical..if.(by Me.)of I.to bear,plate at idnl(s)4. 5)Protide mechanical connedlon(by othem)of truss to bearng plate capable d of irstallding 1M to uplllt at jort(s)4 except(i,b) 2=1)5. A-&WpgNW4Vxay ossG. Hux-1 REpa so.eN WISIMa A Ibaob goint GIFENINCE 1FbE MSAA m-IOaYN159EFOREI/SE. Uer{x„Ald( xJY'ullr lVal k s Il6 rle9p klwud Rx 1 Li,wn. anM Nd.S"1 - L �enl.rcr Wb`,— .nwD ai3 mtnl WMry %+I WYINoI tam e¢aM A male lMdaµ - txuvx Jl dYQ@�bY2n. B letlkalod W I[ucN19 RFJW IIua�lmY]1 tlmemtw nd . Xu✓il CmMT' Ixm�aem[x¢lIq ek' hawaK 9eetl Mmtll MeV I aMe wlm WN✓<1a Fa r'MY m]V PeM em We. l genwalPmu: eWId19 M� Ia]IMM . 1 age.a&Irerya Ibnre✓J MtwIIp II wJ au¢ Valelli wnRrIYlI19lI GWYM CiEM0.0.Nd9Ta 9e51 BUMNe COIryoMn1 aB PeMa Eea161A. yyely hegmeXmu�efian ll�m Mb mlwpe.4leH tae 5eee1 S11ad11N RaMb VI,Ylal< _ _ iirye,Ft a+bla ' Job TUBS Tie Typo Oty Ply MNbe Resides. 01i BN J180845 COS Motwpllch 6 1 Job W16a Ie K in(opannell MarroW Belting Supplies, JaisomAlle.FL 8IWggDpr 282018 MITek IntlUBhIeB,InC. Fn Jan 081258:44201] Page 1 IOo22pse WOIO7UIMKgBCJWyC4 a-IPgOXeS1ZILMRVmyB%OZRKO0gLYaoGxlgNIVZY3qP 8 S2d 1-0-0 S26 15.4 II Ssale.1:19, 3 BAO FIT 8 8 2 4 1 y4= 15ie L2 e sza PMle 0guN(XV1- IYOM 0001 LOADING(ys1) SPATG- 20 CSI. DEFL. In floc) false W PLATES GRIP TCL-1- 8 PIae GIDDOL 1.25 TC 0.31 Vain(LL) 0.04 4-7 x999 240 AR20 244/190 TCDL ].0 lunber DOL 125 BC D.29 Vert(TL) -0.07 F7 a923 180 BCLL 0.0 ' Rep Stress,8mr YES WB 0.00 IIorZ(TL) 0.00 2 Na ose BCDL too Cote FBC2014RPI2(>07 MMdx-MSH Weight 23M FT=20% LUMBER BRACING- TOP CHORD 2114 SP No.2 TOP CHORD SYruchirst xmd shaatMng directly applletl ne 5-2 a oc Mallre, BOT CHORD 2114 SP No.2 except and vemcBls. WEBS 2x4 SP No.2 BOT CHORD Rigid eelling drectlyappliecor 10,00oc bredrg. REACTIONS. g1rhapes) 4=172lMechanlca1,2=29"-3A Max Hort 2=144(LC 11) Max Uplift 4-6 (LC 9),2=-1]1(LC 12) Max Gmv 4=177(LC 17),219gLC 11 FORCES. (ID)-Merz.Comp.Max Ten.-All Mmes,250(Ib)a leu except Wfien shown. NOTES 1)Wind ASCE 7-1Q Vult,1 Wmph(3-second gust)Vasd=101 mph;TGDL=4.2peS BCOL=3.Opsf;0=25111 Bd541;L=24ft;eareylR,Cat. ll;Ely C;Encl.,GCM0.18;MFRS(dreclimaB aM GC Ex10doR2)-1850 1-3-11,IMenor(1)1-3-11 to 5012 Zona;centlMver b0 srN tight expend;eM ser8cel left"fight exposetl;GC for membere BM forces 8 MFRS for reactions Mosel Lumber DO1=1.60 pate gdp DOLrtet 2)This Vuss has been designee]for a 10.0 list WRom chord INa load noncorrcunant tam any o81er live loads. 3)'This bun has been designee for aIlse load of 20.0uf on me poem dmN in all areas where arectangle M-0 tall by 2 Q since tall fit betsresn the bottom chord and any other member&. 4)Roger to gircer(a)for frau to Imse conneollons. 5)Protide mechanical connection(by amara)of truss to bearing plate capable of silhster eitg too to u,1M at Idnt(s)4 except gL-Ib1 2=171. YWIaHWa VMIyEWenprmmas-u PERb..ON FN15 PNpWCLaOEO NRER eEFER .ce aOEM0.F1Aiw.IpLLYN 15BEFOFE c. Ceµp Wkl loi uz«iy Hln M1ek9cmnedoi¢. a~ 1-lion«m fol rot mmm¢ydema+lwe�.n�e lrXNp��a'ttxrslvedN lt¢gSAtd'AlN oltletlpn p..«nWerswn MOFe�IYbmp«ule nttleik bio lM ove,dl dadYaa3mp�.Do-n9laocrneecwp,ew.mlwaan9al�w,Kow m�ssweo«df«ol�«a«eN,t,W:«ov. a�anona teN,Ma•«Y ma n�+m�,�Nla«:Inl MiTek oc,.c aceas, ta".0Mlo coon ci Wgmwlml.+%Dleleen«ta FNYmsetme nen. 4d 6o�W�aeWOv'a�eyvia�g Me ae Ee.i.1J IWRxIkm.YgOga.tlaNeW.e�eclbn ad n�mreo11n9o¢mtlnYIImeme xaaWVlRl rkiyh CllMM,De&X aq BCL WBbgeomWPw•1 e�11 sada Sash Irlomp6(a avdade rcm B�Rde br0lula.sta N.tee Sheet.SJb3tz,aexmfY.vR ZIJIa. e ' Job Trym Tmsa Type Cly Ply Melba Rmiderlw TI01 TlBM J180095 001 GABLE 1 1 Jab Referents o -o Maminp BMidillp Supplies. Jelsomille,FL 0.019eO EGk 16 MRek l kGTfKM rc. en Jan p612&W4F a12 Yana h ID:2Z2pw_wOIONiM(gBGXtJyC4_a-BOEmkCTIKdeDIpLeIEXoJ(IBYIyeLMrOFIgzgLry3g0 -1-IYO 5-30 10]-0 1SO L&0 S38 538 1-60So 4xi= Seale'.lrzsl' 6 5 T UID II 10 p 0 3,10 II &W 12 p s 5M II 3 10 2 11 �; 10 11 16 1s 14 13 12 3s II 3,6 11 1470 1.7o Pial OgsebfXYF- 10400iLOLIVOO.0-00001 LOADING W SPACING- 200 CSI- DER. In (lot) Vdell W PIATES GRIP TOLL 20.0 Rab GOP DOL 1.25 TC 0.51 VeMLL) ).Ol 11 M w w?) 24/190 TCDL m 7.0 Lubsr DOL 1.25 BC 0.06 V2(TL) -0.02 11 Nr w BCLL 0.0flap Stem her YES WB 0.00 Hial -0.W 12 nye Na BCDL 10.0 Code FBC20147PF2007 Mairil whoulL) 0.00 11 no 120 Weight 61111 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP NO.2 TOP CHORD Structural wood shea1Nrg directly applied or 6l or,purlins, BOT CHORD 2x4 SP No.2 excapt and velilcab. WEBS WSP N0.2 BOTCHORD Rigid waling dlreclly applied or 6-0-0 co bringing. OTHERS N4 SP Nat REACTIONS. All bearrps 10-7-0. (M)- Mat Ho52 18=12GI-0 it) Max UpIM At uplift 100 lb m Ims atlolnds)16,1],10,13 except 18=-203(LC 12),12=-203(LC 12) Max Grey All reactions 2M In or leas at joints)18,12.15,10,17,10,13 FORCES. (M)-Max CompMlax.Ten.-All forow 250 Oth orbmexwptvahen shown. TOP CHORD 2-18=1001480,10-12=194482 NOTES 1)Undalanoed root live loads have been wnsldered for this design. 2)Win:ASCE 7-10;Vd1=130mpn g sl gust)Val 01 mph:TCDL-1.2pst;BCD11--ti l;hil 8y15iC--24g;eaya=2n;Cat IC Exp C;End.,GCp=OA 8:MFRS(drecnonal)and C-C Conal-"13 to 130,E,MmO(2)1-38 to 53-8,Comer(3)53E to 33E mrey;wnfiaever len and light etrowse;one vertical left and ages exposed;C-C for monetary an fomes&MFRS for reactions shown;Lumber DOL=1 e0 plate gap DOL-1.60 3)Truss doggnsd for all loads In they plane of the truss only. For shirts expobad to and finds l to afar most,see Standard Industry Gable End Details as appllwbie,or wnsuat ranged butding designer as per ANSIO PI I. 4)All goods are ISM MT20 udem dhehdse indicator. s)Goode natures continuous bonom chord bearing. 8)Three to be fully sheathed from we base,or securely raced another lateral movement(i.e.diagonal wee). 7)Gabe stud.spaced at 2-0 0 or,. &)The hires has been designed for a 10.0 psi Mtlttll OhON IIVe load mM0o0Urtent vol any OMBr live bads. 9)'This tum hes been designed lora live lead of 20.Opsl on Me bench chord In all areas where a rectan Ie 34 O ail by 2-0-0 add will fit barroom the bottom chard and any other members. 10)Provide mechaninal connection(by others)of thea to bearlhg plate capable of Withstanding 100 M uplift at Joints)16,17,14,13 except(ft=111)10=203,12=203. 11)No notches allowed In overhang and 1WOO tom ler end and 10800 Man right ke ght and or 12'along rafrom wad.Wfibhaver is longer, Immune 16x4 to plats required at 2-0-00.0.maximum be.Ins sledging chords. For edge-wise nMcdng,pool at least one to plate between each noll AL ---a- xmf—„ da-D Nome--AND ICI--PEFEN--05-74”m.In0.Y101565FOFE USE �r r edon mwYY� irral—n-1— lMOai,TkLvetl wYYunto raonelers tlwwrt mllclo,a,4glNtlual lvitllnp mm{xyrenl.rel ` in ,cern Belle�¢e.tt'edAq�x�Ue4ge mrNveNyIM UWI'ndlly of tlaNT rertonererslxei gotmly Mwpuore X,ktla5yr11roiMwndl 14416 de99n.b Ji99yAceneOalO Veym1[uctlh2ottMVud puaweOml/nrclvtlmemtaiwYy.M]MMIernWruYmOlamu'enrbxliq Mire k' adwey.reuAeu ra:wullymaro wevenl�ermre calm PD.NMa pemrd wvrea wepeavdonme. loroerwrwO4� ieaadre nw a 1 a rOlvkaMxl ilwo3x.tldNaY.Pretest atl Macpp o11nr0e..—tiaue"'..19VI vI 22yCMxIO.OSad9ap KL WIFF9CaMurnl is p16atl. a4reW kmmpll0n Dyaede doh Irrmewm mMnne eta N.lee areal.sane atz ae,�dla vA223ta. i.�Pe'a a3e10 Job Time Tlw Type OIY Ply Melba R..,&.. ng1 e e J1800A5 D02 conxnen 3 1 Job 2016 ice o Eonel Mam4rq Building Supplies, Jex80nwlle,FL 7UIDgA L20 0-a- I80.Mountains,ons.LJy2lM 08 344 D62J1] Fags 3qN IDM"_wgO]UikKgBOkLIyC4_10-70 H5xE4MgvLt/21XglZeE34pzD000WNozyJgN -F00 6,3.8 16h0 _ 40= gram 1253 3 &W 10 10 8 11 S 5 i 0 Si5 z 6 5 ] .10= 1.nW II LSW II sae 1oFo 63 0 63-0 Plate OOsela MY)- 2'0-0-00-001 _ LOADING(pc) SPACING 24)-0 C9. DEFL In (loo) Weft IW PLATES GRIP TCLL 20.0 Plate GM,DOL 1.25 TC 0.313 Ved(LL) -0.02 6-7 >999 240 I'l 24M190 TCDL 7.0 Whom,COL 1.25 BC 0.30 Ved(TL) -0.04 G] >999 180 BCLL 10 ' Rep Shades lncHog TL)YES WB 005 HoTL) 0.00 5 We Ne BCDL 10.0 Code FBC201MP200] MaMx-MSH Weight:59M FT=2095 LUMBER- BRACING TOP CHORD Ht4 SP No.2 TOP CHORD Slydaural wool invasion,Elmctly applied orb-0O de Noir, BOTCHORD 2x4 SP No.2 ecept and rm.. WEBS 2W SP Nr.2 BOTCHORD Rigid ceiling dirmty applled or 10-0-0 w Northrop. REACTIONS. gnisto 7=481N-58,5-�]2/MechanlCN Msx Hon,]=132(LC 11) Maz Uplift]=-243(LC 12),5-131(LO 12) FORCES. ,b)-Max.Comp.IMm Teri-Alltomes250,b)or ldesexceptwhen Shown. TOP CHORD 2-3=88]218,3d=382/230,2-]=-445138],4-5=324249 NOTE& 1)Urpalanred roof Ilya sones have been wlwidernd farthis resign. 2)Wind:ASCE]-10;Vult=130mph(3-second gust)Vadc=101mph;TGDL=4.2m:BCDL=36psf; =25ft;BA50;L-24R;eaves=410 Cat. ll;Exp C,Erol,GQ,=0.18;MFRS(tllrec0onal)and C-C EVedor(2)-1813 to 18-3,hlle0or(t)133 to 538,Eaterlor(21 S38 to 8-3-8 zwre;eamllever left and light exposed;enol veglft l left and night axprsetl;C-C for membel8 and tortes 8 MFRS for reatllore shown;umber D01=1.60 plate grip DOL=1 60 3)This truss has been designed for a 10.0 psi broom chord INe load no ccn unent wfth any other live loads. 4)-This Huss has been designed for a live lead of poked on the NODom Mad in all areas where a rectangle 38-0 tall by2-0-0wells will fit between the b room chord and airy other members. 5)Refer to Oreads)iq toms to Miss wnlleth errs, 6)Provide mechanical connection(by others)of Trus,to bearing plata capable of withstanding 10016 up'ifl ajoints)except Ct,Rd ]=243,5=131 �WdI1NNOVM/y4WdnpnmelwawMaEda XOFE4 PV M6dXr M'CLVOEO MREI[PEFEAIXfF PIOEMF]IJ]rer.IpaVN/neEFOPEUEE. W vaXU Ion uw orvv mm 11�anwm.&oresxo'don,deds—em.mhsts WendNg�ahwrvldJrUwrregxUhneleOo Blroawand! kln«ntyv hMMNWGuo1nWRYatl'Vgaxmn.oneo.— M Io si IeCiJ. ®JpfilthroPmvBlt11 ohfMVMWLunwni—lr dorroafe,/u1rXbM leml><^ovtsonal newhidockg htNay leplleO bli1Ri11yOgbgevmicdlgre wllhW�4a GwaawldaEYaW gcCalYOSntye ion reread plMlahcaregaIXgPhe 9Mdtl1CymMxpnm,lmorn-.elvxry.Voin m]dacMMdPlIlBumNesmOSlBnmnlmaenn ceMXmd1/RII OVfk.14. ,pYJd oq CLdW9eall1V4ndN Tiry.Pee. tr Esp BMtl. FL Y%10 ' Job Truss Tross Tyw Ory Ply Militia Be.&.. 71`1,847 J160815 E01 BOSTON HIP 1 I bI'M as 2017Pap Manning Building Slgpliea, Jekeomilla,FL ID:2Z2pW1 vglONikKgBGkL1yG1_abAwuNDVYdW.73OM4VONZPYDEYVMyUdRgryGgL 1474 17 S-4 P3A ~80 11812 3412 3612 11612 1 Scale'.&i6'=1' TOP CHORD MUST BE BRACED BY END JACKS, 54— ROOF DIAPHRAGM,OR PROPERLY CONNECTED THIS TRUSS IS NOT SYMMETRIC, PURLINS AS SPECIFIED. 37 12 as PROPER ORIENTATION IS ESSENTIAL. NAILED to 38 38 NAILED 16 ma. Ix10.4i 5 X19 oft M183H6= 4 NP1US NAIL NA 41 Sr ial 600 12 3 d B NAILED 1 15 ] 1 ",, 21 Sir i 3R2 N t 2 �23n �t 29 28 W 27 31 S2 an 34 35 25 24 y6 11 3x5_ and= NAILED Mail 3.18= NAILED NMLED Sxe= 3r8 11 Seems NAILED Basal NAaED 11.61z 1764 2988 lt8tz 8-ta 11-Biz PM ORspa`LVH 120330 e1 1347-002 Lf2426 Edge) l2l'O58 -2 1122'033661 12703003-41 LOAMNG g+Ml SPACING 2-0-0 C&. `EFL In goc) Wefl LM PLATES GRIP TCLL 20.0 Plan Grip DOL 1.25 TC 0.85 Ved(LL) 0.272627 >999 240 MT2O 241/180 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vail -0.442&27 >794 180 M18SHS 24N180 BCLL 0.0 ' flap She s llwr NO WB 0.90 Horz(TL) 0.00 24 Ne IVa BCDL 100 Coda FBI l4/FPI2007 Maigx-MSH WNght 2101` FT=20X LUMBER- BRACING- TOPCHORD 2x4 SP Nil TOPCHORD Strucwrel WOOd sheathing directly Applied or 2814 do pudM , BOT CHORD 2x6 SP 10 except Wd veglcaM. Except WEBS their BE No.2 T-Brace; 2x4 SP Not-11-13 OTHERS 2x4 SP No.2 BOTCHORD 9110 wiling directly atilt or 4IO12 oc wa lg. JOINS 1 Brace at Jim):11,13,Il,6,17,18 REACTIONS. "I.) 29=18281}36,24-203tro38 Max HOr2 29=247(LC 6) THIS COMPONENT IS TO BE USED IN Max UpIM 29=-969(LC 8).24=-1206(LC 8) CONJUNCTION WITH A RIGID DIAPHRAGM, THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND FORCES. plot Max Canp.Mla%Tan. All lowA 250 Qb)or less axwpt Wi eo atlONm. WITH NEGLIGIBLE LATERAL DEFLECTIONS. TOP CHORD 2-3-25)91300.21-22-28251672,45=-06 52 24,5 7=41620 8,7-10=-043246, 10-12=40 3279,34=-333812088l-321142014,6 8-32842014,8-9=32842014, 911=-31672067,11-13=-3167/2067,1315=-31672067,1517-31672067, 17-18=-316l 1B-20=-31672N7,20-21=3 54l2141,12-14-414278. 14-16--457N63,16-lif192G 4BN24B,2-29-19&1N&9,22-24-1982/1218 BOTCHORD 28-29-211284,27-28_9992174,28-27=19053853,2526=13282480 WEBS 3-28-2 952 37,7-B=355267,16-17=455i 2-28=104 82157,22-25=-13131,`2440, 327=-100.11711,9-27=370/401,9-26=-28`196.15-P6=-3671384,21-26=-011/1255 NOTES, 1)Unbalanced roof live loans Area Dean omridered for Bale design. 2)Wind:ASCE 7-1(k,VU11=130mtoh ISsecondgust)Vasoll mph;TCDL-4.2pef;BCD"Cast;1=25X;8=451t; --291;gave--4fl;Cat. II;EV C;End.,Gl.1 B;MW FRS(dlmcdcrel);cantilever left and right exassed;end verboai left and right sposad;Lumber DOL=18D plate grip DOL=1.60 3)Protide adequate dralnegs to prevent Warr Ponding. 4)NI plates are W20 plates bless olhemw indicated. 5)At plate are 1.5x4 MT20 unless dhamea iMicaled. 6)This times has Dean designed for a IOD pal bottom chow live bad nonsonounent Win any Omer live loads. 7)'This toss has been designed for a live load OI 20G of on the bottom had in NI areas where A rootangle 3-6-0 tell by 2-0-0 Wide WII fit between to bot sh choM and arty other members. 8)Pmvide national wrmaction(by others)of toss to Dearing plate impede of a thstarl 100 to uplift ah pinl(s)except OWN) 29=969,21 9)Graphical puf in representation does not depld the else or the orientation of Bae tough,along the top Anil bottom shod. 10)'NAILED'Indicates 31 Od(0.148'x3")or 3-12d(0.148'53.25')toe-nails.For mora winds refer to MlTakb S ETOENAIL Dal 1. 11)HaPgm(s)or other connection corm )shell ba provided sufficient to support oasentraMd loads)352 to down and 411 Ib up of 23116 on top chord,and 341 Ib down and 169 to up at 104-12,and 21616 down and 126 lb up at 2310-11 on bottom broN. TIRE desigNselecllon of such connection devices)Ls Ne responslMllfy Of-Baer. 12)Waming:Addifil permanent and stability bei for toss Wafem(not pad of this component design)Is always requred. 13)In the LOAD CASE(S)section,loads applied to the face of the Lose are noted AS Vont(F)or back(B). Q A.- -,A....pI1Ne1Xp NCLW®YILl MEF6dXCf PAOELFiIAm.la0Y1016 e9LIra1IK ,maMBlasewaMm MlwmconKKMrs.RA, bbeada4Y apaur,elasNwrtLantk1aanxtlM1XaM bA]r9 v�mlxmam+,ro+ g6adon m.WMPom iEe.Madgq(WUwr nuat'/iIIIYII¢4Wc�lY of d'e4TIwaMMagattemyYrraPa�Ilid&b1Nb MeoVMM Ix1?9�xBaclVyM.p4db peva9SixMgolaMM4 MoweOatl/acMtlmerrtaaaM.PWYr�Mnl>'1W aM(w�m+rtml lv N b Rxv@IePae]bikbhVV[IbL�'aJCWI¢eew11NRWLYe La�wl4VaYOdpttmNOal,O. fa9alerUPRMex:erepaQOYa 9BW hb EM BM. />t»l lknila0.%.deNary.aecA'm mlhwipollrisuaMlmMm3laroA reaWWMiYMINCnW,IANMYgaLY W10CWrWrianl renPx.FL m%ro Spat'/InlamaXam aMYtAa mem lna IMb MM,ae.21d N.IBa SIree4911e]IR.NexaxMa.VAY[JI4. ' Job Tw Tw Type Ory Ply Melba Resldeme Haman] J180&6 E01 BOSTON HIP 1 1 b Merrpnp Suildirg Supplies, Jakaomnlle,FL e.Um4aPr LOe bAwuDWdYUee,im. rnem,w SddRg 3qL Ib.]S2pvN_wQO]UIkKgDGkLtyCI_adNwuNDWdYVa]3jOM4Vc9NZPyoEYVM'y3dtlRBEY3gL LOAD CASE(S) StandaM 1)Daetl♦Hoot Live(balwoW):Lumber Increase=1.25,Plate Increase=1.25 Unto.LOWS(ort) Vali:24-29=-20,1-2=54,2-3=-64,21 l2-54,22-23-K 412=U.3-0-M,2621=-54,12-2o--54 Cmoentleted Loads(lb) Vel[21=-256(F)25=-149(F)]=-1]S(F)26=33(FI So--341(F)31=40(F)32=-33(F)33=-33(FI 34- (F)35-33(F)3 -74(FI3]=E3(F)36=-63(F)39=- (F) 40=a (F)41-E (F) �WdMIWO-VxIIyCWpnpnsmHS m+M PEFO NOFE30N]XIa 4Na P'CLVVEOLR]EN REFEMNCEPGOEMF]IAm.lOWR016BEFOREU pef¢n Whl loi¢e=P Mllek&cmretloir lNSV4eI9tkYmevl wJYUWnnWanolwsxrown.aMkldmhVJluMwl lultlhpwmlr axE ml ryskm.Bspe�,Ins d4olNp tleSN/�^✓nl Valty IM+q.VYCMllYo10e9g1 pplanelersmtl go��IY I`u'«'Wale Ihttleayn Mo Ilreove�tll oMavdR+Mn Man9I zolm 410IdUra^na�ena almr.Man m�Nweea,di«�mmmxRbea«+r.pmeoPgl lamaom�vmar�«,R�Icaclre hdwalS�e4leOMq AINa'A IO Pevanl cLN uMlenNvvJ FiFFY aq wWenY WngR. fo�9mrva OdOuce reJ�r9q Ms Seal PW Frv1 . IdvEaRnLab0]e,OtlNery elecMnm]IMO?TR OIIiuRes4WlnmryLemn."ee/,M81/IRI4WIy CiaxlO.wedeYN aCY auM,p CwnVuxnl Seale 91Aa3910 9deheeanM�n aWcde han iMHUb a�Ya4e.RIB N.lee Sheet 9lle S12 NeXOrcLh VPRDIG. • Jo0 T1111 Truce Type Dy Ply Melba Residnre T1o1ne4e IJi80W5 E02 Common 6 1 jop Reteresee,femoral) Meeting BUll0ing Suppllec, JebmmAlle,FL - dKgBGAp1202016MIlenebocIDIAe ragel IO:z22pvw_wOlO21ikKgBGkLIyCO_a ilAUHeZWAOscIOHew 4ck8Nwre'MBeH553211-fix)3gK 160 FS6 14Y6 21-0.6 2330 311 1-80 FSB ]-20 Y20 7 td-0 assess 1 ASA 14= a td 15 6.00 FIT y sea 3 5 5W I 56 i 16 16 6 2 ] li 12 11 10 9 6 sea [1 ab. 6x8= M= 3611 ].S8 14].6 21-88 29J'0 lea 7-2-0 PMteonsmJ(Y,Y)- 10'0 00 4t LOADING Ipaf) SPACING- 2-00 CSI. DEFL In Qac) pull W PIATES GRIP TCLL 20.0 Plate Drip OOL 1.25 TC 068 Vert(LL) -0.0811-12 >999 200 W20 240/190 1. 7.0 Lumbi DOL 1.25 SC 0.89 Vert(R) -0.2011-12 >999 190 SIM 0.0 ' Rep Shesa Incr YES W B 0.35 Ho2QL) 0.04 9 Ne dee BCDL 10.0 Code FBC2014RPI200] Maar-MSH Weight:In lb FT=20% LUMBER- BRAOING- TOP CHORD 910 SP No.2 TOP CHORD Stmdural YmOd sheadhiN aradry applled 010.31 ted purine, BOT CHORD 2x4 SP No.2 except and vedlcab. WEBS 2x4 SP No.2 BOTCHORD Rigid cell'mg dlred9y aposietl or 9-25od bracing. OTHERS 914 SP No.2 WEBS T-R.: 2 SPNo.2-510,390 Fasten(2l() T and I bracer to Iarese edge of web With IM (0.131'10')^alb,On Od,w its gin mid mum end distarce. Brace must cover 90%d web length. REACTIONS. Qbhlze) 12=11]3NS8,8=11 T3/0-SE Max HorE 12=255(LC 11) Mex Uplift 12=O65(LC 12),B-085(LC 12) FORCES. Qbl-Melt.Comp.IMN1.Ten.-All iom�250(Ib)or less exwpt wfien shown. TOP CHORD 2-3_1517599,3 —1148/559,45-114W55 56=1517/590,2-12=-110&608, 58-11031809 BOT CHORD 11-12=181/342,1611=4W/1280,510=3]9/1280 WEBS 410=-23t18M,i10--ISt259,31 0=-0512 59,2-1t=-36&1125,89=-38]/1125 NOTES 1)Unbalanced roof Ilya loads bade been comuderad for this design. 2)Win0:ASCE 7-11,Vus=l Warph(3-second gust)Vasd=101mp;TCOL4.2psf;BCDL=3.opsp R--2511:844b 62911:eada49;Gal. II;Exp C;Encl.,GCp".18;AMIFRS(dare mtsal)aMCC Exledog2)-1813 to 13-3,lumdor(1)1-33 to 147-5,EMedor(2)14-78 to 17-7-e mne;cantilever 10 and right exposed:end medical le0 and right expose l;C-C for members and forces S MFRS for ma69olxa shown;Lumber D01--1.60 pate gulp DOL=1.60 3)The Voss has bean dealgned fora 1 n pat boson dead lids load rloncorcunant Win eery other live bads. 4)'T s truss bas been designed lora live bed o120.Opd on ma bosom card In NI areas w m a fWaNie 380 tMi by2-60 wide v411 lit between the bottom cera azM airymembers. 5)Protide macbenlcal armedion(by others) of of tmsa to bearilg plata capable o1 w11bsarMllg 10010 uplift at lolnl(s)except QI=1b) 12465 8-085, 6)Warning:Adplilolal permanent and sadlity bracing lar truss system(not In of this camporlwt des19^)Is always required. Q HsPNNO VENN a�'9npwmMv=Y,aaE40 N0]ES IXi IItle 4Ne Mdt UOEU M/IEx aEFEnINCEYPGEMfiJ<n m.l Nra9EPoFEUSE. Ce5{p Ndlw um wYr'Mm AYlekW cwundw.S.INS Weq,rinsetl<mryunc^I✓+wneb¢tlwwn.waLSlo:m IMlWmcl Malq wml>w<nl.nvl ^n�mbm-41we:ce.ac bJmkhg m�dens me kadlry ol.>au�1.,,.,,�1��dq IYle .,o:rn., wee^ml1--rIl M11ek W 1V yrYy,. BaclglMk:ol hlo gevxni hwYWg olk,[NMMI„rgwebaM/w clwetlmemMnoNY-kldMcrvJ lemP"NW wa PrmvnnlM¢leg Jvmyi�eryawllw[IaWlNandlogwaacdlgmwX^Wv4Ye lcwvuMMEYaW poPwtYtMnq�s. Fw4rn1d 9�Mmce le9w�wq Ra pehaEM BM. IWLalbn,slaapo.[IeINwY secYm m]brd of l—cTtl rraoMms e3w 5krallOWyCdlwla.Oa"mNaCL WRCistf.,mnl Tertpe,FL 3%10 aaead, .w[BMeaan 4iupule MlNIe.216N.Lee Saeal.9Jb312,NamwLIa Va'.I,J _. . Job Trus T.Type Oly Ply Melba Residues nome49 d180005 E03 Common a 1 Job Safereme -amt Meaning BUNog Misilies, Jalwmrvill.,FL 8.Ot0s Apr 202018 MiTek lndustrieS,Inc. Fri Jen0812:6a:50201] Pagel ID:a32pvw_w9)O]Vlklzg0GM1yC4_a-W2lovWOg rRDeYn]zMTv mMY0pPmOMZZY3gJ 2180 223ae 3031 3A11A 'So FTF Sub=t 55A sw= a 14 15 6.00 1z yN 3M e 3 a � s � 13 2 6 ] 1 ]d 12 11 10 9 a '.A6 11 pq= Si pa= Iona= 1.74 2fi8 223x8 3051 FSB J ria PMa QI et51X Y) 18 Etlp 0] 311 '0+003-01 LOADING(p3R 6PAGING- 7%0CM OEFL In Qac) I/Oefl Un PLATE6 GIMP TGLL 20.0 Plea Grip DOL TC 0.]8 v MU( ) -0.13 69 >9B9 240 TGDL ].0 LMnber DOL BC O.B3 VeR(R) -0.33 69 >999 1SOBGLLW B 0.3] RoO(1L) 0.05 8 Ne We I L1MMRx-MSH Weight:1]411, W=20% LOMBEW BRACING TOPCHORD 2x6 SP fill TOP CHORD Structural wood shealNag dlredhy applied or 3312 m muRire, BOTCHORD 2x4 SP N0.2 exrapt and verhale. WEBS 2x4 SP No.2 BOT CHORD Rigid wiling dbeclly applied or 8-5-11 no bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP Not-310,5-10 Fasten(2X) T and I braces to mrrex edge o1 web WM I M (0131'x3')nous,On o.c.,Mih Sir minimum end distance. Base must cover 90%d web length. REACTIONS. (Radin7 12=1213 8,8=11531033 Max Hoa 12-243(LC 10) Mm Uplift 12-501(LC 12),8=-043(LC 12) FOSCES. flat-Max.Comp/Max Ten.-All fomes250(lb)orless exceptemicshown. TOP CHORD 2-3=453669.91=-1224/588,45-122]/599,56=1]48/392,2-12=11431824, 6 -10]3/554 BOT CHORD 114 2=-13 63 3 8,10-11-442/1341,9.10-4]8/14]1,39-332/566 WEBS 310=-4448,256,410=-2]01966,510=5811315,59-02]8,2-11-389/1188, 6-9-1TL890 NOTES 1)Unashamed mor 11w loads hove been wmficared for M design. 2)Wind ASCE 7-10;Vult=130mph(3..d gum)Va nt 0M,h;TCDL=4.2psf;BCDL-,p.OpsF 825X;8>511;L-90X;issue-44M1;Gat. 11;EV C;End.,GC, .18;"FRS(Urertlonal)and C 0 Elderlor(2)-18f 3 to 188,INemail)1-3-8 to 14-7-8,ENedm(2)14-7-8 m 17-0-13 zone;cantilever heft aM night exposed;and veNwi let and fight eiposed;C-C for members aro traces 8 MFRS for reaches shown:Lumber DOL-1.80 pate 90P 0011.80 3)This taus has been designed for a 100 put bottom Chord mar load nonwmunent with any other live bads. 4)-This Muss has been designed for a III load of 20.0pst on Ne bottom chord In at areas where a repeats 380 tell by 280 We fail fit beMreen the bottom chord and any oMe,members. 5)Provide mecbanlcal connecXon(by others)of truss to hearing plate capable of w1lMlanding 10011,uplift at Joint.)except Qt=1b) 12=501,ff A , 6)Waring'.Additional permanent and mobility,bracing for truss system(not pan of this cormorant design)is areno,marshal na,flNelefor, a,aaynnwmY,'n TONmES IXI aItlS ANO wcLUOEr MI1Ex eEFEPINCEYA4E M.0.1O9 m.lOOYMfa9EGOPE raE meq Wpfor ms wJY MIIeMDemaurelurs.RhdegTklegtloNyuam Wortre+ers Nnwn.mrhloam MMWdYUYdnr ewnVer renLrol kking. frope"rrlrewdn9aregrermrmBannirecox+�ti+rNrlaewnq+�raler.meaowrvxKa>rwrownams9mrwrmwgal MROW dldpdatl9n. R 'xp YWcdedeloga�enl LucMrpolkxNkl9M1rmwebm]/w Wtlmemt» dif ge"..wmpwaYadaide, r+d¢Irg l ywoySreZJrede,de.,m]bgeaen+cdlgia MlnCwMe Fwwrdb4+faW q%xdYMn�e. fa gererd prlWx:e re9arl:g Ma 6YM Fea4 EM 3Xl. IfblcoRn alwaye,wNery MPCXcnaMdIXMdM1rreeSUMnlmry+lenrb.maAr1WI VA20nllerh.dMda ogaCN Nw6i9ComWnwa Tergs.FL 3Y10 edMy IrMmOtlen w[HdeM1an Irm%da Ma Me.210 N.Iee SM1wl 9JIe 31 R.OleimAla VARR]II. ' Job Tmea Tame Type Oly PIV Melba Read. 110197050 i'mm5 E04 COnhnWl 1 + IDaZ2pvw_ P0 Job rce o Gonsi Mminp uldm 3upples. J;a;CttJll6,Fl 9.0105Ar—ulooMRIn WFri Ja0812:60:51201] PI.1 w107UikKgBGhLryC901b1]F%OwTsMbIBVGEa94pN4FyOrHW3q l 21 30393091A 1-80 F ]-5d ]-2U 720 060 / Brale=I55A 4xa= a +5 16 3,4 6 eo9 +z y . 3 6 1] 2 6 fI `a 13 12 tt +a 9 e 31B II ass= s9= tM= 10do 760Ni 121 Plate rnNMs( n 18 Edge 0-7-13 1 I.0b0031) LOADING(psN 6NG 29 CSI. DEFL In (lac) Vdee L/d PLATES GRIP TOLL 20.0 Plele Gd1 DOL 1.25 TO 0.]6 Ver 11) -O.OB 12-13 >999 240 M]20 244/190 TCDL 7.0 LMnbx DOL 1.25 BC 0.69 Vert(TL) -0.22 1011 >999 180 BOLL OA ' Rep SM1esa Iror YES WB o.3] Horl 0.05 B we dre BCDL 100 Oode FBC2014/rP1203] Metrix-MSH Walghh.t]41b FT=20X LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural waod shentNng directly appal or 3,15 oc pudlns, BOT CHORD 2x4 SP No.2 except and veltitNls. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. OTHERS 914 SP No.2 WEBS T-Breve: 2M SP N12-311,611 Fester(2X) T and I braces to harrow edge of vial,with Iro (0.131'x3i nails,sin o.a,Mth all minimum and distance. Brace most cover90°/e of web length REACTIONS. (goill.) 13=120Y0-9E,6=)DIN 59,9=16]/0.3-8 Max Hou 13=248(,010) Max Uplift 1311-501(UG 12),8=i5](,C 12) Max Gmv 13=1205(LC 1),8-l?]3(LC 1),9=315(,0 3) FORCES. (b)-Max.Comp.Max Ten-All force;2501 or less mmayt wirer shown. TOP CHORD 2 -15/9fi91,9i=-1212/589,45=-121 G699,5�-1]OOR95,2-13=-1135re24, 66=-1059/555 BOT CHORD 12-13=-1681339,1142=44311329,10.11-401/1430,P10—329/456,B9=32&458 WEBS 311=-446256,411=2]Q'655,511=-548fi1B,2-12=390'11]4,610=1]4/B]4 JODIES 1)Unb sided roof live loads have been considered for this design. 2)Wind:ASCE 7-11 Vu8=130mph(3-second glia)Veld=101mph;TCD".2pat BCD".OPV;h=25g;B-45p; svd m tq Get. Il;EV C;Erol.,GCpl�.18;MW FRS(drWlonag and C C Extedor(2)-4413 b 1-3E,Intellor(1)1-38 to f 4]A,E Wor(2)14-7-e to 1]-]-13]ore;cantilever left Nor,right exploited;end vertical IaX and right expoe si for members and 101ces A MW FRS for reactions shown:Wmbst DOL=1.60 plate gift DOL=1.60 3)This truss has been designed for a 10.0 psi botlan chord live load minconcurrent with any other live loads. 4)-This Vues has been designed lora live load of 20.OW on the Godom chord In NJ areas wiper¢a redangle 3 0 tell by 2-0-0wide will N between the live.clasp and any other members. 5)Pfoi mechanical connection(by ethers)of ruse to taming pate capable of w Histanding 100 to upin at)dolls)finale gtdb) 13301,8=457. 6)Waning,Additional permanent and stability bracing for tmae system(not pan of this component design)Is always required. �WIeNWa-VwhytlWpnpx�mlween4eEIU NUtE50N n®]NU WLLUOEOIarEN flEFERI NCENGEMS ATJnn ID IaISBEFONEUSE. �C}I voWJ ror uz MY`✓�MIIeMffconrectars.ettlasbn 4Msstl oN4 uppngvm,elers Lwwn.rnlald m b]W b 1Mtlky com{wrcnf ml In6sylem �Ma W¢.IM d4AptleYPrer mwlvMNlMgyMCWIN�*'UaWaP�n^nlersaN gogxlYwoorPo aMJeyend,oemoVm lwxr w.gn. NmrANmmedGrolxeYan+eaoalmwmeNza.4NwwebaMlc(cicrtlmember.¢rev.PtYJMxxx bmMW mepeanmM+tlacYq k' inbromR�dbrisser, bperen —No,Mln%5tA90e vidde r,s Wvell eadefty .as.leereWcom an BBW PVYe EYBIN. {YLglbYelal momar,tion,lbn Oone,kn o2NBeStMM1w Mnd,IIIM1,Jrcr1 VA.3ClOMe,eexd90N NtaI IUEJrN COiTonwE ierge,R 3N910 ably Irlmmolbn waMxe tion,lnm RalehatlMe.RIa N.Iee Shea+.9Yle III M9MVMN VRY[a14. Job Thas T.Type Oy Pty Melba Reference Tf of ne51 ,160015 E05 Root Speiul I 1 Jobwarrantso Imel Mennifg Buildlrg Suppose, Jexeomille,FL BDID GGkUy t a UxiTek lndusbiea lnc. Fn Jan 0612:USxGt 017 Page 1 ID:R2pa'I_21-a-8 Axg8r31uLyC4_e-ux9PCbY2M1n_23I"CeRm]VKdh,11-0 x6t46geRryJgH .L60 ]30 0 122120 111-9 203D 31-in 1b�0 ]-SB ]-20 A2-0 1-01-8 ' Sb-0 L60 dxd= Smb.160.3 4 10 20 am 12 a4 301 3 5 S8 6 6 10 21 2 ala= 14 13 12 If 10 a4_ 3ai I ys= ass= a4= 3s II ]-60 'a0 23PO 2030 7i8 7-2-0 '2-0 1-11E 680 Plate Off—(%YI 6o-2U01-81 f/a20Edoel 13:02-803-0I LOADING(pN) SPACING 2-00 CSI. OEFL In (la:) Vdafl Lhl PLATES GRIP TCLL 20.0 Plate OM DOL 1.25 TO 00.5 VeR(LL) -0.0911-12 >999 240 44@0 244/190 TCDL ].0 LUIn0er DOL 1.25 BC 082 Vert(TL) -0.2]11-12 Aw 160 BCLL 00 ' Rep St.1. YES WB 0.34 Horz(R.) 0.10 ] We We BCDL 10.0 Code FBC2014?P1200] Math-MSH Welgla 1]416 FT=20% LUMBER- BRJUMNI TOP CHORD 2e4 SP NO.ID TOPCHORD StruxurN stood Melanins aredy applied or 40-12 ad puRlre, BOTCHORD 944 SP I'ExcepP except and vaM.N. 6-10:2x8 SP N0.1D BOTCHORD Rigid bell,choose spoiled or]-213w hosing. WEBS BW SP No.2 WEBS T-B.: 2x4 SP No.2-31$512 OTHERS 2x4 SP No.2 Faslan(2xl Tandlbracestolanowedgedwebwli (0.131'> )nails,Nnoq.,with So minimum and dlOmrwe. Some must cover 90%0 web length. REACTIONS. (Sslze) 14=117010&19,7=11710U-5E Max Hoa 14=-243(LC 10) Max Uplift 14=485(LO 12),]=-482(LC 12) FORCE& (Ib)-Max.Comp,Na Ten.-Alltolcm250(Ib)orlaseexceptwhenshown. TOP CHORD 2-3=-150flf599,3<=11d51555,45=t td0/562,5E=13091588,6]=-18]4423, 2-14=11001108 BOTCHORD 13-14=14&328,12-13-38111 12—,M)NI255,1a11=38(0118],]-9=-53&1615 WEBS &12=K66!59,i1t 23Q1802,5-12=-02&2502-13=-380/1121 NOTES 1)UndaMnced mofIt loads have been considered for MIs design. 2)Wind ASCE 7-10;VWt=130mph(3 second gust)Vaed=lOtmph:TCDLA.2ps[BCDL=3.Ops6 h=25X;BASO;U2BI1:saina ;Cat 6;EV C;Eml,GCp1=0.18;MWFRS(ara tions)and CA Exlenim(2)-1 81 3 W 1-3-3,Intesor(1)1-33 to 14-7-8,Eve Dr(2)14]-0 to 1]-]-8 zone:candfoer Idl and night exposed;end vertical tell and night expoaed:C-C for members and forces&MFRS for aacli0ra shown;camber DO1=1 SO pate grip DOL=1.60 3)This truss has been designed!for a 10.0 p0 bosom chord has load nancorcurant Min mr,Oher 1Ne ofI 4)-This truss has been designed fora live load of 20,0ped on the bottom chno in NI areas where a reclalgle 39 0 tall by 2-0 0 came fall M Demean the bottom chard arm any other members. 5)Provide mechanloal connection(by of ars)of truss to bsomm,plate capable of wflhstaMirq 100 to uplift at)dnt(s)except of=1b) 14A85,7A82. 6)Warning:Addslonal permanent and stability bracing for truss system(not part of mis component design)is always required Taman, ana yC•tlpnµmora,en aEarCE AO NOTE5IXI IRIS ANO ,loo..gallate ..40.11)]rw.1.1seEWPEVSE �omq,cold ta�onv�nm MleM4conmexas.IM�4�6b,aetlaYv >°nw�etea w.�..m hrora,lmtiweaualro�owxrem.wf Ilims,usm &facksrin ,Y grle�lwr m,nlI f gFxklalV�ldaYR�Fm,elenmywWemh,cM'�^lel osx,t 6�roanow n,t MR aernNdeaor Narn9iwmeaato waVaareu�areotns.»al� bmufarnoralnar�.a+v.bdtannlo—sfnencfho ml wag sawon rewea lormuuya•a lowT+erlcGl�MmpxLa perwra Hrvmewwenvwnwa.wr Qem�e9J0mce r.aoun n¢ sew v.n.E.neaa. RlxtdkM1 tlaaga.daWa asse New hall 2118K—Mi ass31 ureANaViso VA MGMseh.OMd9 uMSCAWMiPeuIV1Mn1 Teeee,FL SM10 sy11f Ilyprliyyn mHtaMe M1wn Ica Mie anPP0e.213 N.Ieealrae1.9116312 Nesxvlaa VAR2J11. Job T. T.Type O1y Ply Mdbe Reaiderca T101]1052 J160615 ECB Cowl 6 1 Joe Referehoe 0 lonedl Manning BUNirg Suppllae, Jek6ornilla,FL 6.O106Apr L.yC4 MITeklNua%& Irlo. gg Jen 0012MFSk0O7P 3(I1 10:U2pvw w0lONikK4BGMlyCn_e-yTjnOxZgS56Nryhe 3.0 4S2zSyDVUF5kN0-11-0 -080 ]]-0 1' ]E 24&0 2&30 3811-0 430 ]-0-0 PUB ]-09 scale.1:52] 4x4= 4 1] 18 Bao 12 1SM 3 6 19 I6 8 2 9 2a 21 8 yi= 9113 I9313 203-0 8113 9411 8113 Befter OthersIXY) R -BEdcwl 16-0-2 Etl IFS"-OEdasI LOADING(psp SPACING 2-09 CSI. DEFL in (W) Uden W PLATES GRIP TC 20.0 Plate GOp DOL 1.25 TC 0.6] VBN(LL) -0.34 &9 >m 240 Wm 2"100 TCDL ].0 Lumber DOL 1.25 BC 0.98 Ved(TL) -0.59 &9 x595 180 BCLL 0.0 ' Pep Share Incr VES WB 0.32 HoUFF-) 0.00 a No W BCDL 10.0 Code FBC2014/1PI200] Wtnx-MSH Weight IWto FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood aheetMng dredly applied or&2-6 oc Wrins. BOTCHORD 2x4 SP NO.2 BOTCHORD Rgid ceOing dlectly aWfletl or 2-2-0OG bwoIN. WEBS 2x4 SP No.2 REACTIONS. (IWslze) 2=11]W&5- 0,8=1176B" Max Hoa 2=204(LC 11) Max Uplift 2= (LC 126 6=-082(LC 12) FORCES. (Ib)-M.Comp.Mtex.Ten.-Aa lomm 250(lb)ar less except wren an.. TOP CHORD 2-3-1 SOW26,34-1598ri 45=-1598924,56=-10 W28 BOT CHORD 2-9=50511830,8-9=236/1066,&8=-52Sr1543 WEBS 48=-23SAWS.53=3]81305,4-9=-2381693.39=3]&305 NOTE& 1)UFdelaneetl and live bade have been considered for this design. 2)WIN:ASCE 7-10;Vu11-1 Whaph(3-secwd gull)VaN=101mpN TCDI-4.2ps1;9CDL=3.0Pef; =25ft;B-fK --298;eeve=oft;Cat. II;Ex,C;Encl..GCI,I .A 1;MFRS(dimdbnal)and C-C Etde0og2)-13-13 to 13$Intenor(1)133 to 14-]3.Exledor(2)14-7d to 1]-]-S mne;canfilever lett and nghl exposed;and vertical left and right a,owd;C-C for members and fames 8 MW FRS for reactions shown;Lumber DOL-1.60 plate trip DOL=160 3)This was has bean designed la a 10.0 par bosom chore live bad mnwlwunent With any other live bads. 4)•This,truss has bean designed for a live load oi 20.0pal on Ne bottom chord In all aware where a rectangle 309 tall by 2-00 of wall fit between Me holt m choN and any omer members,with BCDL=10.0,ert 5)Provide med lnal wnnection(byowsm)of Miss to bearing data capable of wiMalaNlrp 100 lb OEM ve Jointly)excel gtdb) 2=602,6=402. R Q seesaw.VN94eMn F�wnernevM eaJo MOfEy ON TN1e AND Y Ups OWER waOaoo sNOE Md.F1Am.l.Is aEIOas USE LgePµh1Mu¢aJy es,MI..—.1 vv,d .kbavJ wYY un�npxaneters YvrwR aMh(cImI✓SiWNwI[Wdlry,TmmFwr¢nl.not Insswtent 0ekxeun.lre Madlm arnprerrlvm Yanty mP aalDaSrlryaa�.udnm�xeal«ww�rPally bcwPware mad.aMnrnonrowYwdl °yagmgl lEIXlglMbdad hropreenlM mNal�ul+aln awweomamr�mralnelnl>�mv.1'eolwa remwrav�ml>em�el MDel1N 1MMY1��'T116661KK( hawgsrple0{xN2aM�lto Ra`emcW4Fe'Mh palAe PelinxE k9m m]gepalY dw^Wa. wrmrerdeleulce reas�enw pDY rren.E.N era. 9hkulbierw�e.del6ery.emdkn rnlM¢hp oIM1IRKaNeue[ryYemt see4MV1111 GtfyQMb,Dl939 ml eCM WIln9Campwnnl Tenpe,FL aAS10 ldely pYOnMXGn aWNle M1an IrulMle bmlN&21a N.lee ah�1.5M1e312.NBXa]h VRYYd16. • Job T. Thrse TYPe Oly Pa/ Make flecldence T101yI853 J1606e5 E07 Common 4 1 Job Refs.. a 'mWI Meso,Buildup Supplier, Jekeomille,FL 6.Ot0a Apr 202018 MiTek lMnaldec,Irc. Fd Jm05l2:S& 12017 Pager ID.TZ2p -eo'O]UlkKgBGOUyC4_a-0KHMHel00E,00 m EsIDWYNp9yM40KN4NK"F 77.0 14]-B 2180 29.34 .0 ]'LLB ]] 404= scale=I50A 4 1] 1B am 12 15x4 0 1.604 pi 3 6 1B 16 8 e 2 (! �1 0 Id 21 ] ll B 608= 3M_ Jt.6= 306= P113 11SB 18313 2P3'0 5113 186 ]-0Ob &113 P,OW 06 Y1 12' AS.&&2115'0880421 LOADING(psi) SPACING 240 CSI. DEFL in (lac) lHell W PU1TES GRIP TOLL 20.0 Hate Grip DOL 1.25 TC aw Ved(LL) 8.9 0-15 1803 240 W20 244/190 TCDL 7.0 lumber DOL 1.25 BC 0.93 WrIFTL) 8A9 9-15 12M 180 BOLL 0.0 - flap Stress Inc, YES WB 0.30 HorE(TL) 0A6 6 Na We BCDL 100 Gotla FBC20HLTPI2007 MM Is MSH We0t:133 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD S,U,U ,Wood shams,drec1ly,applied or"-I wpudins. BOT CHORD 2x4 SP Not BOTCHORD Right milling directly applied or 2-23 oc bracing. WEBS 2x4 SP No.2 REACTIONS. "in) 6=986M1echeniral,2=1036IJS8,6�3Y05-8 Max Hou 2=201(LC 11) Max Uplift 8=-363(!-C 12),2=445(LC 12),S=820-012) Max Grav 6=988(LC 1),2=10W(LC 1),8036 f 17) FORCES. (Ib)-Mex.Comp.Mlex.Ten.-ATI forces 250(lb)or less except Who,shm n. TOP CHORD 2-3=1153M26,3-0=1215/621,4-5=13M/8]3,58=15BOAT] BOTCHORD 2-9=47V123D,&9=-2181850,73=-218/850,6-]=-098/1343 WEBS 4-]=-2251520,5-]=-383/30],4-9=-1631401,3-9-363130] NOTES 1)Unbaladced moi Iir a loede lave been consideretl for this design. 2)WIM:ASCE 790;Vtlk130mph(3-sommi gust)Vasil=101 mph;TCDL=4.2ps1;BCDL Ops;R251t;B=15f1;1=291;eave7lX;Cat. 11;Elp C;End,GCd-0.18;MFRS(tilted orel)aM C-C EAmm2)-18-13 to 138,Intedor(1)1-&3 m 14-Y9,EtlMor(2)14]-6 to 1]-]3 tore;centllevet left end dgM elposed;eM veNcal left end right mmoUW;C-C for members and tortes A MFRS for maMm sN ;Lumbi OOL=1.60 plate grip DOL=1.60 3)This buss has been designed for a 10.0 psf bolo,chord Ilve load mmmgmwment Wim any other live Toads. 4)-This truss has been designed for a IMa load of 20.0pst on pre bottom chord In all areas Where a redaig)e 388 tail by 288 WHO Will fit bMween the bobom choM and any other members,With BCD L=1a0psf. 5)Rdw to gimm(s)for hues to imus connections. e)Provide mechanical connection(by Others)of truss to bearing plate capade of W metandng 1001b Uplift k loini(s)6 except gtdb) 6=333.2-f45 �WpRNWD-VMry d.7npn.maw-d REIO HOTE50X Tab —LUDED—KREFERENCE VAOEMN4]]m.17Y 15 as RE1/SE. IHWA .'x Vue aYy N1P M161ex4Vcmrenlw.c INstletlankbnstldYYaMn MDmelerssMwn.aMhIwo MMdld LIYBW eoenR�nl,rot Lu65Vdwn.65kxo care,n¢IxlMmB Cz41m owl vMN np iY3x�LLLM of dDd,T Iry�relemtxtlgWx.lYk�cDmmo@ mk OaJmnenolMwatll eda,adrw�.aDcn9lMhrnaeafolxRDRmlMivareandaaa nuaweDoevtln�lwtl ma,meeawv.lwd44.x famPwwa'ePamm�lamkw MiTek kdwaya�e4kedMG2rM�ltD pD`enlcWg5exlml�ND@W✓A FESvabwwenva�mwe.rn Ba'nd9JEOFe reB�diq me is., Een aha fabkanwu ilw[pa.dtlNw e�R�tiDmaM Moca4 olnivesaM nwmemn asMNaVM o61wp.DYd9 vgeCL4NgCamW^w 1enW.[L silo rwhk4mmaomDwaaex�.l,lmstwfe emnnD.zla n.IRe meDf.snle3lz,a�mdlo.vnzzm"a. _ __ ' Job Truss T.Type aty Ply battle Residence T101]]854 J160645 E08 HIS Gamer 1 1 job We.. re Merirg Bulltling Stppiea, Jebonwlle,FL _ Fri Ja05KW .P Paget ID:IIxwOjO)UIkKgBGkLyC9_eWyreiNpCL40eRnnMKhVlpVBmypE 6S0 11-114 1)30 2280 290-0 O180to 6S0 SS15 S43 SS15 6'SB Sat=1523 SDxIN NAILED NAILED NAILED ]= NAILED NAILED NAILED 1w It NAILED 3a8 NAILED 4x4- 6-IF,2 3 18 19 4 20 21 22 5 23 24 6 y NAILED yl ] gg 2 j 61 11 25 26 in 1 20 20 0 30 31 0 32 33 rot= 1 11 NAILED NAILED 5 E= NAILED 1.SN 11 NAILED &A- NAILED NAILED 311.5= 3pecau NAILED NAILED NAILED NAILED 6S0 11SB 111 7 1]30 2298 28.90 6S0 64a DS 5 S43 5416 BSB PIMA OilaMs DCVI 130540-2-41 I]'0-2E Edg 1 I trOd80301 - LOADING(paR SPACING 2-0-0 CS7O.D7 DEFL. In gocl Vdefl lPo-F PLATFS GRIP TCLL 20.0 Plate Gdp DOL 1.25 TCVed(LL) -006 8-10 x999 240 MF20 24M190 TCDL 7.0 Lumber DOL 1.25 BCVNt(TL) -0.17 8-14 >999 180 BCLL 0.0 ' Rep SBees Incr NO WHorz(rL) 004 ) Ne Na BCDL 10.0 Cada FBC2014?PI2007 IffWeight:13610 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2'Extral TOP CHORD Structural wand MteNhing directly applied or4S10 o,pairs. &8:2x4 SP No.1D BOTCHORD Rigid ceieng dredty applied!or 10-0-0 ac brado9. BOTCHORD 214 SP No.2 WEBS T-Brece: 2x4 SP No.2-5-10 WEBS 214 SP No.2 Fast.(2X) T and l braces to Marrow edge of web Mth iW OTHERS P84 SP No.2 (0.131'x3")balls,an o.a.,wm 310 minimum and tllMance. Brece must cover 90%of web lwgM. REACTIONS. Qlafaze) 7335�MecIbM,cel,2351N58,10=280110-58 Max Horz2 DC 24) Max Uplift 7-280(LC 8),2=-282(LC 8),10-951 gLC 8) Merz G.)=07(-G 10),2_559(LC 17),102608(LC 1) FORCES. (lb)-Wbc Comp.flAax.Ten.-A111oroe5250gb)allessenceptt'Afiwlahown. TOP CHORD 2-3-595213,3i=-247/639.4-5=-2471839,58-109&420,6-]-1291)423 BOT CHORD 2-11=-1881421,10.11=1851442,9-10-25 ,8-9=-254)]]3,7-S--MI DAN WEBS 311=-13I597.3-10=-1461520,410=8021390,510-188]/6]1,S8=d3B9, 5-4-751376,68=0'2)9 NOTES 1)UMalanmtl mol live leads have bean considered far Nis tlesign, 2)Wind:ASCE 7-10;Vbli 30mph(3-second 91st)Vasd=101 mph:TCDL-1.21pst BCDL=3.Opa1;h=25X;BA41L.129ft;eave�R;Oat. II;Exp C;End.,GCpi-0.18;MFRS(dsac0ont cantilever Zeit and right exposed;and vedcal left and ogre Stpos ed:Wmbe1 DOL--1.60 plate grip DOL=1.80 3)ProNda adequate drainage to prevent to,polling. 4)TINS truss has been designed for a 10.0 Psi boftom clmm live bed nonconcu ant wain any other INe Loads. 5)'Thle truss has been designed for Is live load or 20 Opsf on the boftom dtom In all area9 M.a rectangle 38-01011 by 2-0-0aide wail lit between Me bosom ducal and any other members. 6)Rete,to glyder(e)for tmss to truss wraeclimb. 7)P ovlde mechanical confection(by others)of mass to bearing plate capable of vAtstan,ing 100 In Will at joini(s)except qmb) 7=M.2=282,10_951. 8)'NAILED'indicates 3-10d(0.148'x3')or 3-12d(0.148'x3.25')turmoils For more details refer to MiTsk's ST TOENAIL Debut, 9)Hargebs)or other connection devlce(s)shall be provided suffldent to support concentrated load(s)193 a down and 258 b up at 45-8 on top chum,and 318 b down and 92 b up at 6-5 8 on bottom chord The deslgNsalecllon of such connection devics(s)Is Bre responslblllty of omens. 10)Warning:Additional permanent and stedifty bracing lar ituss system(not part of MIs cora porsre design)Is Mways required. 11)In the LOAD GASE(S)section,loads appose to the face of tire fess are noted as tram(F)or back(B). LOAD CASE(S) Standard 1)Dead♦Roof L1va(balanced):Lurcher Increase=1.25,Plate Increase-1,25 samen,-Wally htlenpv.mrter.NBEAP NOrF8IXI]Mi AIp HCLWFOYICx BF£EAANCE PAO W?M mr fassean eFIOBE USE 9n WpI«lee«YYwim IN nnionman`- RY dr JlYdW.Iy I Wi,I, 9vniaMI¢lolm IMAWwI dlWgcdnMrnm - Irlmmryasm.&,Iwo uG IM dlSq d.4"xww mW-w So npAKHMIh of daWJr[n,m,erenmip<pierlYllra .to Mh0.Karbb IM u, Lwar,9ma9r1.a�lg mar4leoxml>�aala.<alreollra.+,aaI111ffiwromel«�rwamaa�l:car.klmmlal l«oPor«Ymullem�«walaacvp ek' xawwe,eaAwf«elmem«.l fowa.aal�a xxBwnnl>�Ia P«smdWeAv«efwroa,Ivam aw.,«�...m9°dnDxw eaua r.m Erewa. IabkalMu ops,.L.H'N«Y.xreclMn«d.-Ma of nu,ax ma I-N Mrte fora" N1 GMItr GaleM1a,oua9 aq St NMp CompoMa Te1rya FL.10 sWhaiarmdN aWCLle r-ism Ra6lurArne.zte..-f sneoL 9Ire 31¢NoraMiM,rIAzz3l e. 7^,•" T..T" OIY Ply Melba ResiEeme ne1ne64 d16ce15 Em Rip Gnaa 1 Job Hot... o ural Mannirp Bullbin9 Supplies, Jalaomille.FL 6.010a Bpr20MiWYIMlaaiea.IM. RI Jan06*To55201] Pa9a2 IO:]22puw_vAl0]UikKgBGMLtyC4 C4_a-uW rYmex_iNpr<C54L1{60eAmnAgpnYZlpVBnIry.YJE LOBO CRBE(6) Slan0ard Unllolm Laaas(pig Von:1-Y-54,3-6=54.e-0-54.12-15-20 Con.M2leE L.J.Qb) Vat:3-146(B)6—%(B)11=-296(8)6=-56(B)14=02(8)1i,-94(B)19-94(B)M-94(B)21=-M(B)22=A4(B)23—N(B)24=M(B)25=%(B)26=56(B) 2]=-56(B)26%(B)29=-56(9)30=-56(8)31—M(B)32-56(B)33 -%(B) Q W]RNMO VxXy4upnpvemalws mCRFAO XOTEa ON FXNRXOWLLVOEO NXEI(REFERFNCE PIOF MR)<TJ m'.IpOYMIEIEFORE VSE. prtl�mNtl la uce oNY mT ANIeMJ Lpwwlws.MSdeLpn B ImaIdYY Vin 4bnmuleixrMrwn.aM blar m YpINc4YJl lvVYelVq cwnVwienl.ml alnmay5lem.Belure lffi.RabWlp�llux mul ve Nn¢ypkdary of tleNNr[Ulm+rinrsWIXWr'nY Ncwrwtule MB(leLL}r Fln lneoveltll p, WA{I�WT JgtMCTetlhlo wevenr Wc4Rre olMWxl nuv uel�adla cM1ra membarsrxYV lempaW aq CmmVrenlda:ll'9 atl+'a'h leWleO bF n—'tldLMYaW bwavenlcdl4/>3w11n�YJSW rtl SVFYa'tlwcOttlY Wn[pa id�wltl9WTCereNtllq Rre eaNPub pL• W mltrnv.Wawa.wlNery Mecamadbmcap411nmmaNM1ISW911aM se44NflIWll ouaM1cnlMo.paeaV maec9lWNVOumu+a ]allPe.ft MEast a»rO ]blY IMRnaXm OVtWtleM1an M1VSIWie MPP4e.218 N.1ee5Tce1.9Jle 312.NmavAh VP22311. - co ;i: an T.Type Oly Ply Was Residence Tfomess J180845 EN Common 4 1 Job Rrifterna. Olin ) Marmilg BJlding Supplies, Jelmnmille,FL 8.O108apr902015Mnerehaemes.lnc. anaMualcw.ee Eull Pa i IDO22"x010]UIM(gBGBLIyC4_a-MiPw2ybZliVg2MgGu2EWIi UTOGVMhZZC43gD -080 7701 78 f,'. 2930 1-BO ]-70 ]48 708 7-90 'a= style-f e0 s 4 17 18 e.00 t2 3 8 19 18 2 8 �1 $ a m n i e am= x.4= 3.s= x6= &110 iV 19313 298E 411J 105 7-105 &113 Plat Offsets(X VI 120-080821 Ifi'D-080821 LOADING(pen BPACNIG 2-0O CSI. DEFL In (lac) Vdae Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.88 VM(LL) -0.17 9-15 x803 240 M@0 24•V190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ved(1L) -0.49 &15 .285 ISO BC_LL 0.0 ' Rep Stress In- YES WB 0.30 HOrz(TL) 0.08 6 Na We BCDL 10.0 Code FSC2014RPI200) WIN Wal 13316 'T=20% LUMBER- BRACMG TOP CHORD 2x4 SP No.2 TOP CHORD ShucNrel woad sheathing dretlyapthelor 3-9-1 Oc pu101In. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0oc spacing. WEBS 2x4 SP NO.2 REACTIONS. (Ibl.ite) 4988RAacbanlcel,2=103(0-5-8.8 381650 Max HOU,2=201(LC 11) Max Uplift 6=-383(L012),2=445(LC 12),0-62(LC 12) Max Gray B=988(LC I L 2=10W(LC 1),8=368(LC 17) FORCES, (b)-Max Compfi a Ten.-Mforces 250(1b)dlessaxceptellen shown. TOP CHORD 2-3=14531826,3-0=1245821,45=13M 73,S6=1SBOBT7 BOTGHORD 2-9-4711123,89=-21&850,78 21885,8-0--98811343 WEBS 44=-2251620.54=-3831307.4-&-16&901,3-b303r307 NOTES 1)Unbalanced moi Iles loaf have bean considered for this design. 2)Wind ASCE 7-10;Vu11=130mph(3secondgust)Vasd=101mph;TCDL=4.2p.1;BCDL=3.0psf;he25X;B"5f1; -28B;eeve7lX;Cat. Il;Exp C;Encl.,GCp1=0.18;IMV FRS(directions)and C Erdeaor(2)-18-13 to 13$Inleaor(1)1-83 to 14-)8,EMedor(2)14-7-8 to 17-7-8 mm;canlllever 10 and right exposed;erns veNcal left and right expoW C-C for members and forces S MFRS for reaopons shmal Lumber 00Lr1.S0 pans grip DOL=1.60 3)The truss has been designed for a 10.0 psf Witmn chord We load twnr ncurtent Win airy other live loads. 4)-This buss has been designed for a Iive load of 20.OMf on the Whom chord In Of areas where a rectangle 35 0 tall by 2-0 We W11 lit between Ne bo0m chord antl any other members,vnlh BCDL=100ad. 5)Refer to girder(.)for teas to those conned... 6)Provide meduntcall colmecllon(by others)of tmss to bearing plate Canada of WllhstaMllg 10016 uplM at)dnt(s)8 except al-lb) 6=383,2=445 �WABNWeVvlN 4eepnpnrmnn.rtlaEAe MOTE9 PV 11X5RNO pCLYOEY M'IEx aEfEa4HCEVA6EYelO]nr.IOAYMfbaEPoPEYSE CeLgl vtlld lw u�WY'MMI MIaFJuwleclas.Ifw WtlVI k MtciaJYUWn W��elen Yawn.uv.1 kla an IMNKU:H CUMIIg mnW�ani,rot Ino MMm.4lae ue.Ine bNtLp daWrel..4,Mo OP ions",al dien,1 ^ 1-..�IX-`anYlm'/xfxaa9 na'arapn Pb Me e':n" � e pnJlp�Lpll. eanCq MICpl�kbweveni WCNCV OIaMIAq lnmwebatllw cfMamanaaiaYy Addm2evM.m and WmvnM ire kthmareourot.."..Nwe 'Po .opee Min Wella Waxxx Ca4Vu✓Jwwea ...icrpenad Pklr>aa lapuOg Ta Ma Peb F®IeNE. mlcmwn Wawa aNMes aeceon and bndnpollnoe[aM mmmmm..aaAxauml ausN Clx.de,oM-evmaaeRuageampw.N r.aa..a silo ay.Iy IlygotlAA-1 dwlttle ban I�Rule MMnle.219 N.lee Shaei.SIN 312.Nem Yma V P?2t11. Job Trus Truss Type Ory P07 Melba problems nome56 J16oe15 Gail Hip Girder 1 1 b Ref Magirg Housing Suppose. Jarm"lle.FL amus Mr 20 wit mu ek Industrlea,Inc. Fn Jen0812.59.11201] Papat ID:]I2pvw x0107UikKgHGkLIyC4_e ObpbCSr¢CCOXspKBHOW(ge7DIERmEXhLIr2Y3¢ -1-&0 500 P1L0 12910 1H0 600 2-118 S00 Scaly.VT=1' 40= sta l 8,41 NAILED 3 14 4 6W 12 e 6 2 l� ] 15 6 NAILED 1.5x4 II 3x4- y4- Speaks, speck, 34 500 F114 12-11A 50.0 2119 Sd0 Plate Offset IXY>- 194540-2- I LOADING ha) SPACING- 2-0-0 CSI. DEFL In gm) bloI Ld PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.24 VaRtL) -0.03 6-7 >999 240 MT20 24G190 TCDL 7.0 Lxnber DOL 125 BC 0.34 Ved(TL) -0.03 57 >999 tan BCLL 0.0 ' Rep SVess Econ NO WS 0.07 Hoal 0.02 5 We We BCDL 10.0 Code FBC2014/rPQ00] Matdx-MSH WegM:55It, FT=20% LUMBER- BRACII TOP CHORD 2x4 SP Not TOP CHORD Structure wool sheathing directly applledor 5014 a pu0lre. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly anpfied or 1000 ao bmog. WEBS 2x6 SP No.2 REACTIONS. gbhi2m) S,M7M36,2-A351038 Mar Hors 2=70(LC 24) Mss Uplift 5=MILD 8),2-3Tn(LG 8) FORCES. gb)-fees.Comp.R Tan.-All foraes250 Qb)orleser except oftf,m hove, TOP CHORD 2-3=12091454,3-0=1 01814 48,45-121W4 BOT CHORD 2-7=33911042,Ill 058,SB=34211033 WEBS 3]=61304.49=91307 NOTES 1)Unbeflanced mol live loads have been considered for Mia design. 2)Who:ASCE 7-10;VLLt=130al(3-smcdM gust)Val 01 mph;TCDI .2paf;BCDL-3.ops1;h=25X;By t;L=2411;seve=4n;Cat. ll;Elm G;Eno,GCq�.t B;MFRS(directional);cantilever left and right a poeed;did virtual len and fight exposed;Weber OOL=1.60 plate grp DOL=1.60 3)Provide adequate drainage M prevent wafter panolg. 4)This M65 has been rerigrceC for a 100 pe bonds word We load nOncondurent asm any other live loads. 5)-This tees has been claimed bor a live load of 20.0psf on the bonds chord In el areae wfimre a rectangle 39-0 tet by 2-00 WW will fit bowmen the bosom chord and any other members. 6)Provide mechanlW connection(by others)of leer to bmarng plate capable of Mtreanding 2791E Uplift at font 5 and 37]Ib uplift at pint 2. ])'NAILED'MNceles 31 W(0.148'x3')or 3-12d(014613.25')toonals.For mom details refer to kill ST-TOENAIL Detel. 8)Halgtt(s)or other connection deNce(s)shell W provided sufficient to support concentrated cents)124 lb toxo ant 180 M up at 5 ,and 12416 doom and 18010 up at 7-1 f 9 on top chard,and 2191E down and 541E up at 5-0-0,and 2191E dean ad 541E up at7-107 on bonen chord. Theo lgNs tionatsuchconnedlondavice(s)istheresponsibilityoothers. 9)In Me LOAD CASE(S)sedbn,loacs applied to the face of Me less are notal as front(F)or back(B). LOAD CASE(S) Standard t)Dead a Roof Uve(balanced):Weber Increase=125,Plate Increase=1.25 Unicorn Load.(pit) Vert:1-T-54,3A=54,15-54,8-11=20 Concentrated!Loatls(Ib) Ver[a-73(B)4=43(8)7=-141(8)fill 41(8),4=-56(8)15=38(8) Q WIaWdWVNy oei,s em.rarvrMNEAa NOIEE OH TRIS ANO NCLYOEOINEx REFEa1NCE PAOE us".nv r0aul Ml ... m wane, onyrnm rreeao� r wis me.ksae��abaee w,w+>nw��elaa.mrn.w,nu,�o-elea.x eaa��mw .�e,.ran telae.aelole r..+,me IwYdlq aorkn,iota vertu Ilwm+eaa,lyolaem®a w.emereaam wol>omMw.are rcw. amrolre wenn, ring dation. aack9kderneealo waves,lwckLg art wlrYs weoaalnovdmamben orvr.waaoan Hllwuwaaoamk.wannw.e �(. knwgaleyled ld slaMllya'd to peva4cWcxm wMrlxlade�nrxxl YV.Y andwapeMdvnnx' ragxreln pYtWrce lepadq X'e 4pp4 Pe4a EM BNtl. MxLVIlbn slatge.tlNNelY.meclbn ant Matllg ollnbwendlr�syslemcxseANV/MI OYlyCl6wk.OSee9YN 6efI6Wlnp C4lrymenl Tenpe.FL A'bla yely pyyrlypgl w:Mle ppnamflole lMlMe.Ile N.lee SheeI.5J1e.I12 NexatlY VA22d14. • Job Tress Those Type city Pty Melba Residence T101TI857 J180815 G02 HIPGIRDER 1 1 ob be. _ Manning Bullring Supplies, Jtwoonall.,FL ID:zRpvw QjO7U1kKg9GkuyC4za-MNZ Rob Ol LgM78DNiIdaA 2TBRUHRW$z 1"-V2-10.12 53-0 784 1,412 12-1114 I.an 2-1612 2dd 258 2-4J 21,12 4x7= Sub:104' YS= THIS TRUSS IS NOT SYMMETRIC. 4 5 PROPER ORIENTATION IS ESSENTIAL. BGe f2 as �� 8 3 2I$ if 10 17 0 18 8 t0 1Sdohr N1811 = L411 a IRltt6 g®- 3s10 11 Hllkb z-1a1z s30 ]&0 W 12 12fl.9 21x12 2nd 248 2dJ 29x12 Plat OBse[s(XYI Id Odd02011 '0230-241 D'09W Atll p'OO-12 U31190d-0O1- 21 COMING(pen SPACING 1-0-0 CSI. DEFL In (las) Vose Ud PLATES GRIP TCU 20.0 Plate Gdp DOL 1.25 TC 0.]0 Vel(LL) -0.OB 9 >B99 240 LR20 244!190 TCDL ].0 Lauber DOL 1.25 BC 0.8] Ved(TL) -0.1] 9 >916 180 Nff20HS 1. ]N49 BOLL 0.0 Rep Shess lnCr NO WE; 037 Horz(TL) 0.05 7 Na Ne BCDL 10.0 Code FBG201MP1200] MatdxrKISH WNgM:AIb R=20% LUMBER- BRACING TOPCHORD 2WSPNo.2 TOP CHORD S6udurel wood sheathing drecey appfetl or 2-0-10m pudrw. 6OTCH0RD 2a6SPNo.1D BOT CHORD Rigid calling dat applied or Er"00 bracing. WEBS 2x4 SP No.2 WEDGE Right 2x4 SP No.2 REACTIONS. "i2e) 2=1489/033,7d 3-8 Max Hou 2A0(LC 24) Max Up1M 2_58NI-C 8),7=I I W(LC BI FORCES. (lb)-Max Comp.Ralax.Ten. AAfomaa250(IC)ormwemwtahwshown. TOPCHORD 2-3=29T IW.3-4-339tL11%,63-3431/1298,56=3]51/1405,6-]=-50]8/1894 BOTCHORD 2-11=9162645,ID91=-9462695,&1R-1001/2]¢5,84--16114456),]3-1685/458] WEBS 4-00=-20fl�5W,49-_391998.5-9=-5961619,64-1909/544,8 -421/1154 NCTES- 1)Urbalerwed hoof live loads have been mreidered for this design. 2)Wlnd:ASCE]-10;VUIt=lWmph(3 smand groan Vw1=101mph;TCDL-A.2pap BOD--3.0paL Ic2511;BASIL --2411;eavaAft;Cal. Il;Exp C;Er .,GQA10.18;MFRS(dreptiorw);.1111vw lee and ngM exposed;pool Vertical left and right exposed;Lauber DOL=1.80 plate grip DOL=1.50 3)Provide adequate drainage to prevent abler ponding. 4)NI plates are MT20 Plates unless otheralse IMicesed. 5)This Truss has been designed fore 10.0 pat bo0om chord INe load nonconeunent sash any other live beds. 6)•This truss has been designed for a five bad of 20P W on the bollom chard in all was alone a rectargle 3401a11 by 2-0-C sale Will fn between the bottern.Mrd and any other member. 7)PmNtle mechanical connedlon(Dy offers)of truss to bowing Plate capable of"Notanding 58511,uplift at ford 2 and 1133 lb uplift et)dnt]. 8)Use Simpson Strong Te HTU26(20.104 Girder,11-1next 12 Truss,Single Ply Ginner)or equivalent spaced at 2-0-0 M max, staling at 6E4 from the lett end to 11-10-1210 connect tussles)to Most lace of bottom chord. 9)Fill all nall new elm.hanger le In area Wth lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the Was are noted as frons(F)or back(B). LOAD CASE(S) Standanl 1)Dead s Roof[Not t(balanced):Lumber Increase=1.25,Pim.Increase=1.25 Uniform Loads(pin Ven:1-4=S7,4-5=27,&7=.27,2 14=10 Concentrated Loads(Ib) Vert:B=-976(F)1]=-10]8(F)18-W6(F)19=-9]6(F) QWAMIWa.Vxlry ONpnpxxnxm-a..Nams aN iMR AMUYIeLVOEa MrER aEFERANCE 1<ma WAAne mosso nE6EFPRE USE nWpronmdY4 wAm Mnek&sniaa:ro2 RbnaJpn t•_ ua1'uppnpnanaten Yrown.aryl btu miMNWY dIYaxrylcm,Fuien6 ml °aaBerra a».np aN[ap daaaxr mai.-anN maamu0aalw�rdaxar paaaereauJ wroanv bww��e mndasar nto�o.xa1 bgaamumgr rxacaxnmdbPrae Oro we.anr wawv,samara m�ewabPw/eraard mamSeNauv.,walwrW N,mwravaa Parana,!aPxre 6 aadp aerobe x Nv1yadlP VevenicW4 Mm%Na+IaM.ax9 ta.VTlwaprlYdamNa_ ru 9arwrtl eLLAcefeEaareM eeaft.F-,.r gyL`UM,pptge.EpNgy.ereclMn mlMwirg olliUae[admWfV[isms seeaNel/IPIr OUNy CMMq,D39M and eCL Na3gempmN n rL.10 ear raoimaxr Poame Sae u�Rda mmm4e.zren.tea meat.vraalz,aaa�oa.vnzz3la. re.. 'Job husa Trim Type GN Ply MclbaRead— TIOIii050 ,J160615 Jan Jack-0pen i 1 b R i Hour. a.., Manning wrong yuppies, jamoIMIIe,FL B.OtOa Pyr 202J16 MiTek lntisme5,lllC. 1nJ—mlz.wlj2uI1 rages ID:ZZ2" wgOiUikKgBGkUyOt a-N_x oD eF UX071M7RWklS RBirASpj43py LBp� lee 53B 53B BOIe1:19.3 3 &W 12 Y � e 2 a zw= sae s3a Pale Offsets DLn iroaa o-e4l LOADING gag SPACING- 2-00 CSI. DEFL. In (hoc) Mall IM PUTES GRIP TCLL 20.0 Rate Grtp DOL 1.25 TC 0.38 Ven(m) 0.05 4-T ogg9 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC a;g; VergTL) -0.0B 47 >7,t2 180 BCLL 0.0 ' flap Stress Incr VES WB 0.00 Horz(TL) 000 3 we IVa BCDL 10.0 Code FBG2014qTP12007 Matrix-MSH Weight 20 go Ff=2096 LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOPCHORD Slluclurel wood treating pretty applied or 538w p00lns. BOTCHORD 2x4 SP No.2 BOTCHORD Rgid yelling cltedly applied or 10-0,0 M bracing. REACTCNS. passim) 3=11&Mechanical,2=301/658,C�Q'MerheNcal Max Hoa T16RI.0 12) Max Uplift 3_=-fQ LC 12),2=1A(LC 12) Mar Gmv 3=118(LC 1),2=302(LC 1),0.- (LC 3) FORCE& Qb)-Max.Comp.Max.Ten. Allforcm250(Ib)orlessexceptw nshown. NOTES 1)Wind:ASCE 7-10 Vdt=130mph(3-sewn gust)Vaso-101 mph TCDL-4.2psf;BCD1r3.0psb h=2511;B- 5ft;t34f;gave=,tn;Cat. II;Exp C;End.,GCH::D.18;MFRS(OftwtionaQ and CC Exleaor(2)-141-13 to 133.IMerior(1)1-8-3 to 52-12 mne;cantilever left arel Hot somosad;end vertical left an right exposed:C-C fair members and forces&MFRS for reactions,alpvm;LumOer DOL=1.60 plate grip DOL=1.80 2)This data ties been designed for a 10.0 psi W.cMn Hot load wnoonc reant stop airy other I'we leads. 3)-TMs truss bas beendesigned for aINe load of 200pH on Me botlam chord in all areas where a retangle"6 tell by 2-0-0Wde MII lit between the bottom cMrd and any other members. 4)Rater to grder(s)for Hates to cess wnnectlons. 5)PmAW mechanical Conn otion(by others)of rose to bearing plate capable of wiMaaMing 0216 uplift at forte and 151 M uplift at pint 2. �waaewa vmryeme v=•I°ro•^daeaoxoTesox reseaeo alCLOD'E0 r—xaevealxca va6a RNilnm.l eorse[roae use. p yx'vGkl ld va aJv�ln Ieksmnreaoa lib 5sorba[ea oNvcl✓m Whmreln[Ywam.mJlnoimAlIWMVNGM9eq comrxnom.ml Ilmmlan ealde iisnaolnl'gIp tlNlpr.' matt veelylreµpi dJ1Nol Onyx rtxvdnelenaW nWedr HyoOgme MEW lulu Ireovnm lrlargdaean. amJhe E[a' leaam wm�+hleuoue.gornweinlmavreodaderola melhmn.mv.enauola tamt>°hw�acempwm nrmre Eamon Wort lnAmirymtllo wevenlwX4�e wnnpaMa namlol nluyavfwMxdr�anW fw�I�ad PkWhce leaal0q n'e yw Yeo FrIaM1. (Ryk:alkn aldale.tltlNmy aoclkndtlboyq of lnRximtlaimryGemv.we 14.NeMLAEIIwMl3 VAOW1 IM ai0wA.0Ad9aM CLkhia]nYCMryFxnl Tenq.FL a%10 ayeNyapmoken oVddMe kom ins[Rasa IVXADe.R19 N.lee Saeel,elle 3R131. Jos Trtve Thal OPI, Ply MNba Reaidenam T181))959 J1ills, J02 Comer Jack 2 1 JO6 Relxerce o tloMl Memrq Buildirq BUDPlies, Jaymmilre,FL 9.ofoe Apr 202016MITeklnduamealrc. Fri Jan -go I IO:zZ2pvw_wOjO)lkkKgBOWyC4'a"N' Ltlmo0kEeF6zUX0]1M]Rvy11T4v9R&rASpjzy3py No 660 180 —� 500 3[ele•1:1111a 3 6.00 12 d � a 2 4 Sod soa Prete on DLVF- Iraa4 o-oal LOADING(psi) SPACING 200CSI. DEFL. In goc) AllW PLATES GRIP TCLL 20.0 Plate Grp DOL 125 TC 0.35 VwI 0.00 47 >9992,10 WIN) 24G190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ver(rq -0.0 4-7 >092 190 BCU_ 0.0 ' Rep Stress Ina VES W B 01 HodI 0.00 3 Na We BCDL 10.0 Code FBCDR411PI2007 Mew-MSH Weight 191p FT=20% LUMBER- BRIICNG TOPCHORD BN SP No.2 TOP CHORD Slmduml woad showing dredlyappliel or 5-Oo ad Aurins. BOTCHORD 204 SP No.2 BOTCHORD Rigid might,drecfly aWIIW or 10.0-0 oc bracing. REACTIONS. iftedle) 3=11NMxhanirel,2�93N5E,a=S6rMechaniwl Mar Ho.2=155(LC 12) Mex Uplift 3=-)6112),2=153(!_C 12) Mex G.3=110(LC 1),2=293(LC 1),,pdf C3) FORCES. (Ib)-May Comp Mex Ten.-All forces 250(ID)a less exrapt other shown. NOTES 1)Wind:ASCE 7-10;Vult-lWmph(3-second gust)Vasd=101mph;TCDL".2paC BCDL=3.Opsf;h=251t;B--IM I-24ft;save7lr;Cat. II;Eqo C;End.,GCp1�0.18;MFRS(directional)and(>C ElderI-1813 to 1-3-3.Idador(1)1-33 to 411-4 bone;Pantllever lett and right exposed;end wi icel left end right Oxpm ed;C-C for mambars and forces S MFRS for mac5ores shown;Lumber DOL=1.80 plate grp DOL=1.60 2)This trs r has been designed for a 10.o psi barren Groh Iwo load nonooncunent with any other live loads. 3)'This Was has been designed for a Ilve load of 20.0dsf on the bosom chow in all areas where a rectangle"0 tall by 2-0O wide Will 6t between the bosom choN and any other members. 4)Rater to quier(s)for Was to lmss connections. 5)PrevMe mechanical mrmediun(by others)of truss to bearing plate capable of wlrlstardlrq 76 In uplift at joint 3 and 153 a1 uplift at )old 2. �� npxwMwr4MNFId NOTE CE VP EF nyyn Wpro uadYY Mm MneMbcmiae'Auv r6a II L ' eimsMwa aalwaue tmdimvdesgrermrnt� r 1 ss, I bl.�d a .ataN�, t , " ,.` ro ..,,..ire ...1..' MiTek' atlwayrO]Med den"aly adlo Reve brown,ca Ittl rr awfta rvayrHn 6904 Pore EW BMtl rmnodan.laaee awNea eraana,aid a«aid ort rt �vrrerr exxsumn awNcm.m osaaeaoe ecslwnlr.Pcorrdor.., )aev,.vt 3xlo sorry rHerewx�wame rani 1rw Hale mmnne ora N t e sneer arlw ali ae.arala vnnsla Jab Tem TORETYPE OIY pry Melba Residence T1olnfibo J160645 J03 Coma Jack 2 1 Job Referelure(Oplionall Mamirg BulltlilgSWglea, Jaksomllle,FL B.O, kApr20K0 a-TUkg6pNXa J72. gYJm FRNa6a4201] Azy3p Ipartial O:r22pvx_w010]INkN98GkLIyC4 e-rAUk98pN%n161]2ryaYMeSBFRggeTOLWM'lLAry3px 1-0-0 360 660 ~ 3U0 Sub=1'.13.7 3 a.OD FIT B a 2 e 2W- 3-00 60e Plat Ogsaf (ILVI- 129-0-0OA41 LOADING(pall SPACING 2-0-0 C81. DEFL In (Loc) VdeS t/tl PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.25 Ved(LL) -0.00 4-] >969 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC aGO Ved(R) -0.01 4] >S99 1 S BCLL DO ' Rep Slra RE mcr YES WB 0.00 H rz(TL) D.00 3 We we BCDL 10.0 CODE FW2014iTPI20W W x-MSH We1gnt:1216 FT=20% Will BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-0-0oc pudlm. BOTCHORD 2114 SP NO.2 BOTCHORD Rigid ceillrg drecaly epplle0 or 1(Y60 Of,oneong. REACTIONS. OnOiza, 22301o5$4-2S dlmnical Max Hoa 2=114(LC 12) Max Uplift 3=-33(LC 12),2=-150(LC 12) Max G.3-57ILC 17I,2=230(LC 1),4-B(LC 3) FORCES. (lb)-Max.Comp.INte%.Ten. All tomes 250(In)or Ins except an.snows. NOTES 1)Wh10:ASCE 7-10;Vult=130mph(3-second gust)Va50=101mph;TCDL=4.2psf;BGD".OMf,R2511;BASO;L-24f1;mve-If;Cat. If;Exp C;End.,GCpi=0.1 B;MFRS(directional)and C Extedor(2)-1813 to 133,ImOvidl)1-33 to 2-114 Zone;cantilever left anti rlOn Reposed;End vediml left are dgM eglmed;C-C lar members and forces&MFRS fa of.shown;Lumber DOL=160 plate gdp DOL=1.6O 2)TMs truss has Dean designed for a 10 0 par nation choral live bed nonconcurrem moth aft,other live loads. 3)-TMs trim has been designetl for a live load of 20.Opsf on the bottom choN in all arae Meet a rectangle 3 6-0 tell by 2-04)Wde Wil Or between Ne MO.clerd anti o,other mambere. 4)Refer to ginder(s)for Russ to tr ss canrlecflons. 5)Provide mechanical temectlpn(by otiere)of truss to meng plate capable of Wbntanding 3316 Lq R at loll3 am 150 lb uplift at ]Not 2. QWMXxp-YRrrlyCupn--rmv mE READ MOOED PY T.ARO MCLUOEO MrtER REF OOE PdOEMtrJ1AnY.I—'A a EM RE YEE. nfaM,WMIq Uw atlY".Mlbk>conwakxc n6 C .k L io.'Win rniomelrvs Swwn.malhlwm YplWA.v I.A.q-1-1,.ml aio Themere'Om 1m.IM oou q `Rn--1-Ar,."'atiltYolrpYPlpamrelersmllxMnllYk f^>•aM llhtleq>t lnlo lM owrzM1 I>amDda4 �� ®«n9xawbdalo wR wwoxam olx,u.Mmn�wob re.uo,uo,dmamneaawv.addlla,n bmporw a,d Pelman.alaoSVJ MiTek' adwaysrepJl�M1xik8llhaM lopavenl cdlq,ee Wlhp-.aWe Fawwl YeuyaNgopaMdreR P.rd Be�w�d alada�ce�eW�OxxIM ,MeE 61BM IMk:alkva Stases.C9uery.aeCIM aN h«tq o!Inm96�Td bm sMenK uMXL/MI GUMr/CIRMb.aM<e aM BC91 Mibp Cpnpmxll SyMyyapmWpn Ova7dMe Iron ln6 Rale kerMe,RIB N.lee S0ae1.9lle]IR.PleYavAh VPZI}II, a,rya ` Job Tve Trous Type CM Ply Melba Residelce ndma5l J180&5 JM Gamer Jack 2 1 Job 20lSlJlT o rorel Mannirlp Buil0lrg Supplies, JeladMlle,FL 0.010aft(3418MiTiSgUGries.lro. Fn Ja00a 1258:15201] Parfet 31 ID:]Z2pvw_wl]j0]UiKKgBGMLtyG4_aJM261SgUGruzLHEwW%3gCaiKhBVNwxU991Y1¢y3pw tA0 114 ' 1H0 t80 Sole-10] 3 BW t2 8 2 6b t 26= 140 AO PlatioOmeemi 12'0112 Q1-01 LOADING(psi) Willi 240 CSI. OEFL In (lac) Vag IM PLATES GRIP Tea 20.0 Fete GOP DOL 125 TG 0.25 Vert(11) 0.00 ] >11911 240 MT20 244/180 TCDL ].0 Lumber DOL 125 BG 0.013 Vert(TL) 0.00 ] >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Houg-) 0.00 4 we we RCDL 10.0 Cala FB=le,`TPl2007 Math-MSH Weight:6lb 1=2. LUMBER- BRAOING- TOPCHORD 2xd SP No.2 TOPCHORD Structural Wood sheathing Ureory applied or 1-0O oc purlins. BOTCHORD 2,4 SP N0.2 BOT CHORD Figitl call,dad,"inheritor 1040 a b2dng. REACTIONS. (Hriaize) 3=-1dRAechenlcel,2=212/0-5E,6-31Mkwllanlcal Mex Hoa p=]4(LC 12) Mex Uplift 3=-14(LC 1),2=202(10 12),4r=-31(LC 1) Max Oreo 3=30(LC 12),2=212(LC 1),4 W(LC 12) FORCES. Qb)-Max.Comp.NA Ten.-All fords 250 Qb)or leas exrepl~shown. NOTES, 1)Wind ASCE]-ttr Vult=130mph(3-second gust)Vasd=101 mph;TCDL .2ge1;BCOL=3,Opsl:Was;B�Sh;L=24ft;eave=44ft;Cat. II;Elm C;End.,GCpi-0.18;MFRS(dlrectorel)and CC ENedar(2)zone;canNW.ar left and right elmosed:and Wadlcal left and dghtexposeO;CCformembersa forces&r9NFR$forre .nsshown;LumberDOL=1BOplategrip DOL=1.80 2)The INss hes been designed fora 100 pW tramem cho i INe load nonc0rlarranl wrh alryoNer INe loads. 3)'Pea buss has been deWgned for a live load of 20.0psf on the bottom MON in all areas iffier¢a neverngle 3-6-0 for by 2-O-0wNe LWII 1Il transition me Norman clurd and any Omer members. 4)Reter IO glNer(e)for Ima6 t0 tN9a connealla5. 5)ProNtla meMenical conneoron(by miters)of Imse to bearing date capable of Wlihslanding 14 In nam at jcmt 3,202 In uplift at pint 2 fund 31 Ib uplift at 101n14. QW4MIWa.ywlfy4wlpnpvul�Y,C af4a NOTEa QV 1MB4XO M'CLWEaWrExflefEaIMCE PA6E 4R)4]arer.IWYM I56EF0aEYaE n WpIa�d4yeMr MIekW —REAptN0TE Ygra NaarmlLWED EKnEFE.:v,EorvJflu,17IMMaNpIWMIry1ORE"V wagrea�r�earomarrnean°rorremixle*.y or L,uuinn%o arar orwmWro a �yieaiamnoe'e""e«�a�Wi o--cere bewaa regded WSPtYIIYmtlbFavwacdlq�a wllhnoY4e PaWea Yery arq M4erlYNnWe, lu�9e'artAPbmce re9ue9M1,e MITek' mrmmn.nornPa.aem-erv.Waoaona,dlxo-mam mm�malnffimlan..raawu]ml OuyN tm«a,bseae eraaeN erW4WPCMaPwwr0 p.n.a.w eN4. }deM INpmallm aadRxe M1an Iut Rule MtAOe.R16 N Lee Areat.9xle]IR,NeeaMiM.VPR431 J. Teirye FL 3N10 Job Tru. Truss Type Gy Ply Melba Resicance ndlneB J180815 J05 Jack Open 1 1 JOBRefer10n o Orel MMWrg BdMitg Suppose. Je6sornille,FL B.hkKq GJLNC4 a Mi261 gUGa ,Bic. Fn Jen 0612:66:(52017 Paget ID:zZ2peR_xOjO]VikKgBGXLIyC4_a JM28a SgUGrvLLHdwWX3gCs?HUr71NwxU9MYlcry3pw Sd 6 S36 6Wa=1:1]7 2 6.W 12 B of 1 3 95- 536 53 a LOADING(DR) SPACING 280 M. DER. In (lot) VtleB IM PLATES GRIP TOLL 20.0 Plate Cup DOL 1.25 TC 0.41 Ved(uu) OA6 " .999 240 URI 244/190 TCDL 7.0 Lumber DOL 125 BC 0.32 Verl(R) -0.10 38 :.645 160 BULL 0.0 ' Rap Stress Ina YES WB 0.00 Horz(TL) 0.00 1 We We BCDL 10.0 Coce FBC2014fTPI2007 Metnix-MSH WegM:17 It FT=20% LUMBER, BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Shra,mal wood mashing tlrso,ly applied or 5-38 ofpfine. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid telling dredy applied or 1P0-0 o[bmdug. REACTIONS. (Ib/size) 1=19385-8,2=125MMchankal,3-0&Medlenical Max Horz 1=107(LC 12) Mm Ul IW 1=i2(LC 12),2=A1(LO 12),3=6(LC 12) Mex Grey 1=193(LC 1),2 125(LC 1),3 95(LC 3) FORCES. (Ib)-Max.Ccmp.iNkN.Ten. Allfort.250(Ib)orteessomeptanonshove, NOTES 1)WhM:ASCE 7-1a;VUIt=130mph(3-.pond gust)VaW-101mph;TCDU4.21.1;BCDL=3.Opaf;h=2511;B-55ft;b24ft;eave=4Q Cat. II;by C;End.,GCPI=0.18;MFRS(drectional)ars!C-C Emalor(2)PDO to 3-0 ,Inle0a(1)FFPO to 52-12 mole;caohileaer Ido said right exposed;and yerllcel lett aho right exposed"for members and brcres B MFRS for reactions shown;Lumber DOV1.80 plate grip DOL-1.60 2)TMs irks has been dedgned fora 10.0 Pat bonan chord IN.load mrwonwrrmt Win arlyothor live bads. 3)'This truss has been dadgnsdfor a flus load of20.0ps1 on the Worn dlord in all some,wfiehs a rectangle 3fi half by 2-0-0Mde *it fit beMeen the bottom chord and any other members. 4)Refer to glyder(s)for truss to hues connections. 5)Provide mechanical connedlon(by others)of truss to burning plate capable of wfthotandng 42 lb uplift at joint 1,91 It,uplift W joint 2 and e N uplift at joint 3. tl WdI1NN0 VMIy4NanPmiarwamp RERa NOTEa O.y 1W4 ARO M'CLUMa MTER REFERFaCe Pe.N14A m.IOC " IEWRE VSE L4Wln vdkl to uce oNY'Mb MIUVOI emxuclws.lN5 tl tunib LviStl.",Womdm Srow,aM Glamxx]INil I,btleNy mnwrenl,ml Inm mlem nese-no IM IXWIq Oetlam mm.1.1oftl.1.l .resm�PWexYFoolPaole Xtrleµ,n' Inb ryn oVgon ware dress. aar5glmkmaeampla�ant dx:Mty o15MNMl1llmwe5 stela olold mamwnom.Pnallaw lempxay ayl PaaRa�amaaure F14=' ..1" ansxseenba.ba. tYlAerv.el I—m]da[>pot MlSt+souf 111m M�Rsit. X51INIOWMCtlIwC.UAd9Oq BCHWNv6CwnpanxX aN4.9yNyNamatlanwa?Av M1dn Illm PalehtlMe.RIB N.Lae Aleel.9/la SIR. 0 Job Truss Trues Type Ory Ply Melba R.dme T1017)883 1,1111, JOB Jock-Open Girder 1 1 Job R 1 r mel Mmnirg Builtllnp 6upplies. JelsorMlla,FL 6.o10e Apr2029tBMlleof6l Wq 63FMdMTEK La OpvregaI ID7Z2pvw_r.Gj0]Uikl(gBGMLlytn_a-KCUFor6190grAC63F63k3XWTEK68Lea0pP602ry3pv 2-91 538 29d 286 SWe-1ai] 3 BO3 12 3A G 2 4f W S 1 5 4 w� 1.5x8 I Hi1126 3M_ a4- z34 1 sae z-ea zs4 L0ADNIG(pal) SPACING 2+ CSL DEF- In goc) ni IM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Van(LL) -0.02 SB a999 240 M]20 2W 90 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ven(TL) -0.04 SB x999 180 BCLL 0.0 ' Rap Stress Ina NO WE 0.17 Ibrz(TL) 0.01 4 Ne Na Bi 10.0 Code FBC2014]]PI200] MBMx-MSH Weigle 221b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD ShosAumt ymod sheatllilg directly applied or 538 m puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid carling dint applied or 9-7-14 m brooll WEBS 2x4 SP No.2 REACTIONS. (Ib/slzo) 1=541Ah58,3�MNedmnlc81,4�250Aechenlcal Wei 1=107(LCB) Mas,Uplift 1 176BUG 8),31 4=-2431 IS FORCES. (lb)-Max.Comp.IMax.Tart-All fofcves250(b)orles,ex Aahenshoxn. TOP CHORD 1.2=b93288 BOTCHORD 16=-3321M8,58=332IM8 WEBS 2-5=935994,28—258/]42 NOTES 1)Wif ASCE 7-10;VJi SDIrph(3 Nkvpv tl gust)Ves0=101 mph;TCDIr4 21ef;BCDL=3.0psp R25f1;B=i--i eave=4R Cat. II;Exp C;End.,GCpIS.18,MFRS(dirsdlunaq;oa ddever aft end right eNnosed;and vef4cel felt and hgnt repor Q Lumber D01r1 Bo plate gnp DDL=1.80 2)This talks hes been designed for a 100 psf Wfta,chord live bad mncnncurreM Wth any other live loads. 3)'This truss hes been designed for a live lied of 20.005t On the bomam chord In all areas yAlere a reclagle 38-0 tall by 2-Bug wide Wil fit betxe rn the bollen dard and airy other members. 4)Refer to hpart.)for trues to traps mnneorma. 5)Refer to Bimini for hues to trltts conr'actions. B)Provide mechanical commotion(by others)of muse to beading plate capable of Withstanding 1M ID uplift M joint t,44 lb upllA at Joni 3 and 2431b UMIR at loin(4. 7)Use Simpson Stmng-Tie HTUM(10-100 Closer,14100x1 19 Truss,Single Ply Girtlen or e0ulvalent spaced at 2-0-000 max. slarAag at 2-0-12 from the left and to 40.12 to connect musa(er)to back lace of bottom dood. 8)AN all nail holes where hanger is In mMect yAb lumber. 9)In the LOAD CASE(6)sedlon,loads applied to the lace of the Iruek are now as front(F)or back(B). LOAD CASE(S) Standard 1)Dead.Roof Lava(balamed):Lumber porasp a=1.25,Plate Increase=1.25 Uniform Loads(pill Vert:1-3=54.4-7::1 COncemratel Loads(to) Ven:10=419(B)11—41 SIR) NeRA. �VMly 4BeJwm pvemv4iv ad RFAO Ame ON iI0S Atha MOLYOEe MI1El[aEFEa ...a—IPsm.IORV[OIbaFNaEYEE M9P adp Iw u»MY`uMn MIIaM9comiecbn.IN30oskx�etw¢tlonlY WTgcvwrvrlersexmn.m�d Is lwm M1MdsY WYrSIp wn(»Irenl.awl IfuaryNem kelge�.IMPaR9IXs¢cl must vclryll¢tpYlnRilh olJslanpsmnlenW gnlYklcaB�xoM 11'8 ae6a�InW lM ove�al Waginass aaeb9xx4.aledhlo peVOnlhcNepoa Mx:Nputlb6web m]/acMfOmenllenoNVMdllw✓J IamWT'ab Omnlmanl0f Ltl kdwVi .nM 3YtYh aMbWevenlmMn,of was aslwlwl h1w �P�hdfly fD"odso. fepafdq Ns kd k 3ldgre.tl 8aefy axclkn0dtl provision,dlnmsaVM M6sWemi'aYxN31/rPI1 QIdlh nlleaC.p9Ed9aM BCA YA.IIP<pgmenr Veb EMBM kdary y,IpmpEYn wytlMe 6om loan Rale InPMe.RIB N.lee STest 911e JIR.Pk+vatlM VAYLl11, targe.FL 9b10 Job Trlse Trus Typs Ob Ply Melba Raridews T1017]BBt YJ160645 J07 JackOpen 2 1 1 Joan Re bore Manning wroang buppliss, Mountains.FL 6.010safr Wt;Bmue......usales,lnc, anw leoe.umllF r.ye1 ID,Z2pvw_RQjO]UIkKgBGkL1yC4_e Fl"66rkoS0M ldy6lHH4gveselgR 8(VVWPu 1 60 1-60 1-60 Sole=1'.1OA 6 i 9 6.W 12 ry 2 �f d 1 zrt- 13b w PII onaeN txn rro-l-lzo- oI LOADING(peB SPACB4G- 2-0U OSI. DEFL In pec) Weft Utl PLATES MIP TCU 20.0 Plate Grip DOL 1.25 TC 0.25 Vart(LL) O.OD 7 >999 240 wo 244/190 TCDL ]0 LMnber DOL 1.25 BC 0.07 Vmh7L) 0.00 7 >999 160 BCLL 0.0 ' Rep Stress lncr YES IS 0.00 Hom(TL) O.OD 2 We We BCDL 10.0 Code FB0201VRPM10> Mx-MSH Weigh:s lb FT=20% LUMBER- BRACING- TOP GHORD shut SP NO.2 TOPCHORD Structural aWd sheating directly applted or I- Wpulllre. BOTCIIORD 2x4 SP N0.2 BOTCHORD P'gid refiling directly Rather!or 10-00M trading. REACTIONS, (IDasos) 3=15IMecMnical,2=20G63A,4=3Mtachanicel Merz Harz 2=67(LC 12) Mur Uplift 3=-9(LC 9),2=-167(LC 12),4=3(LC 1) Mex Grey:G16(LC 17),2=20t(LC 1),4-26(LG 12) FORCES. dib)-Max.CompJMax.Ten.-AII forces 250 Qb)a less except wiles shown. NOTES 1)Wind:ASCE 7-1Q Vult=13omph(3-second gust)Vasd=101 mph;TCDLd.2psl;BCDLd.opsi;825X;B=45R 1-24X;save-lft;Gat. II;Exp O;Earl.,GCpi�.i6;MFRS(direeimes)elle C-C Exh nor(2)-1813 to 133,IMervuh)I "to 1-7-14 zone;cantllevx Mft and right agased;end vertical IaX eM dgM expmed;C-C for members end forrse 8 MFRS for reac9ore shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TMf Russ has Dean deslgnad for a 10.0 psi Whom cord live load Wnwrourrant MIR arty other live lcaus. 3)-This faces has been designed fora Am load of 20.Op nt on the bottom coal in all areas Ment a rectangle 380 tall Dy2-00 Rids WHO N bah n the bo6dn cord and airy other members. 4)Refer to girdens)for Russ to truss connections. 5)pmVles mechanical connection(by orram)of muss to bearing Plate coffees of wifotandlrg 9 I uplift at joint 3,1671b uplift at joint 2 and 31b uplift.1 Join 4. �Wt RHwaVuay 4rrynpvnrnaxe mCPUU ReTes O.v arcs dNO MCLUOEe lR eaWoufcEY4GE M 11T m.IOOLTJ159EFOwPEUSE. IRYwalM bmw oNy Wm MlteMbmnnwtlws.lattl W,vrtMmtl oNy ups�amreles CcwM1 aMh(«m1�N7+tl Watlep mryrcnt rot In6SM1lem.Beloie use.ilc WlGigtleYpwa mamt aeBry Ire gyYcd;lllyof nesyM W«naleoari gagrly FtnPomae pkacsdn No tte oveatll wrare den9e. ®crena k�xofanaroga�enr e.�alredxaNmml n�mwm«w«�mra memo«..«w.aadll«w wmP«tlytla paaa«iq�laocey MiTeK k dugs eeR.Iretl b�SxlMllyadbgevenl cdlapa'n1m P'rWae p«s«xx kYW arcs Pon°M d�nW'arq�w�d pMkxweaftor. be 114``Tf Evn BNd. �x ossm,RW—Runic eaecMnm]M¢Yq oa 1u¢nmd M1�msytleTS meaX91/I%I puWly MxppMN0d EC91luNIne COwVa•LaM 9dMylrlwnwXon wddxa M1«n1�nWa ANnOe.RIBN.Reu Shcel,SWIe J12 Ne�q✓.1h.VR22d14. T11, Job Tars Truss Type Ory %Y Melba Reddeme T1Dlnfies J160646 JOB peporol Hip Giner 1 1 JOL Re o Oona MLmilg Boom,SuppliEE, Jekeomnlla,FL B.OIOER%202016WTOK an Jon WagWl I4P.GK4Dll Page3p IDa22prx rAIOTUIkKq&skLIyCO cylkEgUSMZmGTCNAUBgdXglM1628PeGKwRUDUuy3p1 3119 T'S'1 _ ' 2�b5 3119 3515 NAILED Seas 111.8 NAILED NAILED NAILED +.2+ 12 1sw C n 3 NAILED NAILED 10 1 12 13 6 I N,1aD NAILED 5th 1 NAILED NNLED 6 3N- NAILED NA'LED P5-1 7. l PIa*OX an 1203-10- -6I LOADING(psi) SPACING 2-0-0 C&. OEFL In (roc) Well Lb PLATES GRIP T.U. B. Pale GDo DOL 1.25 TG ON Ven(U) -0.12 S--8 >713 240 L4T20 244/190 TOOL 1.0 Umber DOL 1.25 BC 0.50 VamQL) 0.20 88 >Al 1B0 BCa D.0 ' Rep Stress Inc, NO v 0.03 HorE(!L) GIJO 5 Na Na BCOL 10.0 Code FBC2014 P12007 MIMix-MBH Welghh 3210 FT 2M LUMBER- - BRACING TOPCHORD gal ED No.2 TOPCHORD Structural wwd sbeathin9 cloudy Applied or 6-0,0 WMns. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling dreetly applied nr 10-0-0 W bmdog. WEBS 2x4 SP No.2 REACTIONS. (Iblsixe) 4=213R.1aManical,2- 4X-74,5-223MMchencai Max Hou,2=159(LC 81 Max UpIM 0.164(LC 6),2=2,3%LC e),5=-18(LC B) Mex Grav 4=213(LC 1),2=400(LC 28),5�(LC 29) FORCES. (Ib)-Max.Comp.IMax,Ten.-All togas 250(m)or has except when shown. TOP CHORD 23=-392ANQ BOTCHORD 2A=1473 WEBS 3E=370158 NOTES- 1)WIM:ASCE T-10 VW=130mph(3second gust)Vasd=101mph;TCDL4 2paC BCD1=3.Dpeh 825X;B--0SX;1r24ft16ev ft;Cut. ll;EV C;End.,GCpb.18;MFRS(chadlon id);candleverieft add right es emd:end Vedical left and light aNlosed;Lumber DOL=1.60 plate gup D01=1.80 2)This moss has been dougned for u 10.0 psi boXom choM live bad Mnconcurrent*In airy other live loads. 3)-This truss bas been designed for a live load of 20.OpO an the boftom cion In all areas where a rectangle"-0 tell by2-0-0wible wt0 fit between me boftom chard end am other members. 4)Radial to ginar(s)for toss to truss cormarl oa. 5)Pmvlde mechanical comettlon(by others)of three to beading plate capade of withstanding 1641b uplift N jdnt 4.253 lb uplift at john 2 Goof IS to uplift at join 5. 6)-NAILED-Indicates 3-1 W(0.145'x3')or2-12d IDA 48'x3.25')toena9s,For mora details refer t0 MlTekb ST-TOENAIL Detag. TI In me LOAD CASE(S)senior,loads applied to the tate of the Was are noted as fall(F)or ball,(B). LOAD CASE(S) Standard t)Dead a Roof Uses(balanced):Umber Irembo L25,Plate Increase=1.25 Uniform Loads(pit) Ven:1-4-54,5-7-20 Concanlated Loads(Ib) Vert 4=1p9(F=44,13- 4)6=]B(F=-39,B-39)10-VuF_21,0�1)12f2(F=31,8=31)13=-i(F-1,B=1) A.. yesysirfw. umlAva,da DGame MThe ANDa¢WOEO soul aEmalPAGE N 7473m.UBUDN6aEPoaEY R -EMI«mm� v �MIT-X on 1-PY-11t aiI'llonc^P'^omlm--,-Ir-mltll'-WMrxM c«np«wN.ml G.G, bI«e-me.1 leWyr« rod ,r ,o WIGNINoI douku Mmrekrs.o"m«Iy M:1-1 Rd cbsAn lnlo ll'a orad WtE1q W!kln. e "burno cad kAdd.lemMwa'Ap«nw Imrs`JM M eke adwwrewaa r«vmlNmtllo we Iwsmrewnnl>D�da reruns Beer and PDPedvd«nmp�. I«9«�amm.Da rapwa�9 nw IWICatWn:bryft 09Nay ereclknadlmcLp olln�dRA Mm Mien>wAXfl/MIQMIN DMMN,oYdsaq aCN WiipCmVanxa y,IL.Eenaxa. OyNy Wpmdan Wddxetom i�Rds IMXMe.Rla N.lee SReeI.SYlre a1R.Ne3udh Vh22311, 11irys.FL N Job Truss JT.rck Type 1 Ply Melba Residence T1olnefis J1W&5 AS JBckdlnn 1 1 Job Fanfar2016 011 Iportal Melting Bulling Supplies, Je6awrvilq,FL 9Ay(gBGk202016MTgUWZ dieCWUBgJen061MaHb2 DUxgei 10:lZ2pvw_wO)O)Uik%gBGkLI e-p%EBUeMZmGYCIdAUBptl%gUdjP2NeHOtlBUDUm/Jpt -2.6 239 ' 2i5 23B 3u1e=1'.fall e 3 1g 4.24 12 2 df d 4 1 ai 23-6 236 PI OBSMs an- 12'06 031 LOAgNG(pal) SPACING- 260 CBI. OER. in g«) Uce0 Ud PLATES GRIP TOLL 20.0 Pate Gtlp OOL 1.25 TC UJ5 Van(L ) -0.01 ) >O86 240 hi 244/190 TCDL ).0 Lumber DOL 1.25 BC 0.22 VedQL) -0.01 ) >909 180 BCU- 0.0 ' flap Strees Incr YES WE 0.00 HorI 000 2 We has BCDL 10.0 Cana Fff0Kl4,rFP12007 Iti MSH Weight 1110 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shoodr ng directly applies!or239 w Picture. BOTCHORD 2x4 SP No.2 BOT CHORD PoBM ceiling directly apples!or 1000 oc braving. REACTIONS. (able) 3=18fivevitanlw1,2=2 S-8.4=5IVechad.1 Max Hoa 2-E5(LC 12) Max Uplift =10(LC S),2=-230(LC 12),b5(LC 1) I Gray 3=19(031)),2-282(LC 1),4=36(LC 12) FORCES. gb)-Mer Carp.Mlea Ten.-Allforcest!M(lb)oolessexcepialash.lotu. NOTES 1)Wind:ASCE 7-10;Vu0=130mpM1(3-second gust)Valid=101mph;TCDL�4.2psf;BCDI= ,Olah M1=25ft;B-15f1;L=2411:eave=4M1;Cat. 11;Eq C;Encl.,GGpl-0.10;MFRS(diractlonal)slot C-C Cannata)-2414 to 1-10,1,Eandor(2)1-10-1 to 2-2-13 mos cantilever aft alld dight e>@cead;ensvagcal left and dighterpastai-C b!membereandhoses 8 MW FRS for reactions shown;camber DOL=1.80 plate grip DOL=1.80 2)This truss has been designed lora 10.0 pal totto o choral live bad Iwnconcunem w1a any other live loads. 3)-ml4 truss has been designed lora live load of 20.Opst on the boBom cMrd In all areas etem a rectangle 3E-0fell 0y2-0 0 made till fit between the boXan chant and any oder members. 4)Refer to girders)for was to tuts contractors 5)Poovide memenical connection(by ounson of w4s to heading plate capaNe of vafteda Wing 10 lb uplift at joint 3.23D lb Will at Idnt 2 it S It uplift al loin 4. tlWNaXMG-VMlytletl6npxs+wmuW aU0N0lE40NlMB]NO tlKLUOEa eNEN aEfEFI NCEVNGEMW l4lJ m.16PYN169EFa6E1/4E. mearaY`NIIIi MIlel�ccwci:non 6ttl�ttrmtlotlY upmrKKmretensM�wt�Mk(am MNMd GYWpcanpawnt ml n nparorN�.samara va.rce wrev mot W r reun w+4/Ire�pr�mnN a aeslpr I��aelem ma I.ol>�M a�orwrrne nc aa,gN ma Ire o.aral Wdlg�xP� W6-'kNldlcaleahiogeV9nIlY1CNMdIMrMJINB WeUavYmclmtl mdnETndYY.M1]EwM wrN�W WflvHmamld¢M Mire k' eawaw aawedror.Imxrya,drol.eVer,tem�wmp�Fxa PenerW lYav�d bcPmaNdaneae. Fu6efMlmEm�a ia9oar®ma ![dM:oIWL W Wa.(I�WY.aeclbnaq bac4p olMms ml Rw MgmY reMMM/MI Yr fYMx4MedY WI KM YEdq C411Y4arrO I 6HW GeMe EM BIN. EUMy Namullm oayda'a Yan da Anb RWIMa.219 N.Lee 5hee1.5WIe J12 NeRaNM.VR'd314. ia�rye.FL 3%10 v Job s Trues Three Type ON Ply Melba Rupee.. ndm9s7 J1uohR6 J10 Jack Open 8 1 Job Rahadexat o 'oral Merrell,Buildln9 Supplies, Jakenmi FL 8.010e,,u 2016 MIIek1nan O&In0. Yn J.0612 A9201/ Bagel ID'z22pm WQO7UkKgMkJyC4 e-BBktg1_K40PqulM1INBmMIO 9SS&IkxV4mtlrt9Nry3ps b&0 SJ9 180 53a Sats'.1/2'=1' 3 BW 12 6 4N 3x4 II A n 2 1 s 4 ss II sa6 saa LOAgNG QpR SPACING- 2460 CSI. DEFL. In Qac) Well W PlATEB GRIP TCU_ 20.0 Plate Gdp DOL 1.25 TC 0.54 Ved(U_) DW 4-5 >999 240 NU20 244/1K0 TCDL 7.0 Lunber DOL 1.25 BC 0.47 VmCTL) -0,08 4-5 >Ir34 130 BOLL 0.0 ' Rep Slide Ina YES WB 0.00 Hom(R-) -0.08 3 Na We BCDL 10.0 Cods FBC201MP120W WiffieMSH WegM:2f Ib FT=20%a LUNIBER- BRACINfI TOP CHORD 2x4 SP Noy TOPCHORD SMucWMl Hood maiming drectly,applied or 5-38 m puMns, BOTCHORD 2x4 SP No.2 except end vercue. WEBS 2x4 SP No.2 BOT CHORD Rigid telling dUedy applied or 10,60 m bradrg. REACTIONS. plait ) �30BrbS8,3=117/MecFienkal,4=53IMeManicel Mex Hou �198(LC 12) Max Upli3 -126(LC 12),3=101(LC 12),4=8(LG 12) Max G.�308(LC 1),3=120(LC 17J,4�4(LG 31 FORCES. (Ib)-Max.Corp.Adax.Ten.-All form 250(11,).1.except When shown. TOPCHORD 2-5=-259289 NOTE& 1)Wind ASCE 7-1Q VML-130Mph(3-momtl gust)Va57=10IMPh;TCDIa1.2pet BCDL-�.Opsl;Ir259;B456;L=240;eava=41;Cat. II;EVC;EroI,GCpl=0.18;MFRS(dM xdmu[)aid C-C Emedor(2)-1813 to 133,IMedor(1)1 3 3 to 52-12 tam;cantilever left and dine emceed;and veMCM 10 ane right aVosed;CL for members and toms 8 MFRS for random shaven;Limber D01=1.60 plate grip DOL-1 60 2)The Muss M1m been de&gnsd lora 100 pal boaan chord®Mer bad nprwrrruaant W11h any other Ind,beds. 3)-This truss bas been da d,rad!lora Ilve load M 20.ma1 on Ne bottom chord in at areas Where a rectangle 38O her by 200 Wde Will fM bmyom the WU=murb aro any other Marmara. 4)Rater to girder(s)for truss to truss connections. 5)Provide mechanical comment(by others)d muss to bearing plate caad,10 of WMintendng 12611,uplift a1 Joint 5,101 Ib uplift at Joint 3 and 816 uplift at Joni 4. AWxMMO-VMrytlW4npmmwnaaMaFFONeiEa ON red"40—ocoo—enelEa4NCEPIOEMa"'o O9YMI5aEFOflE YSE �' vtlld loi va ywlMpakFcmneclds ln6daJ(IneMmtl oNy orMryranelen Yiown.ditlkldm MNGitl bLtlYq wm{»mnL ml Oidr Mlem.Be(we tuldYp de LL.TrvmmlvMrylM�pICWINordoLpn Waneleisaq go{grIY M.+eWerre X6m43nlnlo do overdl wdtvd�lwr.ao-'�imrnedslo,event wrurealmMaa lansYreomarorelnm mambaWwv wanow lemporaymn Peaa�aatao-aK+ MiTek kawwa�agwee mramnyare to watlanl�wlop®aXm Pomlaw>aorrn kyryad wwenrdolwia.Fa gar�ara pMmware9artlnp Bra 12MOIbrt pavtla.MANery.meclbnaM Mcckpal U,H, ta%.I. ere.958/,19/Mr6A.3l'rrM,aXk'X9ari4 KA kYNgCmipwixe �peBFL JMl0 N4 adaN lNamaXm aWIR'Aa eanOW Fgkk¢IIINe.41aH Lae Neel.9PIe312 Ne[m9b.VAY131 G. Job T. TI eal Ory Ply Mello Reeiderse T101TFBg0 Aside 5 JIt Coma Jerk 2 1 _ Job RBlxarce L'A.raft Melrvrg Buloilg Supplim, Jaksomllle.FL - O7U*KApr202Gt a-f"? nusNss.Inc. Ri Ja 7p-259:20g201] Pggel IP.]22pvw_cal]jO]UA 4 U-1kU5tyG_e-fKe]SMc6NWGR2Wrl5MriatM8ADJONIZpzy3R -1-&0 2b0 411-15 2b0 280 guM=1:22.1 3 g.W 12 34 g 2 f 6 E6 If 4 411-16 411-15 LOADING(ps0 SPACING 280 081. DER. In (roc) visll Utl PUITES GRIP TCU- 20.0 Rate Cap DOL 1.25 TC O.W VK(LL) 0.05 " >999 240 MF20 2PLF90 TCDL ].0 Lumber DOL 1.25 BC OAS Vaa(TL) -0.0] 45 >863 1B0 BOLL 0.0 ' Rep Stress lna YES WE 0.00 Horz(TL) -0.08 3 No na BCDL 10.0 Code FBC201,UTP12007 Matax-MSH Weigbb 20 lb FIF=20% LUMBER, BRACING TOPGHORD 2x4 SP No.2 TOPCHORD SlmcurNwoodshealHlgoiredlyapplledor411-15wpuAYe, BOT CHORD 2x4 SP Not except end veicals. WEBS 2x4 SP No.2 BOTGHORO Rigid ceiling diredly applied or l0-0-0x bracing. REACTN)NS. ObAll.) 5=29&D68,3=10&TAKM1enical,4-A9RAedtanlcal Mex Horz 5=192(LC 12) Max Uplift 5=-124(LC 12).195(1-012),4=8(LC 12) Max 0w 5=290(LC 1),3=112(LC 1]), 3) FORCES. (lb) M.Comp Max Ten.-All forces 250 Ob)We.cored M.anwn. TOP CHORD 2-5-251!285 NOTES- 1)Win:ASCE]-10;Vult=l30mph(3 second gust)Vasd=101mph;TCDL=4.2paf;BCDL=3.Opsf;R25fl;B=45q;1-24b;eeve=111;Cat. 11;Exp C;End.,GCpi=0.10;MFRS(dredlohN)and C-C Eaderforl2)-18-13 to 1 3 3,IMellor(1)133 to 4-11-32d16;ca11tl1ever left and right mmoeed;add vedidd left and fight exposad;C-C for members and forces 8 MFRS for random shoMS Limber 00L-1.80 plate gap DOL--1.60 2)This truss has been designed for a 10.0 psf boftom decal live load n nd npulent Mgt alar other live loads. 3)'This truss hes been designed for a live load of 20.Oysf on the forlorn exact in NI areae Mere a rectangle 3301x11 by2-60 Moe MII fit between tae boftom chard and airy other members. 4)Refer to girtler(s)for law to tmss c tions. 5)Provide mechanical mrsedlon(by others)of tmsa to bearing plate capade of Withstanding 1241b open at joint 5,95 In uphill at john 3 and B Ib uplift at land 4. QN4rnIWo-VMry4wl9eplmw�+iwaEIDNOiEa ONTXe MID MCLYOEa IOIENaEFEFIXCE FRGEMLL)OAm.m alllPole YSE Ce/T Wy Ica uroanlY'ulrti MaeH-0c:xuweaw.c IIAxaMugn eYswatl aYy u{v11{emru'Iws9wwe atlh(w m IblNd,d bir➢eq cwnW�nl.rot olpored¢alae�.gw NMW rrmusl verily Rpgilik2nNolrlesYan pianelenml gga�ly Mapaate Ih6CaYJn Tlolre ovn eurW rraly�. IPac2wxxM'glaaetolxevatllxklaxe nnnelwwn�webaalaomra mame�aay.adadond lemcawaal=aima�amb61a9 MiTek' h R,vmp�Ls0FOMe W,w JIaavedcdltxm WX,W%axe�'faxl buYaN dOpd1Y ndn�eRIa�re�d pYM�ce rv:9rzteIM gwtolbl ao�ope,d&Mm aecliMlaW bwAgoff.rfl-dhsorfihoS*ea/MP/I ..Il.xb,D9eNYk K51WNnPCmpmwO BBW PeM EMoM4. XNIy InlamaXm ardklae can I�FMIe xoII1Jk.41eN tee Sheel.5u'le]12.NB.0�.VR'II]14. ianpe,FL 9361D Job Tws Trues Type Ory Ply Melba Resitlerue T101PB6B J18CN5 JIr Conner J.k 2 1 JOE reeter2016 me o mu Mennir,Building Supplies, Jekaomille.FL j8.010 0AJlk Apr202018 MiTek tis nO6 B:20 2017ADJQNJ Peg$1 10:x22-11-15 10]UIkKgBGkUyCO_e-iKa?5Auc5NWGR2WII5RVWBzerA2BADJONJZpry90r -t BU 2-11-15 Su1.=1:17.3 3 6.af FIT aw 'I 2 d t 6 4 5 a4 II 2-11-15 291-16 LOADING(par) SPACING- 240 OSI. Oil In 0.) act Uri PLATES GRIP TOLL 20.0 Plele Grp DOL 1.25 TC 0.36 Ved(LL) 0.01 4 A 5 >999 240 1F20 2W18D TCDL ).0 Lumber DOL 1.25 BC 0.22 Vad(TL) -0.01 45 a898 IN BCLL 0.0 ` Rep Sheat locr VES WB 0.00 Horz(TL) 0.02 3 No Ne Metr BCDL 10.0 Dotle FB0201GIPIZW] ix-MSH WeIgM1[14lb Fr=20% LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOPCHORD Strodlural wood sheathir,airway applied or 2-11-15 oc yunns, BOT CHORD 21011 SP N0.2 exCepl end ymlems WEBS 2x4SP No.2 BOTCHORD Rigid coling directly applied or 104 Ott placing. REACTIONS. (brylee) 5=239A>5E,3"Wi chadMi,4=21NAecllenicel Max Horz 5=-151(-C 12) Max Uplift 5=114(LC 12).3=50(LC 12),4--1 1(LC 12) Max Gray 5•-238(101),3=55(-C 1]),4_-50(LG 3) FORCES (Ib)-Mm.Canp.Mlex Ten.-All forces 250(Ib)or less except when aM1awn. NOTES 1)WIM:ASCE]-10;VWt=130mph(3-secwM gist)Ves4=101mpn;TCD".2pst,BCDLa.T.0w;h=25f1;B=45ft;L=24h;ea It Cat. II;Exp C;End.,GCpi=(3.18;MFRS phrodonal)and C-C Exterla(2)-13-13 to 133,li teriar(1)133t02 1131Me;cantilever left and right exposed;end vedlcal M and right ecpmed;F formember and farces 8 MFRS for reactions shown;WnbW DOL=1.60 plate grip D0L=1 W 2)Tins truss hes bean designed fora 10.0 rise bottom chord five lead noreoncunent with any other live bade. 3)-T1ks truss hat been designed for a live load of 20.0p f on Ne Whom gnrd in all areas W11ere a mQa t,ye 34 0 tall by 24O wile Will fit between the adorn clerd and any other members. 4)Refer to grams)for truss to three connedbr s, 5)PrpeOa med anical cmmecuon(by othere)of hues to been,plate Capable of whhstanding 1141,uplift at joint 5,50 In uplift at joint 3 and 11 Ib uplift at Man 4. AkSWgAR,WNWltla;aVtlM MlelnIDccnrEoAlaas N.Z.-eg—�tlmANaxldYYupsn Mpalaneleo Yiown.PwA6x]EIM ,14oMn X, NIM5yaRE VE mnyvmenl.ml $rm MWm &Ideas.MelOWifip tleyrcx mal vetllY Msgxlkadlllyortistlg�puon�elersaM lxaPeOYlne:wrutulS MhtleYpnlnlo Xn ou¢,at pY4p tlWarr. 1.a JgxNtols]N10 q$vanl WtlNp sr M.MglnmwaCud/d MramemlaaaYy AdeAlbnllanpxayaq nermnnnnGaere MiTek ldrukbRroT.10eakn$IaWMrndtspsvariccUR w11,p>dMapandex aW$Ym]gq>$AYMn�e.(q gsrwitl Ptla�ce�Wad9 xp 00<PeMe Eaai aNa. xApuds.dNlrery. WJ bd99dlvamaMlnmaplant MX9VMI OYIh OXnh.Uat-$9 velCSINMpCugori.rR Te .FL 3Y10 yl.IY V,rgmMm aµyye M1dn LiIauomlMe MMOe.RIBN.Lce eTeet 91b d12 NeipgM.VRR'1J11. ^V+ ' JoE Trues Truss Type Oty Ply Melba Renderce ndn]ero J11 J13 CmNr Jwk 2 1 Job Reiereae ecrel MAlming Building Supp iec. Jebomi e,FL 0.010BApr202016Mitekhldlabies. no. _ _ SJan 21209 Pepe1 DBZpwGlwVkKgBGLtyC4e-BWPNIWFIs]3C5cMAER]FNFDdpeON4& ry 0-0 0.1116 1-00 61195 I.1:12.3 3 are F12 ai3 II { R 1 5 E 1SN II 611-15 on-1s LOADING 0.0 SPACING- 260 C51. DEFL. In (1ac) 111 HePTES GRIP MID.D Pleb GIB DOL 1.25 TC 0.% Ved(LL) 0.00 5 .998 240r.e-,gight: MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC O.OB VBd(]q 0.005 >998 18D BOLL 0.0 ' Rep Suess par VES WB Date Hou(TL) 91.00 3 Na Na BCDL 100 Code FBG20141]PI200] Metlh-NISH ]Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP ND.2 TOPCHORD Simcbral aped sheathing 0DI applied or 0-11 15 m bindles, BOT CHORD 2x4 SP No.2 except end veM.N. WEBS 2x4 SP No.2 BOT CHORD Blind cdling directly npplled or I"D Do bretllg. REACTIONS. (Iblslzel 5=24FOr 0,3=EA1Machenical,4=-13IMechenicel Max Horz 5=111(LC 12) Max Uplift 5=428(LC 12),3=-69(LC 1),4—361-012) Max G.5=246(LC 1),3�44(10 B),422(LC 10) FORCES. (lb)-Max.Ccar, x T.M. All tortes 250 go)or less except when afwwn. TOPCHORD 2-5=2161 NOTES, 1)Win0:ASCE 7-10;Vull=130mph(3-second pact)Vasa=101mph;TCDtHI4.2ps1;BGDL= Dpsb h=25S;B=4511;"a;eeveI Cat. II;Exp C 10118.MFRS(dmcgonal)aM C-C EaerN T)zone;beerier a!left and dgM exposed;ane varpaal Iefl and I exposed;C-C for members and forces 8 MNFRS for rtadlons sf ban;Lumber DOL-1.60 pate grip DOL-1.60 2)Thia teres has been designed br a 10.0 psf boftom clwrd No load npncomunant with any other live hada. 3)'This Imes has been designed br a llve load d Moft ff on the bodom brand man areas Where a rectangle 360 tall by2I wide will fit between the bottom otwra and arty other members. 4)Raferta9raer(5I Vuestobussmnnecgons. 5)Provide mer hanlow connexion(by others)of buss to bearing pate capable of wi1MleMilg 128 to II at Jan[5,68111 uppl at join 3 and W to upph at fon 4. WAHHWa-VWx4Npnpwwnwwe wO appe aIEaaN .1. Ir belleVHCE P]GEI.M 11fo—laOYMIBBEPoaEUSE. IM9yn WNforuawJyvAIM1 M1eMO cm Amr MIa a:a II cNY ul✓+nevanelers Lu+wn w'deMmlM.MwI dI�An2 canPawnl.wl 0issylMm Beale va.ale aJHa �X IrnlY ry IM WpY .ft,dOeLQn Wnerers m0 ur,",�uPa'ale tt3deYy�MoIneavntll W ,aeoinT. nq Btlk: .sMevereniMnl4V aYtlNdd InnrYeD Wtc'clvamemtenaYv.Ptl:1Mvl bmWT'maFdnu'anlemcLV a awmYB IaRaBa rduM ane to�.ad wase wn wnuB Pw ]F4ry ane elePBdr amn]e. Iw 9Blwla aBda�e la9awa Ire 1dwCOMn,da�e,Oslxely.eRCM m]M¢hgollnRPi WJhiYMeemxwMW VIR10YyYCravh.p9aAPop%'M aVWnYCwTuwnl lPoB PW FYI BM. yyNy IlYnmuXm awYtxYe nwn bualMle MXlul&41BN.lee SlreeL 5Jb311.NmavJb.VN13a14. Turye.FL 9'!ta F JobTmss T.Type Ory Ply Melba Pell esidce T101Y18]t jusit Jt] Jack Open 1 1 Jab Rdxxlce to ondl Menrnnp 9ulldnp Supplies, Jdtamuille,FL BikKq g2020ffi MPNIWdusslea,llb. R7FHa12.59.21201] Paget ID:rZ2prw_wOj0]UIkKgBGklIyC4_edWPNIWESM1e]3C53soAER]FHPF]AneONXC6t5Gzydpq 53d Sad &el. 0-r 2 66aa 12 a a4 11 5 * d f 4 3 Sem II S9d 5d9 LDAdNG 6PpCING 200 CSI. BEFL In (bc) Vdefl W PLATE6 GRIP TOLL 20.0 Rete Out DOL 1.25 TC 0.53 Vect(LL) 0.0] 3d x924 240 1 24M190 TCDL ].0 LMnbx DOL 1.25 BC DO VBD(TL) -OA9 3.4 a63a 100 BOLL 0.0 - Rep Streas lmr YES WB 0.00 Hoa(TL) 0.09 2 We We BCDL 10.0 Code FBC20147PL2007 McM.i WalglIL lB Ib FT=20% LUMBER- BRACING TOPOHORD 9W SP No.2 TOPCHORD Strudel sbod aftwe g dradry alshlied or S3O oc pu0lrls, BOT CHORD 2x4 SP No.2 excW and varlicals. WEBS 2x4 SP No.2 BOTCHORD R,H ceiling directly applied or 10.00 ob breilg. REACTIONS. (Itedure) 4=Rswd-5-3,2=1261MacIbd1srl,3=aORAedlanlW Max Hoa 4=140(LC 12) Max UplIX 4=951LC 121,2=-109(LC 12),3=11(LC 12) Mac Gm 0.-lW(LC 1),2=1291LC 1]I,3 (LC 3) FORCES. Qbl-Mex.Comp.ddax,Ten. All homes 250(Ib)or less sxrm t When ab ab. NOTE& 1)Wind:ASCE 7-10;VLYt=130mpb(3secmd gust)Vwd6101mph;TCDL-42psf,BCDL_3.OpsF,fr15ft;B=45f1;L=24a;save-Ift;Cal. II;Exp C;End.,OCiPl MFRS(dlredlonal)and!C-C EAWOR2)(Y1-12 to 3-1-12,Interior(1)3-1-12 to 52-12 mne;rdntifill aft WM hght.whar ;erN veNml lewd rightoddeaed;C-Cformembsreatmbces SMWFRS forreadimssinum;Lumber DOL=1.6d pb to grlP DOL=160 2)This Huss hes bean designed la a loft psf bodmn chord Ilve lowl IMlconwrren aNtlt any dller live hada. 3)'Tris truss hes been designed fm a live load of 20.Ops1 on ate Wg m chop in ell areas Wbem a r.dxlple 3&Olen by20O WMe WII ql bel Wean Me Whom chord two ally olllx members. 4)Refer to girders)for Vena to truss connectbns. 5)Protide mechanical colnedlon(by dllere)of turas to bearing plate capable of Withstand,15 to uplift at pint 4,109 lb UPIR at Idnt 2 and 11 to debt at loin 3. m4RNML VMly 4.penpvanxlm mORFAa Nm E9 xI 11tla INa WtLUOEn kXIENaEFENXCE F4aEMNl1]]m.11011.ElssuSE. em vdk11«uic oNV N11n MIOY®conlwckm.aYsdmM�tdratl oN'upcn rXaamSlors 9wwn W h I«mfxaNd�d dfdlp c«nlwlwnl.ml InffiayHm.BslofeY•e.11'edWlgd.aafx+Rn¢f lrenNllw lAlk:2aholtlmlT Px[mel.mmlgwalV llc«Iwfale bbtlnWn bio fMoveftll eldmblf ®a J�BIMcaHOBNlmele Gcaligol h]IBM 1R�webaull«ciclCmwn[aawYY.Mltltl«W bmMT'mtll.ummaflda[:Yq MiTek b gNORfegliad bf eldMlVVNlbge'.enlcdl�sMingWLe%rt«MINuV WJ goCxNdXn�. r«mMU P4k.cefapa0lp lire BO<Geike Enl BXtl kdbalbkilOfaY.IblNxrv.«scam T]MOcbgdMfoeavblMMl meaNaVINI LNtlIy CAwp.OMMOq KIIMMMq ConpMarl ianp.F193618 N.Iy lrlwewaOn wmY]e M1dn Lim RWebaaMe.Rle N.lee SneoL 911e 912.Ne VRY191<. a Job TmB Trim Type Ory Ply Melbe RBidwu T107IBM J160846 JIB JazkOpen GINB 1 t Job Reference oral Memng Buldinp 6YPPllB. Jamar ilk,FL 3.0I.. pr M M16 MITek IMunmS. c. Fn Jen 0n 12:6F.222011 vagal I0�Z2'P✓w_wOIOTIiKKgB UyC4_e NVry nvhAgOOVIT N NMNwW5yWmMWiry3M 2-7i 538 R-0-02 A]42 .1.=124.3 3 j12 -K- 7 5 e 6 HTJW8 _ HTII]8 4 Sat 11 ?]-12 538 2]12 2]12 LOADING(fB0 SPACNG 2-0-0 CSI. "EFL in Poe) YdeV IM PLATES GRIP TCLL 20.0 PIele 0rip D0L 1.25 TC 0.83 Ved(LL) 0.14 5 rH3 B. MT20 24Y190 TOOL 7.0 Lumber DOL 1.25 BC 0.84 Vent(R) -lr2 5 .3248 180 BCLL 0.0 ' Rep Stress Incr NO We am IHorATL) 0.11 9 Ne Na BCDL 1D.D Code FBC2014uTP12007 WMx-MSH Walght:25 lb FT=20% LUMBER- - _ BRACING- TOPCHORD 2x4 SP No.1D TOPCHORD Structural wood sheathing dreclly,applied or 53S oc pudlrw, BOT CHORD Piet SP NOAD excepl eM va0k als. WEBS 2x4 SP No.2 BOTGHORO Rigid ceiling directly applled or 1400 oc bred W. REACTIONS. (Iblsiu 8=480N6-8,3232/Mecaanloal,4alAde2rankal Max Hoe 6=140(LG 8) Max Uplift 6=131(LG 8),3=-130(LC e),4 149(LC 8) FORCES. gb)-Max.Comp.Mlax.Ton.-All tomer 250(to)orissaexceptwfien snows. NOTES, 1)WDM:ASCE 7-10;VUV=130mph(3-sewnd gusD Vasd=101mph;TCDl-4.2psf;BCDls3.Opef;h=258;B=4511;_-2411;savedV;Cat. Il;Ew C;Eim.,GGpl=0.18;MFRS(direcdoreg;canlllever lett and right expoeed;end V9,nMI left and right espoead;Lumber DOL-1,60 plate grip DOL=1.60 2)The trues,has been designed fora 10.0 pef bolbm caoot Ilve batt nommenourrem with any other live loads. 3)-This three hes been designed for a IIw two of 20.0psf on the bol cannot In all answer wbBe a rectangle"6 tall by 200 wide Wit fit beNreen the bollom cMrd an0 any other members. 4)Refer to glotens)for hues to fres wiftePeon4. 5)Refer to gloterpu for Wes to truss connections. 5)Prmeds meManlwl Promotion(by others)of three to bearing plate capable of Withstanding 131 Ib uplift at Idnt 6,13010 uplift at pint 3 and 1491b Will at Iolnt 4. 7)Use Simpson Sfiong-Tie HTUM(10 tori GINer,14100x1 1R Truss,Single Ply Closer)or tormentor spaced N 200 PC max stapling 92-0-12 from the tell end to 4-0-12 to connect 1mB(es)to back faze of bottom Moth. e)FIII all nail Miss where hanger Is In comma with lumber. 9)h Von LOAD CASE(S)saidlon,loads applied to the face of the truss are rated!es from(F)or back(B). LOAD CASE(S) Standard 1)Deed.Roof Ove(baMncetl):Lumber Imman e=l 25,Plate Increass=1,25 UNfoon Loads(pit) Vel:1-3=54,4-6=20 Concentrated!Loads(lb) Vert:]=352(8)8=352(B) rypp ly R 0 Ep C S n 11 Io,rAMI k ]tx wtlY ........ !ir y k ap ge tlelNr¢a 1k irY O .1. aVIN�/ r Quartar 1A.1 Ba9bW eC51 WIM fl�mryn.nl BMMM E..IBW. �hlwamaXm uwLalYe fiom lrm Pafe nsfiMq RIBRIee.1-1.SUIIaI N [ MVPPdI - , _ Tnrp..FL aBalo Job T. Tmsa Type Gly Ply Melba Residerce T101]]B]3 J180645 Jig Diagoret Hip Order 1 1 Job Ralf arca Mennilg Buldnp Supplies, JekamMlle,FL 6.010, 0_6-MITfolWuWW Fn Jan 061259232 IDzl2pvw_wOjONkKgBGWyC4a4v%7,S%VO1ugIWES_DDi%T(a23ocFYOp10b~P o 245 'SB9 PS1 245 —� 1b0 360 NAILED aside=127.8 NAILED 4 rMILED Ig 4.21 12NRILED 11 SH 11 3 R NAILED IMILED N4 a 8 S z Ad 1 10 B If ] NAILED U4= 5 IBM II "LED NAILED NW-ED WJLED NALED 3bB 388 waigoG(pall SPACING- 200 CSI. DEM. In 0.) WWI UM PLATES GBW TCLL 20.0 Plate Gnp DOL1.25 TC 0.81, Ved(l1) 0.236 >M 240 Mr'2O 24,VlW TCDL 7.0 Lumber DOL 1.25 BC 0.58 dart 6.ao 6 >290 160 BCLL 0.0 ' Rep ffiees Incr NO WB 0.03 Horz(IL) OAS 4 We IVa BCDL 10.0 Code FBC2014 P2O0] MWMx-NSR Weight 36 lb FT=20% LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOPCHORD Shructura wood sheathing Uredly applied or 0-M ac purlins, BOT CHORD 2x4 SP No.2 except end veacals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling Minicar applied or 1O009c bracing. REACTIONS. Nandize) 7=36510-76,41fi4MecNlarllca1.5=1454Aechanical beat Hart 7=198(LC 8) Max Uplift 7=355(11UC B),4=252(LC 8),5=75(LC 5) Max Gray 7=41 WLC 30),4 INWLC 1),5413(LC 3) FORCES. (Ib)-Max.Comp.R Ten.-Allfor 2WOb)orlessexwtWbenshom. TOPCHORD 2-7-305254 NOTE& 1)Wind ASCE 7-10;VUI1=130mph(3-second glop Veld=101 mph;TCDL=4.2psp 0CDL=3.Dpsf;h=25ft;BdSft; --2411;eeve=Aft;Cat. II;EVC;End.,GCpi= .18;MFRS(dlreceoni cantilever left and right exposeM;end vertical left and fight expgee4 Lunger DOL_1.6O plate grip DOL=1.60 2)TNa tiles hes been designed fora 10.0 fell bottom chord tie load noncorlcunent with arty oilier INe loads. 3)'This truss has been designed fora live load of 2O.OpN on the bo0om cicrd in ell areas Where a rectangle 36-0 sill by2-00 wde Will ix between the bottom dl9m and any other members. 4)Peter to girders)for truss to Imes connections. 5)Provide mechanical cannedlon(by oMem)of tmsa to bearing plate capable of witFetan iig 355 to"011 at joint 7,252 ib uplift at joint 4 and]5 16 uplift at Joint S. 6)'NAILED'Indicates&1 W(0.148'x3')or 2-12e(0.148Y.25-)too nails.For more Metals refer to MITek'e ST-TOENAIL Detail. 7)In this,LOAD CASE(S)section,loads applied to the face of Me muss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead i Roof Uve(balanced).Umber mores e=1.25,Plate Increase=1.25 UMIOIm Loads(plf) Van:1-2=-54,2 4=-54,5-7=-20 Concentrated Loads Mu Vert:4-125(F=-63,B=63)5_-63(F=-32 E=-31)a=75(F=38,B,38)11=6(F=3,9=3) Q WARNNpVwNy 4elenpvmulenmtl RFAn N0FE9 PY IHIS ANe WtLUOEn M'LEI[aEFEXIXCE GAWE MR7<FI m.I0PVN159EPoRE USE CaAT�wxYJ la uswYyMm e4N crm�wkxi.pxvOmCF�xturJONyurym lwamelert awun,�✓Jhrwm MlNQ�d blGr4 canprcenl.ml nianMbm.B31we vat.IM pA3�q Mxgin must venN rico grylcmlN(11tlmlT�[Ereiwa[MgWwIYbcapxotixisCwUm Ireuvadl WMpIpYF,. BsxgxvloleOAlo pavenl lwctllryolxwlvl4H gewebaM/acMxdnwntTla'IY�ANML/'ax lanWUYro�Pmbettrmxq h@wa(.�epNed b�sldxYNmJ'bpavatl Ml¢v MlNlxmtle pawM xyay WJ poGellYdNnaae, rat(pIM.Y(xNlmce repaQplln Y1+kolYn slwo3e.daerervwaawnWhacxq MlnmsSmMlllmmrWemx�Nal/Ml Ouwly CtxwA.0Mdiwlltll LWJ^p CaTonWe 68WPW EW BM. SdYy Irlmmaxon waMMeM1an The RNe YMYkxe,RIB N.lea STm1.94R JI2.NevvMM VR22914. ]urq.FL aM10 , Job T. T13m Type Ory FY Mabe Reaembe Tt01]]0]4 J180015 J20 Jack-Own 11 1 JobPlasmas 'old Manning Building Supplies, Jek6olNrll6,FL B.OtOS1Q,BG, ,C4a-ex IMl3e7&O1w. Fd Jan 0812:5 ?AD2] Paw1 lOzzzp.w_Y,qo]uixlcgeckLryc4_e-vssvwz.]eeonwryexwaslllrcral znpozuunzy3pn b&0 B58 � 1-6-0 B�Se Sul. t 32.1 3 8.00 12 e d B 2 Ba_ 4 6 S8 6 S8 Plat ORsets DLV/- 12,0-24.0-1-01 LOAOINO 0w0 SPACING- 2-0-0 CSI. DEFL In Ilan) Well Ud PLATES GRIP TOLL 20.0 Fete Grip OOL 1.25 TC 0.50 Veri(LL) 0.10 4-7 >T)0 240 MT2o 244/190 TCDL 7.0 Lumber DOL 1.25 SC o.43 Ve4(TL) -0.20 4-7 x392 180 BOLL Do Rep Suess bear YES WB 0.00 HoOCIL) 000 3 We IVa BGDL 10.0 Code FBC2014/TPI200] MAOnx-MSH Weight 2311, FT=1M LUMBER- BRAlI TOP CHORD 2x4 SP No.2 TOPCHORD Structural saint measuring diredly applied or 60U oc pudllhs. BOT CHORD 2x4$P No.2 BOT CHORD Rigid wiling directly applied or 10-0-0oc bmang. REACTIONS. (IQ5Ne) 3=148Mtacnanlwl,2�",4=7bMachanlwl Max Hon:2=185(LC 12) Max Uplift 3=-105(11UC 12),2-160(LC 12) Max G.3=148(LC 1),2=343(LC 1),4=115(L03) FORCES. (ID)-Mex.ComplMax.Ten.-A111orces250(lb)orlessexwptxTenshow. NOTES 1)WtW:ASCE]-10;Vult=l3omph(3-second gust)Vasd=101mpN TCDL-1.2ps1;BGDL=3.Owf:h=25ft;B-15ft;L44R;..e It Cal. 11;E,C;Ew1.,GGpL0.18:MFRS(dilBc1,10ha9 alhd C-C EMerior(2)-13-13 to 133,Interiar(1)13-3 to"12 Zone;wnaever Zeit and right expsem;snd Yedda left a1d 09M eglwsd;GC for members and forces&MWFRS for readlons ahoxn;Lumber DOL=1.60 plate grip DOLL 80 2)TNs trues hes been deal fora 10.0 wl lotion chord five load nonconcunent Win any other Irve loads. 3)-This truss hes been teamed fora live toatl of 2o.Owt on the hoRom chord in all arms Where a redargta 3-6 0 fall by 2-0,D wide WII fit hsMeen the bottom chord and arty other members. 4)Rao to gader(sl for truss to truss conwdlow. 5)Prostate medlaniwl wnnei(by others)of hose to Wait,plata napade of withstanding 105 to up11ft at joint 3 and 160 In using at join)2. AL.. L�Ippvxntlm anC NEFa NOrEa ON iNA9IHO tlKLVOEO NnEMaEFENIN[EPFGEMiAAm.laeVA159EFOPEUSE on— — vsaiyvMlnumang omrcclols.RtW.4anklwxluau{xxlpsanehen Mown.adlsiw, ,' h eos comlw✓anl.ml o M1lm Mbm.Belwe un.TCM9hV W Wrerm�rsl oulN IMgplcdMllyol Oe9a,p�anelelbaM gop✓�Y Fcap��ale x'arFlo areovrdl Wdgden3n.Bu;q WIM.uled kbgevenl dMpM dIMM]IM ImaweUOd/uclvOmemnenaYY.PWMM bmNW aq GCYlnaanitm19 kawNY.,eaaedla Nmlm/aarolxe.a�l�am�w won l>omvepahaLMry aril*arema�Nrsce. fora�lwa aaN��N lew�eere kbbulknL Yatpa dwNwy.aeclbn aid Ma11q o1111axiad kuawdeNM1reexn OIxWFCiMhPN aFaN k(SI4a61nYe^^waarA aftepretufaes.. ayay kxmmaMm avQYle rypn 111SFlu1e lMtlule.RleN.lee n0ae1.916]12 NeR JIiondiI6 VR?3314. Tease.FL 3x¢10 Job Tva Truss Type On, Ry Melee Randsme 01 R5 J190BI5 J20A Jazk-0pan 1 1 Job Peferenre a 4arel Marne,BUlEinp Su�liea. Jakadmile,FL 8.010 a Apr 202018 MiTek lMuabi6a lm. Fn Jen 081259:24201] PRP t ID.rl2grx_w010]UikK98OkUYC4_e-Y55VWXx] hMpe%wkvWto TAU i4pD21 b43pn .1.89 a OJ BSd 1-80 60< 06d' Sorb=122.9 4e]- 3 Se 12 10 qq 9 tl 2 5 a.a= � :14 31d 804 658 add 2.. Pate Ogseb(ICVI-- f3' - 21 LOADING(psp SPACING, 2-00 CSI. DER-. In (Loc) Well tPo PLATES GRIP TCLL 200 Rate Grip DOL 1.25 TO OAS Verl(LL) 0.09 S8 0888 240 W20 241!190 TCDL 7.0 LorNbar DOL 1.25 BC 0.39 Ved(TL) -0.18 S8 0439 190 BCLL 0.0Rep&man liner YES WB 0.01 Hou(f-) OM 3 we Na BCDL Mo Code FBC2011 P12007 Matrh-MSH Weight 27 lb FT=20% LUMBER- BRAOII TOPCHORD 2x0 SP No.2 TOPCHORD Stwooral wood sheathing dracriy nobllet or 6-(3-0 w purim. BOT CHORD 2W SP No.2 BOT CHORD RI,ld doll,dlredly applled or 109-0x throng. WEBS 2lWSP No.2 REACTIONS. (Iblsize) 3=11]Rlmhenlcal,2=332fi-38,5=99AAechanlwl Max Herz 2=1]e(LC 12) Max Uplift 3=33(-C 12),2=15NLC 12),S--%LC 12) MM 0.3=117fLC 1),2=332(LC 1),5=141(LC 3) FORCES (Ib)-M9x.CompA Ten.-All to 250(Ib)W Ie eltcepi wMm shown. NOTES 1)Wlr c'ASCE 7-10;VIM=130mph(3-second gue)Vaso=101mph;TC131-d.2psf;BCDL=3.0psf.1,2511;9=43X;L--24X;eaveAft:Cal. 11;Eap C;End.,GCpib.18;MFRS(dlredlonal)and CC Extran002)9-8-13101-33,Ioenor(1)1-&3 t0 SO4 zone;cantlievel left and fight exposed;and ver ical tell and d,M exposde;C-C Im members Wld forces 8 MFRS for reactionsshorn;Lorries, DOL=1.60 plate grip DOL=1 BO 2)Provide adequate drainage to present weer pondftg. 3)This truss has been deslgrad for a 10.0 paf ba8om Gard live load mnmraunent vnM are offer live loads, 4)-This stairs has bean designed for a live load of 20.Opef on the bottom cheld in all areas Where a rectangle"-0 tall by 2-o-0 ride will fit belwsen the bottom chord and arty other members, 5)Refer to girders)for Imes to truss connections. e)Provide mechanical connection(by others)of truss to beading plate ceeads of Withstanding 83 lb uqm at font 3,1Sir Ib uplift at joint 2 and 9 to uplift at joint 5. 7)Gap between Inside of lop chord beer,and first diagonal or vainest vreb shall not exceed 0,500in. L,,kW— NkJO�'pnpwsl�Yr4 aFAa X0TE50N TX5IMO NCLUMa MIERPEfENINLEp1eEIWT1Am.laWAVBEva aYUeLpna rnmaMeMWlyd wn�rmtharoarTlnlolh ..' Morge.one aPo1 PaM EWOn m[aYtYe lrpn llr6Rale FeMMa RIBN.IN STN1.991edIR.01e[atMIa VRII311. 1 Ti,FL 3M10 1 Job Thea Truss Typa ON Ply Melba Residerce nomas J160645 J21 Colter Jack 2 1 Job Patera"" 0 6onel Manning BOtleirp Slypiee, JeMomille,FL e.pl0a Aptigil a" OHMuatdea,Inca -.—J0612:59:25201T Pago ID:]Z2pvx_WOIO]UiKKgBGkLIyC4_aOHluBlylvw3npIX5eFAcz%zIZUISOi3i40Etry3pm Iso &0-01S09 eBale=l:le9 3 6.00 FIT ,¢ n 9 2 1 b4= 5 00 Spo Plade onsets an-- 12,044,0-D41 LOADING(psp SPACING- 2-" CSI. DEFL In goc) WO IM PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC a35 Ved(LL) 0.04 47 x999 210 W20 2*V190 TCDL 7.0 Lusher DOL 1.25 BC 0.25 Ved(TL) -0.07 4-7 a392 100 BOLL a0Rep Strass Ina YES WE 000 Horz(TL) 0.00 3 We Ne BCDL 10.0 Coda FBC2014]TPY200] Matrix-MSH Weight 19Io FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SWdund wad shealdlg directly apprel or 5.0-0 os puhtns. BOT CHORD 2x4 SP W.2 BOT CHORD Rigid"ling directly applied!or 1 d leasing. REACTIONS. (RAaize) 3=110RAechenlcN,2=293/0-58,a=56M1echanlW Max Hou 2=155(LC12) Max Uplift 3=-76(LC 12),2=153(L(j 12) Max Grav 3=110(LC 1),2=293(LC 1),4=8](LC 3) FC)MES. (Ib)-Max.i3ar,evida Ten.-Ail Idea,250(Io)We.except Wfien shown. NOTES 1)WIM:ASCE 7-10;VWLIt)Draph(3secoM gust)Vasd=101 mph;TCDL4.2paC BCDL=3.Opa1;h=2511; 3=15f1:L- 4h;apdr7 n;Cal. II;Em C;End.,GCp=0.13;MFRS hafted lorel)ale C-C Exlerlor(2)-13-13 to 133,Inteda(l)1-8-3 to 4114 zone;cardlever len and Ogle exposed;end vertical Mn end right egmsed;C-C la members and forces 6 MFRS for readbre shown;Lumber DOL=1.60 plata age DOL=1.W 2)This truss has been designed lot a 100 Pat bondm cMrd five load nonconcunent Mth ar,,other live too&. 3)'This buss has been designed for a live load of 20 Opsf do the bodan clard In all area"Tare a redargle M3 fall by 2-D0 case Will lit between the bottom chord and any outer members. 4)Refer to girders)for three to Ids canneatins. 5)Provide mechanical oonaddlon(byothe.)of truss to beading plate capable of wnhslaMling]fi to uplift at joint 3 and 1 W Ib uplift at (ant z, tlW4aXWd�VxYyaWpr{wmmnu=ear ased NYIE,ON 11N51aP IrCEYOEd en Ex f.d.faia.117a m.1.VN119eaddre E �r uva3"Wgrwwe W1"...as cmiwclwx lNSdeLgrkb MaYY WAn Wrsmders5lvwn.mM klorm MMWdlwldrg cannorenl nil ` bOi6Mlan."leave.Xw My[ap rY\A�ermulveilh dW�ycdJ' M o1�Yar�mrelart W pcWeYkicoilx+oM X�6tlmLora Meovertll IOB"aT.9a lglMtWNklo Pevenll FYr9MaWYMvl a reedoodaYaandmeMgWaxY�Matrxl bmlN-WaMlmvmli—w Mire k' @dwary legllW b sIRMYaMb pe�enlcdlgxe WImF Faux Jx'{lyadpePalydan�. rwpelW W gJ@ ce repadfq Ts peawl, laacyo.O&atlry.ABCWnad Mocbpol Muatl OgaU¢ryiknY ssMHfVIN1YbIy CrXMI.DMd9 mIXLYYMiq Carp. M1 T Fwka tel 1.1e . tdMY IrMmwXm av6Yle Iran Lus FM181uXMe.118 N.leo Slrael.9/IB JIR.Ne�aNM11 Vr1RR319. eiryrv.FL J%10 I Job Tnea Tmcs Type OLy PlyMd0e Revtlence of ren Ji808W J22 Coma Jack 8 1 JOE Reference(catchall Marring gdldrN Suppliec, Jeksornille.FL 3.0 1 0 6 A _1 , 2:59280 Fell IO.aZ2q^x_xOO]UIkK40GkI-IyG4aUUDGLDyNgDGPuIiLmPMyCEGNEMgmTry3pI Aa 300 1aa —I 'ao 3due 1'.13.] 3 3A 1i e mm5 b � 2 a s 1 zw- WeSao Plate on an- Ir9a-0ooat LOMM Ipso SPACING 27 C0 DEFL. In (tec) =VdO LN PLATES ORIP TCLL 200 Plate Gdp DOL 1.25 TC 0.25 Van(LL) -0.W 4-] a999 240 AR20 244190 TCDL ].0 Lumber DOL t25 BC 0.09 Ven(R) -0.01 44 sM 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Harz(a) 0.00 3 We he, BGDL 10.0 Coda FBG2014RPI20W M x-MSH Weight 112 lb Fr=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SmAural Y.mtl aleetNng directly applied or 3-00 oc pudre. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid oelling dredgy applietl or 10-0-0oc bMdng. REACTIONS. geAsize) 3=5PJMechanlcal,243 3-8,4d&Maclanlwl Mex Hors 2_-114(LC 12) Mex Uplift 3= (LC 12),2=150(LC 12) Max G.3=5](LC 17),2=230(LC 1),4=a9(LC 3) FORCES. (Ib)-Mac Comp.11osx Ten.-AII fomes 250 g g a leas except alien alloxn. NOTES 1)Wind:ASCE]-10;VUIt=IWMph(3 second gust)VMd=l Olmph;TGDL=4.2ps1;BCDL=3.0psf;R25ft;B"51t;1-241t;eav lfb Cat. ll;EVC;End.,GCpi�,18;MWFRS(dreclional)end C-C EMedor(2)-1813 to 133,IMenoRt)l-33 to 2-114 zone;Mnlllever len and mint exposed;and vaelcN Nn and OgM metal for members and forces 8 MFRS for reactions shown;Lumbar DOL=1.fi0 plate Site DDL=1.60 2)This teas has been daslgred for a 10.0 pat ponom chord live load ranconcurrsnl Nth are,other live loads. 3)-This buss has been designed for a INe two of 20.0pef on the bottom dmrd In all areas Mose a rectangle Sao tell by 2-0 Was fall fit Eet rr me bonom chord and are,other member. 4)Rder to gbdens)for buss to tree conneoilons. 5)Pm IW mean nlcal cmmectioo(by omaMl of 9165 to bearing plate capable of wihstanding 3311-Uplift at 16M 3 and 150 lb uplift at joint 2. � .-V., T^N�r aFa UHUTEseIl TXIa IMaF£FO NCLWEO.rOFER .a PA.F.11.w'. Is serum,U5E WIwn WAY sx u®oNyxT svh.J marc '—ht neson Is UaAaJY unxn uu—, rs.—I avl afa m.brae"—,—r,rof alnurMern.esrore rxe.11n Wklp o.— "dringhlmeqq{aAiCCdMINor Wxgrpaanef. w.' soanonare Rt nnfotte nt dYJ9Oxb#r RUCOgkdCMWNfowevenf[ucpkq nrRGNUixx lnsweEWfavMtlmemCnspaV. NMWxnllemFwyaelxmiaenrdat4g Neale Edwa.ewkm arwulNmarowWemlmoua+ewmnn+xew�mrrn Ls.rmuwwm�lva�mme. roreerera Puowareoadma se {YkalxnLlluWo.tlWr9rY.aaknaN h'oclrgollnR%IPgIN6MfmnSf�ANWM10u1h4aWM.pLa9aq K'91Milm9 CnTur•i aPoL PaM EY dN LMyM1Ygmmprrw6YAa M1an lr�s Fble MXN1e,418N Leo5M1eef.911e 312 NemHM.VR'MJII. Terrye.FL x]010 Job Thus Trus TYN Dly PN Melbe Reeitleme nomeTe J180645 J23 Cohurdeck 8 1 Job Relereue _ oW Marriott BUlNllq 3hRs. Jebomile,FL BD10eAp,202D18Mffi FrJe8 892 101pwD1O]DikKgBGLCa-ynZ )R% GnDDHOVNgWMFMZ 0Pry3pk -t e-o t0-0 I$0 LDO SOb=1:87 3 She 12 d 2 n d d t 2a5= 100 op PI i OX hu(XYI-- 12'0-1-12 P1-01 LOADING(7,Q SPACING 200 CSI- DEFL In (bc) MN0 W PLATES GNP TCLL 20.0 Plate Grlp DOL 1.25 TG 0.25 Verl(LL) 0.00 ) a9B9 200 k4T20 204/190 TCDL ).0 Lumber DOL 1.25 BC UAB Van(TL) 0.00 ) a99B 100 BCLL D.0 ' Rep Sbess Inc, YES WB 0.00 HoraCH-) 0.00 4 one one BCDL 10.0 Cade FBC2014RPI20W WWW MSH Weight:elb Fir 2016 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathng diredly appllecl or 1-0-0ac WhNns. ROT CHORD 2x4 SP No.2 BOTCHORD Rigid celling directly applied or 100-0a bmdng. REACTIONS. (Ibelza) 3=-10M1echanlfel,2212105-0,0=31M1edlaniral Max Hor,,2=74(LC 12) Mex Uplift 3=-14(LC 1),2=-202(LC 12),4a31(ILC 1) Max Ow I W(LC 12),2=212(L01),0=53(LC 12) FORCES, get Max.Comp.Mlax.Ten.-All tomes 250(lb).,I.ax,a A vfh.dhdm, NOTES 1)Wlhd:ASCE)-1P Vu11=130mPh(3-seo. d gust)Vas0=101mph;TCDL7.2paf;BGDL=3.Opsl;h=25X;B7 5ft;L44ft;.a ft;Cat, 11;EIS C;End.,GCp",18;MFRS(tlirediO al)and C-C EAmor(2)rope;cantilever left and right axpoesetl;end vedkal Went bight oM oeoe;C-C for members and forces&MFRS for readions shown;Lumber DOL=1.80 plate pop O0W BO 2)Thus those has bean ceslgned fora 100 per bonen chord INe load IrnW.nw„enl Who any other live beds. 3)-This Wes has been designed for a live leml of 20.Ofsl on the bottom chord in all anae where a redan lle 360 fell by 2-0-0 WMe will it bmyeen the Whom chord end any other members. d)Refer to girtlerls)for from to ones conraollohs. 5)PnNde mechanical connecAon(by oNem)of thou to team,role capable of wtihsMhMllg 14 lb uplift at joint 3,202 lit,uplift M joint 2 vM 31 Ib uplift at joint 4. Q WIWIMaWNNINWnpareninr•xrC eEdON nroe CN)hN4IN.AYCLWEe MTEx nEfENENCE Id.EYF),nnv.IYtlE?]IS6EFWIEYSE ..KIItl1Wd ONY. Mlmmdew�kxe.PdS lymk.�daJY P-��Wdpeiers6urvm.albkha,m MIN9of Weurnniu ptrot lnduporo �Iae u0.116 bultLp.ewTm noel veRN m0 iICd1IN01 WOg1lw0liet05 m]pa6tiY60aPaon apreiYumpowom", F+Wap d>Y2n aarlgk[Yuledkto pevaM.uclig OlYrlrLAtl Rlmws.W/gcMhtlmaroasOMY AdJlYmliNmpaaYm]pama6nib¢eq k• kR+mM1hMrhMl la Wtl111YUW bPev9hOcdMi`re MIR WNMO FpWgharyatl WgalY 14.Wpid9eFeidptlaicOlep0UR9 x10 ePo,GeM EYaM. Kwwl4xt AagR.OaMNy.Mecicnm]tlackgdlN6nadlnmsypenc rea.WWR11 CudNCAM;Med9 uMaeAPMgCWTu61N Tehrys.FL 9a610 YyNy Idpmdbn a✓6YAe flan 1nnrWlO MMe.RIa N.IeO5fiee1.allla e12 NomtlM1z VNY[3 Job Trym Truss Type CN Ply Melb t Retitlabe mom 01 0 9 J18060.5 J24 Dlegorol Hip Oiler 1 1 Job Relarerce a Mares,BWbing Supple., JaMmeftle,FL 8.01094r202016Mllieftemes.1nc. Fn Jan0612:59:27201] P&W1 ID:z rftoe x jOMikod3GkLsl e-y9reR RXPon]YOD3110OVEift&W UBWayJpk -2d3 LBO pa" 2i 5 4B0 63-04 4 Scale=121.5 AIDED NAILED 1 424 12 NAILED 15th MDED 3 NAILED NAILED 10 2 12 13 tl 6 1 NAIAD NAKED sl 3x8 i NAILED NAILED Ad 5 A = 9614 9614 Plate Orleans( YF- [210-31.0-1 1 LDADINO(Par) SPACING- 2-0-0 CSI. DEF- he Bot) Web IW PLATES GRIP TCL- 20.0 Plate Grip DOL 125 TC 0.n VaX(LL) -0.23 69 >462 240 Mr20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 VepTL) -0.53 69 >2CG 100 BCLL 0.0 ' Rep Stress mcr NO WB 0.19 HOOT L) 0.01 5 Na rge BCDL 10.0 Com FBC2014/IP20W Matrix-MSH Weight 3816 FT=2036 LUMBER- BRACING- TOPCHORD RACING TOPCHORD 2x4 SP Nn2 TOPCHORD Structural wood shed"dlreCly ppplb0 or S]-]oc purlins. BOT CHORD 2x4 SP Nn2 BOTCHORD Fill telling directly applied or l 0-0-0oc bracing. WEBS 2x4 SP No.2 REACTIONS. resize) 4=128 echanical,2-tlM-]4s,5=28BRAechanioal Max Hoe 2=183(LG 8) Max Uplift 4-103(LC 6),2-2]8(-C B),5=E4(LC 8) Max G.4=128(L0 1),2=488(LC 28),5=301(-0 28) FORCES (Ib)-Max.Comp.M Ten. All torte.250(Ib)or toss except wren shown. TOPCHORD 2-3=558/181 BOTCHORD 241-255/49] WEBS 36-5332]3 NOTES- 1) OTES 1)Wind:ASCE 710:Vue=130mph(3secmlC glut)Vasd=101 mph;TCDU4.2psf;BCDL-3,0ps1:h=2511;B=45M--24X;aave=4X;Cel. II;Exp C;End.,GOpi=0.18:MFRS(direobonaft;carte air left and ngM Imposed;and Yokel left and right exposed;Lumbi DO1=1.60 plate grip DOL=1 60 2)The truss has beam designed Lora 10.0 fell Whom CWM Me bed nonsoncumel AM airy other INe loads. 3)'TNa base has been assigned for a live load of 20.Opsf on Me Bohan Gwrd in all sees where a rectangle 380 earl by2-0,0 Ads .11 f8 redeem Me bottom churl aro any other members. 4)Rola to Beliefs)for truss to truss connections. 5)Feel mechanical unne,ron(by moult)of Wm to bemW plate Wal of wXhsranan,103 lb uplift at Idnt 4,2]816 uplift at John 2 and Be Ib upeft at lWe S 6)'NAILED'spil es 3Ind(0.148'x31)or2-12d(0148'x3.257 tae-nalls.For more Parallel rale to MITWS ST TOENAIL Derail. n In the LOAD CASE(S)section,loads applied to the face of the it.are rbled as front(F)or beck(B). LOAD CASE(S) Slander 1)Dead♦Roof Live psammo M):Lumber Increase=1.25,Plate loore u e-125 Unllonn Loads(plh Ven:14=-54 5-7-20 Concentrated Loads(Ib) Ven:10=4.3(F=21,B=21)11=68(F-34,8=-M)12_-62(F�l,841)13=-1(F-1,B=-1)14=-55(F=-28,8=-28) �WAMIHa nir sWeepWem—m4aEIa XOTEt ON 11X5 ANOWCLYOEO mIExaEfEMNCEGAOEY)<Am.l .VI69EPoEE1/4E Cetl9n vaXtllw uw oNV'Mm MlekDcwmckxs.116de9y,k LvxetlaYY V+w Wwnelers Tawilan]kbrm MMCutl WGhq canq^enl.rot IIIIReY+bm..alae uce.ll'a bYWptle\p,ermul veal lM gpklYlN IdeWjhgaanwlenadgcPMYWcapuab lMtlaUn Frolr,eovndl Ngpde�jr. 9a Jgxxt41MkI0 peVenl dctlrp elMVNlgl hiffiv 49th/acMxdnrerr�l9 WY.A�blxrnWUYT'�Prr^a'✓xalssM Mire k' kaNa/ere[F40d bhekfApaMbgevmledl[ge WMpmlYe CarxxxkVaY Wl paRalVhan�, rw Wra(IpkNn:e repwag Ms e0< isa . kM IbLslaaA.daemmaea4ce W[xacLgorM1u¢%RdII�E aMerrrt vceAN9grNIQbIY Cr9wYr.pMMOq Kat vlq CmpmAra nVa.FL FL 3%IDrun YyMy INumoxon uedrtleM1em Th®%aKMMe,RIB N.Iee31res1.911.JIR.NBvvx143 VAY1914. • Job Tluu T1uss Type ON Ply Mel0e Raeiderce 01P000 Ji60W5 J25 Jack-Open 3 1 JOD Reference(op4orep Memlirg Building Supplies, J3kaon ille,FL B.O10s Ap2J 2018MiTek lMllstnes.Ile. Ftl Jen 0812:58:23201] Paget ID:]Z2p aCftOT1ikKgBGkUyC4_a Qs'._dCtX]PH]PmmMEDIWC wpBPBgJb q3y 8-0 SO-0 1B-0 S09 Yale.1:10.8 3 6W 12 d ^ 8 2 4 S00 IN PfifleOffefii I2,01-0d 0041 LOADING(psi) 6PACING %0 C61W . OEFL In (lot) eft w PLATES GRIP TCLL 20.0 Fete Gdp DOL 125 TC 0.35 Ved(LL) 0.01 4-] >999 240 MT20 244/190 TCDL )0 Lumber DOL 1.25 BC 0.25 Ved(R) -0.O] 4-7 >092 180 BOLL 0.0 ' Rep Silase Incr YES WB 0.00 Ho]2(iL) 0.00 3 We We BCDL 10.0 Codes F9C201MPI200] Me01x-MSH Weight 1910 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing Nrectlyapplied or 5-04;ocp rim. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid telling directly applied or 1000 oc placing. REACTIONS. olvem) 3=110/Mechanical,2193rO30,4=5&M henical Men Harz 2=155(LC 12) Mex Uplift 3=-]e(LC 12),2-153(LC 12) Max G.3=11 D(LC 1),2=293(LC 1),4�`(LG 3) FORCES. (Ib)-Max Comp. rdc Ten.-All farces 250(ib)orless except amen shown. NOTES 1)Wind ASCE]-1Q Vult-lWarph(3-second gust)Vasd=101 mph;TCDLy4.2psF,BCDLd.Opsi;h=Q511;BJSX;L4411;eave=4q Cat. II;Exp C;Encl.,GCp1=0.18;MFRS(dlrectionel)aryl Elderm(2)-1 813 to 153,Interim(1)1-3-3t04-11-4Som;cantilever left and right exposed;end vertical left and fight elQtmed;C-G for Irrtmbers and forces 8 MW FRS for reactors shown:Lumber DOL-1,60 plate grip DOL=iSo 2)This floss has been deeignred for a 10.0 psi bpdom otard this load mnt»murrem With any other Ilve bads. 3)-This truss has been designed for a Isar two of 20.OIsf on the Whom chard in all areas amore a rectangle 380 or by 0 0 wide all fit between Me ton.chool end any other members. 4)Rehr to glydeQs)for truss to trues connections. 5)Prome mechaMcal connection(by others)of truss to pealing plate capable of wimmanding]e to uplift at point 3 am 15316 uplift at iomt 2. QWARNWOVYIA'4alenpvenierwruM PE40 HOiE30.VTI15IMe MLLVOEO M11EN aEFENINCE PIUEIM]IAnr.mAYN139EfOREU3E Deren vcd l uenwYY'MP MIWn&curreciwi R4Wtlgn kbeaJ Wy Upcn pxanetes..—1 lumY✓JlukMul tWdlrq cempxnnl.rot IIUBryilem.Berweoo.Msb . dmgmrbus"van.a¢4TMkadllyortba�dxdneiertam pePoriYkc^R ale xp mo` Lrlo a¢w . WdIV deA]rL I3uAq Mkale 1t1b10 geYent Wc41p ollMA]ix11M WBUrn1/d clad memCwawYY.PMMW bmpvdY W FaniaaridaeS9 "somkdrgirMe60br Greer,drdbn and b Wkq luaD Ld'+a33 NkfyadgWanY WnWe. Id9errertl Par�aa pi(IrO ate asses, LMdWe.OaFerY.ereclmaMlrt2M1gd fir c-L.l i 4NWMI OYJM4kwM.pYd3vq kCAkWgCwTd�e WWPW Ew BM4. yNy Ir/mritllpn owWtle M1dn lnalble kellluls.RIBN.Iee51ree1.91b]12 NeipHM.VR22)11. Tuiq.FL d9e10 Job Tune True Type OtY P// Melba Residence 019 801 J180845 J26 Diagonal Hap Giller 2 1 Job Mlbreaxw o tlmWl manning Butimag SupPliee, Jeksoardlle,FL &.D10sAwkLJyG4 M-1—h—, RirXUlJan 081UtTfR8201] Pege1 ID:iZ2pvw_vAjO]UIkKgBGkLIyC9_e-JJUOxF4Gx8f_OrlicKUKBmpeetUR1FGVNl(21Nory3pl 245 3810 ]02 3810 332 Sul-1:1&2 4 l� f's— r ILED 4.24 12 I'Us n 3 06 N91m do 1-11 Is, 1& x I AI S 5 1 N4 LED NAILED S14- Mi NAILED 3N= so ]A2 Plat Oftsea;KYI- 12,0.1-1Edgel tomm(pal) SPACING- 2-00 CSI. DEFT. in (roc) Wet LetPLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.54 VeMLL) 0.11 60 >784 240 W20 211/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 VeMTL) 0.16 69 >537 100 BCLL 0.0 ' Rep Stable nor NO WR 0.07 Mos(TL) 0.00 5 We No BCDL 10.0 Code FBC2014?TPNa(r Ma HMSH Weight SO to FT=20% LUMBER- BRUMANO- TOP CHORD 2x1 SP No.2 TOP CHORD Structural wood sh ss"M dlredly applied or 60,0 so pudlr s. BOT CHORD 2x4 SP No.2 BOT CHORD Rgld calling directly applied or 100-0ac bmcing. WEBS 2x4 SP No.2 REACTIONS. (INsize) 4=81aMechaNwl,2�2&0.&e,5=133M1echenlW Max Aw 2=153(LC 8) Mex UpIM 4=2D(LC 8),2=2W(LC 8),5=-32(LC e) Max Gray 4=W(LG 1]),2=W 1(LG 28),5=lM(LC 29) FORCES. (lb)-Max.Gomp.M Ten. Allforces250(Ib)wless exceptwrenMovm. TOP GHOHO 2-3-388/18 BGTCHORD 2-6-132/323 WEBS 3-6-34]143 NOTES 1)WIM:ASCE 7-10;VMt=130nph(&secolq gust)Vasd=tMMph;TCDL=4.2ps1;BCDL-3.Opsl;n=25X;B-15ft;L=24ft;emm-Ut:Gat. 11;EV C;End.,GCpi=0.18;MFRS(dinxtonal);cantilever IaM and dam aWMW;and summit left and right exposed;Lumber DO1=1.60 plate grip DOL=1.60 2)This muse has bean designed for a 10.0 pat boflom charm live bad nonwncunent At airy other live loads. 3)-This muss has been designed fora live load of 20opal an Vie batten charm In all meas where a rectangle 380 MII by2-00 Ads AN lit between the bottom charm and mry other members. 4)Refer to glNm(s)for muss to moss connections. 5)Provide medlenlcal oomlemllon(by ommu of Was to healing plate tapeta of wfthsteMllg W M uplift at joint 4,25016 uplift at Joint 2 and 321b uplift at Joint S. 6)'NAILED'Indicates 3-10d(0.148'x3')or 2-12d(a 148'x3.25')toanalls.For more details refer to MITWS ST TOENAIL Detail. 7)In Vie LOAD CASE(S)section,loads applied to Via face of the truss are noted as front(F)or beck(B). LAAO CASE(S) Standard 1)Dead a Roof IJve(balanced):Lumber Increase=l 25 Plate Increase=1,25 Undonn Loads(plo Vert:14=-54,5-7-20 Concentrated Loads(Ib) Vert 1R43(F=21,B=21)12 (F�l.13=31)13=1(F=-1.B=-1) WIFNWfi VaMytlWplpramalu.xp FE10 an.QVTX9 sea N'mLVOEO M1Ex FEFEAAHCE GA4E.lm1<1]m.Im4YNISaFPoFEVSE paY{In vtlMf ld uaeatly Wb,Mlek&cwuwlw.c MstleV(pab¢nlaYyu(bnp}omolars SwwtaMaloam MMCutl dNMgcanpaenl.rvil lale<irykm.seam ng lwwNgdoz�leamut vellN armsµ�e4wM of Ved�waalnlanagpu+ulYnoolprob lNOcµlntlblMonraNl aAaM daalml a«xgirraadato we'mnrlaKMre nitYlVxxxl tl.mwmaww dloadmamwwoxy. 1madpttoo-.amord Pwma<m l,..:lin' MiTek' tldwvli aepee]MelLLielyaMbwavanlcdlyewMlW�la laaxxxxtaEYatlggvaYdwn�a. fa WalatlPVblce aeW�tMl Ms an4 Pate EM BK. again, mashmImmlllm movemtgIXXIRKTtl MmMte31 ssaAX9VA MCMwYa.UM29iM NL SJ1nYDaIPa'erA .FL x3610 ]b1Y IIMaIp00n wtllYAe awntl�Pole MPxee.RIBNLea street.9111e 31 R.NeLauA41 VAYx919. ianp H Z, 5 o N @ a A 5 8 ; aw x 3� 2 D y m 3 _a A m mk I I r 0 w vZJ A cu �C.mOQ.$ a CO �\L' y Doak§ Q eJ OOZ gQ,° Oa� o �coc ¢ 5$�g O 3o'F.i o no nao 3 o9 ooOD mm' $ g3 yD ri nnm n mwnm � w' nv 3 � Z Ew&D3 9,m o000 0Syo 7S5 mo 3y mg mm�! m „x �..�m m p OAN n�J O'ntn J:,E mCyn ti 1Q y30: OnQ O40 � ° ° �D .O OO m .7m m a ° ao � �4'Fm £ m�$ c°� aroma O a ° gg3 ° ' � uy;m 3mo �m' °° N � m000 oa” 2 goate., no Z ° Doan Has � o _d Dan-. m'on 30 $v I- D mmom^-.o 000.0' a�.o mna � ; '^ ten oo' u'mo F g_Y6�K � 0 �00 � nm - p3� u m oro ? fs-.n3Z v-p 3O., c'm o „s, m -$ om3 m 03 n:� ?pn. j m'n� ° � �ow< m ai ° q oo'03 no \ „m mo m '1 m 'o ro m0000, w 5 ,0 OQ Om ES < �- �o � m .--a zi TOP CHORD J m .3 N VNVO� O'Ti� C7 m0 az m Cld �J OJ N D N � m Otn N C O ^2� ^` N ry-d --.0 �mm N In m N Nm Ay g 0 O yID (1 p 3 O R sm 0. mN � m N� mN 9 g DC V 0 a gz K 0 3 _ m o - N m , j0 og a N i a a > oid N " o z °g w D �m s O sn a w�a mx N o m v < Z pN $ m m m TOP CHORD w a o am n 4 sc s� m� �� we 4m Rog? 3 d`m� gag as re 8g °g o 383 �a �a m- oM 3 36gm E-0 ga g og a° �Q a'&_ S2 Ra$ 3D 30 30 9aa 3 mm� O „° mm� nS S� m' nm 39 m3$ 4 dmf �$ g�q� R N O ag �$g � O n Bo $ a U m0 3a 18 0 �g g2 g$' 3 �o n o8, 3a O no �a $� m gm 5 38 g'g $= m @ o 's@g n3 3g PQx 3 0affuO O $s R3 34 $moE�§ odi5. q n m TON 3 m $o �Q $„ �n �n m$ y$ nso y °!f gig! �$ a Og. Q - £m 1g a. $ �° R mR B3 4a oaj o sp a3� �� alo 90 n, o 1R o 3 8$ ' $ m - °g g& 98 g3 0» mon $a c n Q $ z$ $ q 0° a 3d 33 a3o �� 30og 3" 83 N s of o 33 g ox s g � da 93J $ dam v . 3 gR d$ S $ g n m3 Am R i nB 3r (� O ° O 3m a � rt N 'SJob Information 2332PrefrredDun Aveldrs Job#: 7160645 2332 Dunn Ave Pile#: Jacksonville,FL 32218 (904)751-0840 Salesman:John Ferguson Designer: Ashley Casey L32256 upplies PAGE 1 r-Job: [Jacksonville, s@mbs-corp.com(904) 260-2981 Report and Delivery Date Melba Residence DATE 01/09/17 381 5th Street Del.Date: / / Atlantic Beach, FL Cover Sheet rues Level: PROFILE QTY PITCH BASE CIA LUMBE0. OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP WT ID SPAN SPAN TOP BOT LEFT RIGw IFF RIGHr al RIGHT 1 8.00 000 A01 11.11.00 11-11-00 2 X 4 2%4 0100-00 01-O8-00 . 0100.12 3 am am A02 11-01-00 11-11-00 2 X 4 2 X 4 01-00-00 ii .�- 0401-11 1 8.00 0.00 801 iB-11-00 10.11-110 2Xd2%601-0800 01-08001 _ 050612 2 am 0.00 802 10.11-00 1611-00 2X42%401-00-00 '01-0800 0801-11 � . 1 9.00 0.00 809 1611-00 10.114X1 2X4 2 X 401-O8-00 08-01-11 _ 1 am 000 B01 24-11-09 20-11-00 2X42%401-0800 01-08-00 0801-11 1 600 om 805 211148 2411-08 2X4 2 X 4 01-08-00 01- : 0801-11 1 8000 O.W BOB 24-0500 24-0500 12 X 4.2 X 401.0800 0601-it 6 8.00' 0.00 001 050108 DS 03-08 2 X 4 2 X 4 01-08 00 0100.11 4 6.000.00 CO2 -......03.08._-. 109-0800 03-08-00 2%42X401-OB-00 00-07-16_ 080114 1 600 D00 COs 05-03-08 05-03 08 2 X 4 2 X 4 01 0800 '� 0348-H -- 0003. _ 1 8 00 0.00 C04 05-03-08 05-03-08 2 X 4.2X4 01-0800 00-0009 0340.11 i -0003•-___-. ___:_a.m 000 Cos 05-02-08 OS-02-0a 2%42X401-0]06 am 000 on 107-00 10-07-002X42X401-0800 o1-08-00 ! 0408-00 T10-07-00 2 X 42%4 01.08-00 0111-15 e.ao o.oD Doz __ 1a-07-oD8.00 0.00 E01 29-0300 2803-00 2%/'2 X 4 01-00410 01-0_800 080100 9.00 0.00 E02 - 29-03-00 260300 2 X1 2X4 01.0800 01-09-00 6.00 000 Eos 30-03.01 300101 2X42%401.0800 087-15 08-0415 6.00 0.00 E01 30-03-01 30-0801 2%92X4014)840 00-07-15 087-15 6.00 000 EN 29-03-00 29-03-00 2%42X401-08-00 01-0600 0807_15 8.00 om E06 2903-00 2903-00 2%412X401-0800 01-0800 08.0511 4 5.00 0.00 E7 29 0329-W-00 2X42%401-0800 080511 _____. � -1 800 0.00 E08 29-0300 2B-03-00 2%4'2X4 m-08004 8.00 0.00 E09 28-03-0029-03-002X42%401.0900 080511 0000__ _- 1__. _ - Witter. Job Information 2332PrefrredDun Aveldrs Job#: Ji80CT45 2332 Dunn Ave File#: Jacksonville, FL 32218 (904)751-0840 Salesman:John Ferguson r8ns Designer: Ashley Casey Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904 268-8225 ' Fax: 904 260-2981 jDel. Date: nd delivery Date Melba Residence � ( 01/09/17 381 5th Street Atlantic Beach, FL over Sheet Truss Level: PROFILE OTV PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB OJA HEIGHT PLV TOP BOT ID SPAN $PAN TOP BOT LEFT RIGHT LEFT RIGH! LEFT RIGHT 1 ' 8.00 000 G01 12.11-08 12-11-08 2X12%101.08-00 030]-15 1 � a.aD o.Do Goz�z-n-0a tz-11n5 2X4 2X6 al-De�aoD3.ao-o7_ _ 1 8.00 0.00 J01 05-03-08 050108 2%42X101-0800 0300.11 2 5A0 0.00 J02 0500-00 05-0P00 2X412 X401-08-00 -15 a� Z 8.00 0.00 J09 03-00-00 03-00-00 2X412X40108-00 010]-05 2 5.00 0.00 J04 0100-00 01.0 . 0 2X4'zX101-08-00 _ 01-045 1 8.00. 000 JOS 05-03-09 ,. 05-03-062Xd�2%4 02-11-15 _ 16.00 0.00 J05 0503-08 050305'2X12X4 02-it-15 2 600 0.00 JO] 01-0500 01-0100 2X42%101-0800 01-11_15 �.:.0 1 4.24 0.00 JOB W-0501 07 501 2%42X102-01-05 0108-03 1 4.24 000 J09 02 03 09 02-03-08 2X42X402-04a5 Ot-11-0] 6 600 ODOF J10 05-03-08 05-0308 2X412X401-0600 03-11-15 2 fl00 000 J11 0441-15 04-11-15 2X612%/01.08-00 0110-0_9_ � ._ _ 2 6.00 000 J12 0211.15 02.11152%12X401-08-00 02-1003 ULS 2 6DO 000 _J13 081145 00-1115 2%42X401-0800 Ot-1003 G 1 600 0.00 Jt] Ofi-03-0-8 05-0-30812%412X4 03114fi 1 8.00 0.00 J18 060300 1 05-0309 2 X 1 2%4 0311.15 �6L 1 43_.0.00 J19 0]0501 m-0501 2%12X102-01-05 0311-11 11 600' 0.00, J20 DB-05-08 05-05-00 .2%42X401-08-00 0104-11 1 600 000 J20A 06-05-08 . 0605-08 2X42%401-0800 040201 2 6.00 000 J21 05.00-00 O05-0-000 2X42%401-0500 030r-15 1-190 6 600 0.00 J22 03-00-00 03-08002%42X401-0800 02-0]-15 6 6.00 000 J29 0100-00 01-00-00 2%42X401-0800 01-0]-15 � 1 L 4.24 0,00 J24 109 00_14 _0900-14 2X4 2X4 02-0405 040403 -Builder: Job Information Pref2332 un Aveldrs Job#: J180645 2332 Dunn Ave File#: Jacksonville,FL 32218 (9041751-0840 Salesman:John Ferguson Designer: Ashley Casey r Manning Building Supplies PAGE 3 — Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904) 268-8225 ' Fax: (904) 260-2981 Report and Delivery Date Melba Residence DATE 01/09/17 381 5th Street Del. Date: Atlantic Beach,FL Cover Sheet runs Level: PROFILE QTY PITCH BASE OIA LUMBER OVERRAN CANTILEVER STUB CIA HEIGHT PLY TOP eaT ID SPAN SPAN TOP BOT LEFT FW'HT LEFT RX3HT LEFT FIGXT 9 a.00_ 0.00 J25 05-0000 05-00-00 2%42X401-0690 03-0]-16 2 414000 J26 0>00-02 0100-022%42X402-04-05 FLOOR QTY DEPTH BASE O/A END TVP INT BEARING R STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SEE LOCA N IEFr RIGHT LFR RIGHT ® 1 01F0Fol 111100 N 11-00 �. �'_ 01F02 lr 3 9 F1-H-00 1vn-oo _ ..__ O1FF03 7 A03-9_ 29-0300 -_ ® 1 - U1F4Nw-00 14-11-00 1411-00. FE 3 ® 2 01�-00 11.11-00-..1N1-001 i. ® 01-04-00 -. J FOaA 15-00-0e 150D06 3 Fo] 2].00.08 27-00-0e C 3 01-01.04 4-00 z 01-0 ' Foe 27-00-6e 27-00 ae C 3 01-01-04 01-04-00 2 F06�T1-00.06 27-00-0e 01#el ® 1 01F10 0600 00 00 0a o0 0141/-00 -- 4 F11 150100 150100 �t___ 1 F12 M-05A0 01OS00 ® 01 i F13ta 10-0]00 10-0]-00 ® 1 01F#14� 1P"4 1W-0 _ 15 01 F 1 F15 17-0306 1]-03-0Dy__ ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES raN-18 1 ss-umn ___.. W1-piCENTEIle LVL 2.0E 1 OM x IV- 22-0000 1 SSLIMTLJ_-. __ OnCENTEM LK 2.OE 1314".x16'__ 12-0600 1 SS-"n Spas-wCENTERV LVL 2.OE1NP x IT- 1 _SSLMATLBMI,anCE_NTERe LVL3.0E 13H'x 16"_ .....040600 __ Job Information 1:1 2332PrefDunn ldrs Job#: J780645 2332 DunFile#: Jacksonv 19041751- Salesman:John Ferguson Designer: Ashley Casey Manning Building Supplies PAGE O Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904) 268-8225 ' Fax: (904) 260-2981 Dort and Delivery Date Melba ReDATE 01/09/17 381 5th SDel.Date: / / Atlantic BCover Sheet rota Level: ITEMS OTY PL ITEM TYPE I SIZE LENGTH NOTES rtr�+e 15 1 Sn W5-.0 TERe LA2.0E1W4'XiS'- Si 21 - — _ 7HM22 pgg 3 !, •• !p ! i q-1 ; ;8bill; 1110,10 z1l {I` t a x m� w o ww w _0 _ N i hz i y� H N ~ ~ b a wom R 3 € 2 i Al rc ill� 5 C .« y 6 EE g X E — $ p — I nYMtlrv1J 7$ a _ � � o 3 - � S g O t1`y {s lef{! EI(#i a -_{�(i l i ll �i7if7+ij FS'f�F�� S"�� i v � ��`•^. 8� "�A FF Mh d+ ° E � All ] t !i'11 1''' i$ ; ►� lei .� B W; � � b 4 4 p '� O i `a E b a 5 2 5 � 7 x a - E u' E 0 'a All claims for error or defective material must be made within 5 days of receipt of goods ai EM I E05 EN FT n i L—t - g}g} J , pp _ ,001-00 189&W _� FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-I.VL 1899.31 ... BLUEI d prior to installation. Otherwise, said claim will be denied. T LOADING CRITERIA Roof Fkor Top Chord Lice Load 20 40 pus. Top Chord Deed Load 7 10 p.s.f Q Bottom Chord Live Load ' 0 0 id In BoOom Chord Dead Load 10 8 p of TotallLosid37 55 pu,J m Duration F9Ctor _ 1.25 1.00 Building Code FBC 2D14 RES n ^ Wdd Standard ASCE 7-10 -- �- Wind Speed 130 m.p.h. VAnd Usage RES.CAT II Bulking Exposure C Bulking Type Closed NOTE ,.a ma mmcnaii"Ina Dulare<bdgner o'.nn'.an PpPiW an adon pidna cen.ror mnwd ro suppvnna d _ —FkkhL end ffiuvure per reactions aim—mlry ."nsan' speaal 1f Ba TM1ti b2M1ena mr l�amasle iivi rn o,.win norglYd 21'T PLT FR lien mnnecWns)In nnv apace Morn,aaaammea by ere DLvbPr an appovdd Irvw 4pN pea in Ian.. 20'TPLT HT Mwmra Bwlae suPPlw isamiss momnant—, w ,,I.a iAU a are ernbe m npw evcnnee In NTCA I-ra&5 �1R 1-2/1R'PLT EST fn enol"am To).acmvref,,rl e�sclairrrr�a my ,peni rope W me me wnmecnw"'I didn"i, g 1-&18'PLT RT dmammm ire..me inawanon an,D.aora orewms nannumcruree Ly Mdmmra&aH/g swi`4ar:. Warning: cmwmimal Wnnrro,wxnw mnror rwrmaeM D,ao'ni w Ino resµvradldi Inn,darn ar,pleb mm oai w nuaa man na'.w 4`demrq mrsws are reueoriaem aeeMpMesaivW vw Maalnv areanI,n D2are wNan in a.aya rtpulatl b gavots loap'np BMGbrr✓M+/q CUlrg ar 'PM wane.Dreuv whits no,W r onn In ansa/ Pp onood"nt Sw Tr 1 nudes avnnre 1 ane rtmmmmLLSWnd IBM I43)M ruRM1Hinbma4u+. ' Trvava4 sM1Pll DP insldNde in d shegM aMyumn(ntiWn. where rw aneemrm Is Pppree dreMy ro Nre rop eMb Wtlom *nin cnoma. ana0eP emceeas apes?!M on ma Prgire _. eesgn.7 Trvsus mann,nane�mm reawnaae wn urmra arecaw roprerenl eamapP o.pers_mw lnjuy w sen Aa"I m Mhuaa.rrNa.M W1Wv. SHOP DRAWING REVIEW DISPOSITION axrvrma Daean Sqmt-inrimgc / A child :Renew of sWp d and os,in for pmlnlmanW with 1z al Map DDMYPI a d prgecs d d s dao relieve one INaftactor d el wi ft,Con kr dm ddaudio f o n Me Mryiwmdnts d the,Mp 6arnlla Comrenor slralldaewi tl..N.11 fieN meRwemems. avls- 0 APPROVED O RETURNED FOR CORRECTION I � suy� � aR6 O APPROVED AS NOTED ❑RETURNED WITHOUT ACTION 1 �-no. ouwavme $ ❑NOTAPPfloYEO ❑`OEMMENSSMITTALtfTTER Typical Truss Ends 3R — HU DATE CERT Engineer of Record: x Ex eNc. RCE . 5116 Jesse J. Jannette - FL PE 11161 ST.AUGUSTINE RD.12e #78623 � RSONVUE.Rtt151 11481 Old St.Augustine Rd 0202, Jacksonville,FL 32258 iManning Building INC..Y `/. Supplies, 8SSu Maps s, JWanvW,FL 3Y13 F- m (aw)zmatla Fn.I6oQ ffi41891 VNN/MaSCORP.COM JACLRU55 MBBLORP.LCM Referred Bkrs Melia Raekern e 3822 ONCENTER BLWOIST 75132.... BLUELINX ON-CENTER RIMBOARD 16432 N.T.S. 110i7 AC J180615 All claims for error or defective material must be made within 5 days of receipt of goods an NOT WAL O W x% WAL g TRIP Betz BM3 }Q 3� SFO 3 a BMA 3 _ - o - - 3 W3 I W2 ' M] i FLORIDA PRODUCT APPROVAL CODES: WTEK PLATES 16638._SLUELINX ON-CENTER-LVL 1899.31 ... BLUELI -- — prior to installatlon. Otherwise, said claim will be denied. LOADING claTew Roofl Floor Tap Chord Lim Losd 10.00 40.00 ps.f.� Top Chord Dead Load 700 10 Do P.s.f S: Bottom Chord OBottom Chord ead oatl 0000... 0.00 p.s.f� l5.00 Ps f LLS AND TRUSSES HELD BACK !iota��oad 37 55 ps.t OR SHEATHING ON EXTERIOR -n Duration Fai 1.25 1.00 ONLY. 0 Building Code Fuc 2014 RES M wind Standard ASCE 7-10 TRUSS TAILS AS NEEDED. 0 Wind Speed 130 m.p.h. 212 0 Wind Usage RES.CAT 11 20 T'PLT M Building Exposure C Building Type Closed 10'1-2H8'PLTM _. _.__—. _ NOTE 9-1-2/16-PLT M _.. _._. ,,a are an ,dd id, ow6an dr,. ne.w amAlMpm at Schedule awme an al.,re Win nnSon rrav erwea ro aapyaow ce Wins relanocrror"imsbr'�nrw eaaFn.nf-wrevaaylb " 'ct 14 Ilal.wnneanr,.tns,aAam w,ceaasnow ern. 26 14 euimar an aApmuee nun IawuR(amr ro IaancalPn. 122 21 Menninq Bwld.g SYq%es ieehu89 manulectulB.Wb9e ___ ,e(andr iea ae..m lMn 6ascre'In Arl 1-1995 Beam Sche U e (seyion5 fi0 era 103.Acmeavelf"l M1se"Fra wy na[,over, .a or"Ma W'1#MYV"despn,dmnpn I Length Plies Net Oty odor Ise,byM nemsa9w.o em oay wmraees 28-00-00 3----3 ma uredmae_er Marmry erddrp s Ppes.. _.._. 12-00-00 2 Warnin : 12410-00 2 2 '.,. lonwordn.rmnwea..endoerene enedn¢rs nor 4-00-00 2 2 Lha naxw,iar�naaa eves.9.1 pare merven ii or hula v,r,war.vend datura nv—we wuem.em ,ben rrom,vmal adNae nor" 9erection ri wnlmrs aM'aya.Wp/edb peHnf Inaba.BM gland ig OYNe d,,,,en;apnparopame. so, ssoywhim mar w�epunum a �ewmrernanons ecsa iai r�mm�.a�� ' Trvnes aea40e inSalb]ina SniyM era qumE yvtim. Where m eMelMry la appb'I dirxHY m me b0 a.MW MYan ,Mtled . ean oahonoree viabeem]as sgnPMeanee_MWiv.re daaodn. 9 dwegat 10 antiviral darner aow-warerovi SHOP DRAWING REVIEW DISPOSITION ist,royaws ti anchor by bander FLOOD MUM ATT'll review m,tarp drawings is only for conformance wird " a m RaIll as the design conaepl of dnd pran,l a1M does rat nTeve be conneatm of bapersordi,for any devivion from the leauirerni of the slwp 19" i drawings.Carl shell determine and verity all field meOW ameMs. Vs ID APPROVED ❑RETURNED FOR CORRECTION slrr bate 0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION O NOT APPROVED O SEE TRANSMITTAL LETTER Typical Truss Ends COMMENTS a DATE Ti ze6T� Engineer of Record: LS8e INE NB.INO. FL CERT 258416 Jesse J. Jannelte - FL PE n416 augus 12112 #78623 JACKSONVILU.R3 11481 OM St.Augustine Rd 1,202, Jatluo Ua,FL 32268 PR.Wdeenw IManrnng u1 ingSupplies, INC. sEMBsJxNecnvib,FL YlYb Phadn'FavjfJ�9)sasiIWhVJ M"6L0"COL bkl=ddgarbSOORPCCM 361 1 Y X ON-CENTER BU-JOIST 15/72.... BLUELINX ON-CENTER RINIBOARD 16432 N.T.S. A=17 AC J160645 11'<" m 4 C R.L i I m ! m 3'-0 9'-IHi" 3 Im e a r t Ib" I b O r ! Q c -- � (mPZ R 10 BAT n g 8 y ,p�, scn stre®c IWlLOIeL I'�IGHf Z9 1 � I � ' (ti_ I � ii L 1 �RtM FF6 70 PZAC-oF QooP FEB 1 5 2017 M'BR.L I i 1 i VQ — 7 n� LU 0 1 Q Td 'u mz p D Z 0 � ---- ie'a" IOW D � R �j✓I W INQ 061414r :L9 9 Stn street Fzo'^ FFE io P 'OkOOv FEB 1 5 2017 I MAP SHOWING SURVEY OF LOT 36, BLOCK 7, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I I LOT 37 I LOT 35 I LOT 33 (50.01' FIELD) FOUND IRON 4' CHAIN 50�00'4' VINYL FOUND Y2- IRON PIPE, NO CAP LINK FENCE o� FENCE 0.2' �' PIPE, NO CAP - - _ 0.5' A �p x '`'Ory 0.6' z 12.3 +p. 10 2 40 WOOD� e z 17 �' S12 HED Np. 77 ,7 ,�8 SCALE: 1 = 20 5 `3 '`a� STONE STONE WALL p• p1 WALL �1 + �6 A h STONE WALL PAVER O DECK °� +'`° w O� w z O• 5 POOL z � 1t` 5� �p z 1 5 �,�0� CONCRETE a x (0 o POOL DECK �p O• GATE 01 6' VINYL 25.2' 17.4' x FENCE p„ POOL Q m _W o PROPANE PumpO Ld LOT 38 I z TANK' � LOT 34 i p 1 STORY LEAN- I O N LO BLOCK oT °� x C5 r j RESIDENCE c °tK z x NUMBER 381 Y w U Z O IRRIGATION CONTROL m z x ON VALVE > "Tc IRRIGATION PUMP OrO �0 1.6' 3.9'U 16.2' 3. LL J 0. '� 4.4' (3�1TE 6.2' 6(i- m o VIN x w FENC m GUkFRED <UJ Lli J BRI = hl cV �iJ Q / V) N N < L-Li�3 / \ U) z \ META ,GATE 6.2' 7.7' 4 I o,• 1.2'CONCRETE ti� �O x 9.9 BLOCK ,gyp �O CONCRETE WALL BLOCK WALL CLEAN N N o 2 I OUT � p °'l w :lj 0o I c L V O 150.00' D+ ryWATER METER o,� _ FOUND XZ" IRON-r-9 FOUND V IRON PIPE, NO CAP 0.00 PIPE, NO CAP ( .96' FIEL t• w 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. .1b' FIFTH ST. x(b tK 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: 40' RIGHT OF WAY PAVED PUBLIC ROAD A = 90*12'2 " BENCH MARK: B = 89*46'1 E" SET MAG NAIL IN PAVEMENT. C = 90,09'3 " ELEVATION = 8.46 N.A.V.D. 1988 DATUM. D = 89'51'4 4. NORTH PROTRACTED FROM PLAT. 5. BENCH MARK USED: FOUND MAG NAIL AND DISK LB3672 IN NORTH FACE OF WOOD POWER POLE N---AR NORTHWEST PROPERTY CORNER 352 FIFTH ST. ELEVATION = 1102 N.G.V.D. 1929 DATUM. ELEVATIONS ON THIS SURVEY HAVE 3EEN CONVERTED TO N.A.V.D. 1988 DATUM. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031 C0409H, REVISED JUNE 3, 201 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BOATWRIGHT LAND SURVEYORS, INC, DATE: DRAWN BY:: GP MARCH 1, 2016 FILE: 2016-0222T 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 i DESIGN SPECIFICATIONS: GENERAL NOTES: j 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with HULSBERG Architectural,civil(site),electrical,mechanical(plumbing and HVAC waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC. Code, Residential,and the Florida Building Code,Existing Building(as applicable). ( ) (p g ) g, and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 2"to 2" m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. W P:904.886.2401 F:904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type s www.HulsbergEngineering.com of construction and occupancy. 9. Slabs on rade shall bear on structural fill which shall be clean sand free of debris and e�' R:25846 Basic Wind Speed: 130 mph Y g Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least o + Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection € ��$ ;C `•. , 1�0�, Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment Building Type: Type T e: T V Construction bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation, backfilling,and compaction ' N ' . construction. Wind-Borne Debris: NOT located in the wind-borne debris region is completed. w:-•` ri�i Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be ' 3q commencing work. o 0 e owner and/or contractor. Examples of such items include, but shall not be limited to, g compacted to a density of at least 95/o of the Modified Proctor Maximum Dry Density eo determination of grade elevations,drainage features,and special requirements (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. C��`�. !y►j associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3 G , `•----- w® plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: , io��o r DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth � pl $ 7a 2" Concrete exposed to earth or weather JESSE J.JANNETTE,PE Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 /z"Concrete not exposed to earth or weather - FL PE No.78623 The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except s COMMENTS: wood subflooring over wood truss,wood ]-joist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following W covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum _ �. shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum . .J (� 0 Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) CL � O H '� Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report, 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. }:. ® lit Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of E (3 m 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs bolsters,etc. necessary to support _ '" _ 0 ❑ p p Y ❑ DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have W 1- .4 ❑ specified in the soils report shall be followed unless more stringent requi:-ements are m C� Z Ix Z ends which are plastic tipped or stainless steel. Floors: specified in these plans. o •.... U Q O 4 Exterior Balconies: 40 psf MASONRY: o ..�..... 0 }.. Exterior Decks: 40 psf CONCRETE: ® � Stairs: 40 psf(or 300 Ib point load) General: Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements far � V* LL. NJ W 5. All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301 1. All masonry work shall be in accordance with Building Code Requirements for � W ;�. CL M to Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI F` W M W Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11 Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500psi- W With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fc=300upsi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of > W With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". cc Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150} 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. MELBA RESIDENCE DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis;salts,organic material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU): PROJECT: Walls: 381 5th STREET Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-11 B, Hollow Load-Bearing Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and "Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of ATLANTIC BEACH,FL Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1900 psi(fm=1500 psi). JOB NUMBER:16,1652 COUNTY: *L/180 for exterior walls with interior gypsum board finish. drawings. a Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following SCALE: 1 - Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: -14 (U.O.N.) Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum DO NOT SCALE THIS DRAWING *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum RELEASE DATE: 01-11-17 #bars: 30"minimum s REVISIONS: Roofs: Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts. Total Load: L/180 = 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY: m DJM height exceeds 5'-0 - CHECKED BY: MJB-JJJ 5. Beam reinforcement shall be continuous across control joints. TITLE: GENERAL NOTES w SHEET 1 of 2 SHEET: S-1 Clay Masonry(Brick): 13. Fasten plies of 1 3/"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: ULSBERG 2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c. 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 3-ply beams with 3 rows of 0.131"x3'/4'nails 8"o.c. each side 1. All window,door and soffit assemblies shall be designed to withstand the design p y O 3 @ ( ) pressures indicated below and shall be installed in accordance with the manufacturer's ENGINEERING, INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 / long SDW screws @ 12 o.+ p - requirements. 11481 OLD.ST.AUGUSTINE RD.,SUITE#202 32258 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: JACKSONVILLE,FL. P:904,886.2401 F:904.260.4360.43 67 vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall w www.Hulsberg Engineering.com openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and FaI)rication and FLORIDA C.A.NUMBER:25846 o.c.and placed within 12°of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded Connections: AWS D1.1 �„� � �� e��0'iir 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572 tFy=50 ksi) E V '+ V/V- have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORSc , ; 22 gage by 718"corrugated and fastened with 1 3/"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy-50 ksi) le or strand wire veneer ties shall be used at CMU walls. SOFFITS (pSf) 3 Adjustable e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) ` f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or -- s 4. Unless otherwise noted on the plans,a steel angle L4x4x114 shall be used foraASTM A53(Fy=35 Iasi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) supporting brick veneer over openings. This angle will not be required for arched ' a � Pos Neg Pos Neg • � ; STATE OF W windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. •` s, 4 the steel angle shall be attached to the wood framing with 3/"x 3"lag screws @ 12" ? ,, �. E ORO .-` � �•'` 0 to 20 sf 18.3 -24.5 18.3 -19.8 o.c.or Simpson%"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flam,-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 ,. 6f E,P E q y p FL1'E No.78623 shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 N COMMENTS: 1. All wood framing has been designed in accordance with"National Design Specificatio 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 -24.5 18.3 -19.8 Base Design Pressure 15.50 GCpi= ±0.18 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior - grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 3 a the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP(5) 3. All wood members exposed to weather or in contact with masonry,concrete or soil a=3.5' shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. - TYPICAL INTERIOR ZONE(4) 4. If ACO treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50. If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, f United Steel Products(USP), or Engineer approved equal 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for j Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM R F1554, Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 3. All metal connectors and hardware which are exposed to the exterior or in contact ( I 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per - registered Engineer's seal for approval. Design notes shall include the rated load ASTM A153,Class C,or ASTM B695,Class 50. capacity of the truss to truss connectors,and the manufacturer's license to fabricateOFFICE COPY trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor m CLIENT: 8. Jobsite handling and erection, including temporary bracing,during installation of adhesive. 45 MELBA RESIDENCE trusses shall comply with TPI/WTCA BCSI 1. ( �J ROOF COVERING: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened PROJECT: to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 381 5th STREET Connection Schedule. system. ATLANTIC BEACH,FL 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the N JOB NUMBER:16-1652 COUNTY:DUVAL detail as shown in the structural drawings. manufacturer's requirements. 3 SCALE: -0"(U.O.N.) 11. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING be provided by others. Manual,"and the manufacturer's requirements. RELEASE DATE: -- __-� 01-11-17 y 12. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM F_1514 and be installed according REVISIONS: specifications: to the manufacturer's requirements. LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. w DJM Fc=750 psi Fc=900 psi CHECKED BY: Fv=285 psi Fv=310 psi MJB-JJJ TITLE: GENERAL NOTES w SHEET 2 of 2 SHEET: S-2 r, 12"x 12"DEEP FOOTIN 34'-8" 2„ © WITH(1)#5 CONTINUOUS 121-0" 10'-10" 11'-10".. ........... ...... .............................. N STEMWALL ULSBERG AT STAIRCASE BASE ENGINEERING, INC. ... .......... .......... SEE DETAIL ON SHEET S-10) .......................................................................................... ( — <•:: :•;;s::-:•c:•;::t:-=;:;;:t::•:;:::s::•:r::::::::.::...........-:::c::•;:t — — — — — —— — 11481 OLD ST.AUGUSTINE RD.,SUITE#202 —1 f —I _.. _-• JACKSONVILLE FL.32258 ;;;•::::::i;•:::: :::::::::::•;:::.;.::.::.::::::::::::;...: .:- L P:904.886.2401 F:904.260.4367 EP www.Huis neering.com ui NIF- • �Iy `9 ❑ ; ;•:::;:::• 1 Tx" N 2'-8" 2'-8" �, 'v5 '0 ~ 1111 low 24"x 24"x 12"PAD FOOTING— ¢ "' 24"x 24"x 12"PAD FOOTING `� • WITH(2)#5 EACH WAY 3'-0" ##?y� N I ( WITH(2)#5 EACH WAY m •`. r N 8623 s _.. ;: d e • (TYPICAL OF THREE) "' :::. _ (TYPICAL) :>: :::s. ..... :•}L:-i.:;:.::......;"•`•'.".....»`'T......":"•`"•.=.....'•.'•`."_":::;:;-:::;22::"""":i-:-:-:;_itis.:'"-'.•'.•."•."i;:'.,,"'.`. .m:;=."•.•:->:.: �" n n SEE DETAIL M ON SD 2 ;>.;: :: :•;::::.................... ---............................_................................................................. CJ SEE DETAIL U ON SD-2 _. w. + X. ....................... :-:.-:. '� 8TA OF OTHERS— H. L PAVERS BY 0 :-�:��"r�-:. '� L NXL co Z 61 JESSE J.JANNETTE,PE FL PE No.78623 H ti COMMENTS: G >:s SD-2 I `� 24"x 24"x 12"PAD FOOTINGIs - - _> .`' "' WITH(2)#5 EACH WAY I L I AT BM-1co - R CnSEE DETAIL"P"ON SD-2 CN \ Ln ` 51-61' 4"CONCRETE SLAB WITH 6x6 W1.41.4 WWF OR ss' D —I"' FIBERMESH OVER 6 MIL 04 VAPOR BARRIER COVERING I I CLEAN AND COMPACTED FILL I C? 5,0„ 5'-92„ 5'-82„ 14'-0„ I o U) 60 cn .21 Li B — �IN — SD-1 N o I I - - _ — I OYFFICE-0 COPY `l 5'-3�" ( 36"x 36"x 12"PAD FOOTING H 10-2 4-5 °� 2 WITH(4)#5 EACH WAY I I I ( o AT BM-5A/BM-5B NOTE: R CLIENT: ELBA RESIDENCE o L —— — — —— — ——— SEE DETAIL"P"ON SD-2 GROUT STEMWALL SOLID AT ALL EXTERIOR —— —— I LOCATIONS OF HTT51 HTTS-KT HOLDOWNS. N m PROJECT: .� i:—..:.;ter-:-;��stcy:•t�:�•?�„.%{:: # --:;:. .:>:;.;—::-::----;:;::::::._.;.:.:;>:;;;:::;;. I I s 381 5th STREET > ;;::•::•;;;•>:> ;; ALT: = === ..= ......= ' I — — — I GROUT MINIMUM UPPER 16"OF STEMWALL ATLANTIC BEACH,FL ...... ...:::::::......................... :;.......:..:..... K I I o I I JOB NUMBER: COUNTY: C? C 16-1652 DUVAL SD-2 I o I I 3 SCALE: y„ , „ E = 1-0 U.O.N. j N D R DO NOT SCALE THIS DRAWING sD- 24"x 24"x 12'PAD F OTINGC J I I I z RELEASE DATE: 01-11-17 WITH(2 #5 EACH WAY I1 T REVISIONS: m 01-31-17 EE DET IL"U�'ONCAL) S 1 I 1'-4 �� 2 I 2 :.: =DENOTES TWO STORY S ( 2 9-3 61-311 EMBEDDED STRAP AT FOOTING CONDITION SPECIAL EMBEDDED ( ( GARAGE DOOR OPENING DRAWN BY: DJM NOTE: I STRAPS REQUIRED I I SEE DETAIL"F"ON SD-1 CON rINUOUS FOOTINGI AT"NARROW WALLS" = y CHECKED BY: . CJ SUGGESTED CONTROL JOINT MJB-JJJ ACROSS GARAGE SEE DETAIL" "ON _ _— I LOCATIONS(SEE DETAIL"T"ON SD-2} TITLE: DOOR OPENING SHEET SD-8. _ - FOUNDATION PLAN —— — — CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR 9'-8" 5'-0" 12'-0" r Q N 8'-0" TO CONSTRUCTION. y SHEET: _ FOUNDATION PLAN o S-3 34'-8" mco Q ADD FOUDATION FOR STAIRCASE N J L I i I ±2xl WALL FRAMING NOTES: UL ERG D SW 3 SW-3 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE — — — ORCH BEAM 3)2x12 PORCH BEAM ENGINEERING, INC. = = — NOTE: CONSTRUCTED WITH 2x6 SPF No.2 STUDS - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 III THIS OPEN PORCH CEILING REQUIRES A @ 16 O.C.FOR PLATE HEIGHTS UP T010-1 Ya -U.O.N. JACKSONVILLE,FL.32258 (2)2x12 HEADER 2i P:904.886.2401 F:904.260.4367 2 J 1 K III w MINIMUM%"SHEATHING.FASTEN WITH 6d 2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL www.Hul n Lr eefing.com z: Lu m COM OR BOX NAILS AT 6 O.C.ON EDGES y REFER TO SHEET S-10 FOR 0- w N III AND 12"O.C.IN THE FIELD. BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS C 4i I STAIRCASE FRAMING (2)JACKS v o III NOTE: @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y8"-U.O.N. y ��'►°� v• ITY$#� J' MIN. z �, r (3)1 4"x 9 4"LVL III EACH EXTERIOR POST SHALL BE TREATED O v OR E N 6x6 POST ON ABU66-Z POST BASE.STRAP 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS . ♦ • U (2)1 4"x 11 4'LVL SD-7 II v POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP "FLEXIBLE"(SIDING)-U.O.N. w io ' ' viv 2 J 3 K SW-3 III OR(1)MSTA24-Z. NOTIFY ENGINEER OF ANY VARIATIONS. - -— — (2)2x12 TYPICAL ALL POSTS-(U.O.N.) s ` 13 SW-3 SEE DETAIL F ON SHEET SD-7 ;„ $TATr NOTE: S -3 _ III EACH LANDING/STAIRCASE POST SHALL LUC210-2Z HANGER AT LOWER III � BEAM(9'±)TO POST � �� '••..�• C?��*► BE TREATED 6x6 POST ON ABU66-Z POST BASE. :: III w _ i�ss�,N SEE DETAIL"F"ON SHEET SD-7 m � . " III 0 JESSE J.JANNETTE,PE = o ILIIFL PE No.78623 cn COMMENTS: III X � IIl N (4)2x6 BUILT-UP III v BM1 POST(MIN.) E III _ III SD-7 € (4)2x4 BUILT-UP NOTE: INSTALL SOLID BLOCKING BETWEEN C? POST(MIN.) FLOORS AT ALL SECOND FLOOR E m � IIII ~ FRAME BATHROOM WALL UP TO BUILT-UP POSTS. o .• 10'-11"PLATE HEIGHT ± IIII SHEARWALL LEGEND: U W� Q o IIII ......... = NON-BEARING WALL o SOLID BUILT-UPS OLID BUILT-UP (4)2x6 BUILT-UP o = BEARING WALL o N ... CORNER(MIN.) CORNER(MIN.) IIII POST(MIN.) m ... . NOTE: SW-6 BEAM IS NOT CONTINUOUS OVER o = SHEARWALLS FASTENED WITH BM3: (2)2x4 BUILT-UP y POT MIN. SUPPORT. PROVIDE MINIMUM 3 8d COM(0.131"x 2%" NAILS @ BEARING FOR BM-5A AND MINIMUM 6"O.C.ON EDGES AND 12"O.C. $M2 2"BEARING FOR BM-5B. ON INTERMEDIATE SUPPORTS. SW-3 (2)2x4 BUILT-UP dillI 2x6 FRAMED WALL = SHEARWALLS FASTENED WITH z w POST(MIN.) *(4)2x4 BUILT-UP °a Q N POST MIN.-. m 8d COM(0.131"x 2%" NAILS @ CLIENT: cn = ( )_ SEE DETAIL H 3"O.C.ON EDGES AND 12"O.C. ON SHEET SD-4 MELBA RESIDENCE o (2)JACKS ON INTERMEDIATE SUPPORTS. y zz N N MIN. U SW-3......................SW-3. .. SBS = SHEATH BOTH SIDES OF WALL m PROJECT. Ll AT INDICATED SHEARWALL381 5th STREET ONT.(2)SPANS .............................................. ATLANTIC BEACH,FL E NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY: NOTE: rrQ(��(2)2x6 HEADER ii SD-7 T SCALE: 16-1652 DUVAL 3 THIS OPEN PORCH CEILING REQUIRES A 11 2 K - %" -1'-0"(u.o.N.) — = WOOD FRAMED HEADER LEGEND: E MINIMUM%"SHEATHING.FASTEN WITH 6d o DO NOT SCALE THIS DRAWING COM OR BOX NAILS AT 6"O.C.ON EDGES GARAGE DOOR SHALL BE SIZE RELEASE DATE: = AND 12"O.C.IN THE FIELD. OF HEADERN � RATED FOR A MINIMUM 01-11-17 GARAGE DOOR NOTES 2 2x_HEADER REVISIONS: NOTE: DESIGN PRESSURE 1 01-31-17 EACH EXTERIOR POST SHALL BE TREATED OF 19.1 sf± J K _ 4x4 POST ON ABU44-Z POST BASE.STRAP —p 1. INSTALL(�MSTA30 STRAP AT EACH END c OF GARAGE DOOR HEADER.NAIL STRAP QUANTITY UANTITY DRAWN BY: Q POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP GARAGE DOOR SHALL BE INTO HEADER AND JACKS BELOW. OF JACKS OF KING STUDS DJM OR(1)MSTA24-Z. RATED FOR A MINIMUM CHECKED BY: TYPICAL ALL POSTS-(U.O.N.) DESIGN PRESSURE 2. EMBEDDED STRAP AT EACH END OF GARAGE - MJB-JJJ SEE DETAIL"F"ON SHEET SD-7 OF 18.1 psf± DOOR OPENING SEE DETAIL"F"ON SD-1 NOTE: TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT CONSTRUCT USING APA NARROW WALL73- _ _ (2)2x10 HEADER SHALL BE MINIMUM(2)2X6 No.2 OR BETTER FIRST FLOOR METHOD WITH HEADER CONTI UOUS ACROSS J (2)2x12 HEADER L_ 1 J 2 K SYP.INSTALL MINIMUM(1)JACK AND SHEET: RETURN WALLS(SEE DET IL"A"ON SD-8) (1)KING STUD AT EACH HEADER(U.O.N.) - ST FLOOR Q STAIRCASE FRAMING S-4 E. L ONT.(2)SPANS NOTE: ULSBERG EACH BALCONY POST SHALL BE TREATED WALL FRAMING NOTES: 2)2x6 HEADER / 6x6 POST STRAPPED TO FRAMING BELOW 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. SW-3— 1 J 2 K 2 2x12 (2}1 a"x 11 4"LVLc� WITH MSTA36-Z STRAP.STRAP POST TO EACH CONSTRUCTED WITH 2X6 SPF No.2 STUDS = 11481 OLD ST.AUGUSTINE RD.,SUITE#202 — — _ _ BEAM ABOVE WITH(1)H6-Z CLIP JACKSONVILLE,FL.32258 cn GUARDRAILS BY OR(1)MSTA24-Z. @ 16 O.C.FOR PLATE HEIGHTS UP TO 9'-1/$ U.O.N. W P:904.886.2401 F:904.260.4367 :( )JACKS\ Q o Y BUILDER IIII III NOTE: 2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL www.HulsbergEngineering.com NFLORIDA C.A.NUMBER:25846 a THIS OPEN PORCH CEILING REQUIRES A MIN v = II MINIMUM Y8"SHEATHING.FASTEN WITH 6d BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS z �., III X, COM OR BOX NAILS AT 6"O.C.ON EDGES @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1%"-U.O.N. �,��` �� JAN 10 AND 12"O.C.IN THE FIELD. a �• $a �' u III 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS .' �, ®, �► a� IIII E "FLEXILE"(SIDING)-U.O.N. I` �� ' (2}2x6 UILT-UPJ...... SW 3 SD-7 NOTIFY ENGINEER OF ANY VARIATIONS. a PO T(MIN.) -- (312x12 ,IV - STATE OF t z +Y iii �I0Np>1�1.1 rr$s�o Q W Y m�e4 ITE,PE Lu LJ 6 Q N Cn CJ7 W N = - FL PE No.78623 (2)JACKS F- s COMMENTS: N 0 Ll MIN. o E ........ ....Lu o NOTE: 0 2)JACK STUDS& INSTALL SOLID BLOCKING BETWEEN a, III= 2)KING STUDS 1 m o III --'', FLOORS AT ALL SECOND FLOOR R BUILT-UP POSTS. ~ � t SHEARWALL LEGEND: Q IX `– 3)JACK STUDS& "' SD-9 = NON-BEARING WALL Q o :::. 2)KING STUDS LL_ BEARING WALL R cn x - SW-6_ m �� = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2 Y)NAILS @ (2)2x6 BUILT-UP :; (2)2x6 BUILT-UP 6"O.C.ON EDGES AND 12"O.C. CO PY POST(MIN.) .-.-,.-.::POST(MIN.) ON INTERMEDIATE SUPPORTS. m SW-3 o = SHEARWALLS FASTENED WITH Eos ! 8d COM(0.131"x 2%")NAILS @ 2 CLIENT:3 O.C.ON EDGES AND 12 O.C. MELBA RESIDENCE ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL 381 5th STREET SW-3 SW-3ATLANTIC BEACH,FL �I SW-3 SW-3 NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY: 16-1652 DUVAL SCALE: �" =1'-0"(U.O.N.) 0 WOOD FRAMED HEADER LEGEND: e 1 DO NOT SCALE THIS DRAWING SIZE - N RELEASE DATE: 0 FHEADER REVISIONS: 2 2x_HEADER I J K � II QUANTITY UANTITY DRAWN BY: OF JACKS OF KING STUDS w DJM ( \ � CHECKED BY:I MJB-JJJ NOTE: 25 TITLE: \ ALL WOOD FRAMED LOADA D BEARINGHEADERS - WALLLAYOUT SHALL BE MINIMUM(2)2X6 No.2 OR BETTERSECOND FLOOR w L -- -� SYP.INSTALL MINIMUM(1)JACK AND SHEET: � WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) o S-5 --TREATED 2x12 RIMBOARD(TYPICAL) TRUSS CONNECTOR SCHEDULE ULSBERG TRUSS ID LEFT INTERMEDIATE RIGHT HENGINEERING, INC. — �, 11481 OLD ST.AUGUSTINE RD.,SUITE#202 I _ JACKSONVILLE,FL.32258 TREATED 2x10 JOISTS @ 16"O.C.(TYPICAL) P:904.886.2401 F:904.260.4367 ALL TRUSSES H2.5T H2.5T H2.5T www.HulsbergEngineering.com LUS28-Z HANGER(TYPICAL) -U.O,N. OR OR OR FLOR UMBER:25846 SDWC 15600 SDWC 15600 SDWC 15600 0 � " ro'0#40, F7: T I ;I -TREATED 2x10 LEDGER WITH(2)""x 4 1"SDS € �� r w a n � '� SCREWS INTO EACH INTERSECTING TRUSS WEB NOTE: (16"O.C.MAX.SPACING) 1)ALL TRUSS CONNECTORS ARE BASED ON - r UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS F15 SHALL BE DISREGARDED. VATE Cf '• Al 2)THE TRUSS LAYOUT AND NUMBERING SYSTEMv (,�+ R � "�' •,� z - I -2x6 LEDGER WITH(4)0.131"x 3" SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. ��'. �`' ORS�` ^�.� + c4l °`� �., NAILS @ 16"O:C.(EACH STUD) DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR - J'` s'Io "'�4 APPROVAL BY THE ENGINEER OF RECORD AND THE a °toml� ; -- -- -- — Q i"'t A NETTE,PE - - CD CONTRACTOR. FL PE No.78623 III 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED a COMMENTS: FRAME BATHROOM WALL UP TO AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. ` 10'-1 8"PLATE HEIGHT - 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS Coo WHEN USING SDWC SCREWS. , i III. CONSTRUCT KNEEWALL UP TO i� � I 5 RAISED HEEL TRUSSES DEFINED AS HEEL HEIGHT GREATER THAN 6 REQUIRE SPECIAL CONNECTION FLOOR HEIGHT OF REAR SECOND �_ C F064,(3) Fo 3) o � � mIII ) - ,� Bi � C) C C DETAILS. REFER TO SHEET SD-10. FLOOR OVER BATHROOM WALL. ..... o �- eJ I � 0 w@) I LL =D ..... SII z U) J O cfl Ox ...... — - m ...... W13 2x10 LEDGER WITH(2)4"x 4 2"SDS F10 M2° — SCREWS @ 16"O.C;(EACH STUD) VIII -BLOCK BETWEEN TRUSSES OVER SHEARWALL PER DETAIL"A"ON - = THIS SHEET m CLIENT: MELBA RESIDENCE F1 & PROJECT: -- - - 381 5th STREET 14 Bos... ATLANTIC BEACH,FL -� JOB NUMBER: COUNTY SUB-FLOORING 605 — - 16-1652 DUVAL INSTALL 2x10 BLOCKING BETWEEN ! B04 - BEAM SCHEDULE o SCALE: _ 14°(U.O.N.) JOIST.TOENAIL AT THESE EDGES - — 603 DO NOT SCALE THIS DRAWING WITH 0.131"x 3"NAILS @ 4"0.C. 602 BEAM I.D. BEAM SPECIFICATIONS RELEASE DATE: (TYPICAL) - - -B m 01-11-17 - - BM-1 (2)1%"x 16"LVL REVISIONS: OPEN WEB TRUSS B02 L — - DOUBLE PLATE_ Jo BM-2 (2)1%"x 16"LVL DRAWN BY: OF SHEARWALL w DJM BM-3 (2)1%"x 16"LVL J0 CHECKED BY: L0MJB-JJJ BM-4 2 1 1/4"x 16"LVL TITLE: ROOF TRUSS AND FLOOR N C7 -"t A DETAIL- BLOCKING AT SHEARWALL 1119 BM-5A (3)1%"x 16"LVL w LAYOUT-LOWER LEVEL A01 0 j S-6 GABLE BRACE LOCATION BM-5B (3)1 4"x 16"LVL s SHEET: ROOF TRUSS& FLOOR LAYOUT-LOWER LEVEL SEE DETAIL F ON SD-6 —_ S-6 i TRUSS CONNECTOR SCHEDULE ULSBERG J20'11} C � E N N TRUSS ID LEFT INTERMEDIATE RIGHT ENGINEERING, INC. E10 H2.5T HTS24 HANGER — 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 Jn OR P:904.886.2401 F:904.260.4367 TS2 AT 2 III) SDWC 15600 www.HulsbergEngineering.com J212— J� G02 HTS24 HTS24 z FLORIDA C.A.NUMBER:25846 E Poo ! a N � E10 N ALLT U SSES H2.5T H2.5T H2.5T , K �; U.O.N. OR OR OR �� ! HTS24//' SDWC 15600 SDWC 15600 SDWC 15600 =7T22a 0 NOTE:CD A 4 J 1)ALL TRUSS CONNECTORS ARE BASED ON a s �, HTS24 AT G02 N M UPLIFTS COMPUTED BY ENGINEER OF RECORD. sp ; STATS OE UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS �s SHALL BE DISREGARDED. �r� `s C O •` ! <`'' C?R� 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM . TTE PE SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. aa� DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR FL PE No.78623 co s COMMENTS: APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED a AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR _ ................... .. .................. APPROVAL OF THE ENGINEER OF RECORD. Lo 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS .... ...�� WHEN USING SDWC SCREWS. � I C ! 5) RAISED HEEL TRUSSES(DEFINED AS HEEL HEIGHT GREATER THAN 6")REQUIRE SPECIAL CONNECTION _ DETAILS. REFER TO SHEET SD-10. I N � i NOFFICE %fr#'0P`f I 1 J11 m CLIENT: MELBA RESIDENCE M J1 C oo r- 12- -' J13 PROJECT: 1Q 7, 381 5th STREET 79 ATLANTIC BEACH,FL JOB NUMBER: COUNTY: 16-1652 DUVAL SCALE: ' 18" =1'-0"(U.O.N.) DO NOT SCALE THIS DRAWING GABLE BRACE LOCATION SEE DETAIL'IF"ON SD-6 RELEASE DATE: — 01-11-17 REVISIONS: � I DRAWN BY: pJM w 9 CHECKED BY: j MJB-JJJ TITLE: ROOF TRUSS UPPER LEVEL N SHEET: ROOF TRUSS LAYOUT-UPPER LEVEL S-7 r MSTA24 AT HEADER E � T TO JACKS NOTE: v ERG SD-7 ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, ENGINEERING, INC. (1)SIMPSON SDWC 15600 SCREW OR 1 = = = = = = = = = == = = = ALTERNATIVE TO SPH_AT DOUBLE PLATE, - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 o III (2)SIMPSON SDWC 15600 SCREWS STUD = JACKSONVILLE,FL.32258 rn P:904.886.2401 F:904.260.4367 `r HTT5-KT III TO DOUBLE PLATE PER SIMPSON DETAIL. www. eering.com 7 HOLDOWN III _ f C.A16 <t III NOTE: DOUBLE PLATE o ��5► �'� NS`` ,r+ri � HTT5 AT SILL ALIGNED Q ,,++` +'r,,, Uo WITH STRAPS ABOVE III EACH EXTERIOR POST SHALL BE TREATED ((� , fi t 6x6 POST ON ABU66-Z POST BASE.STRAP 3 i � �*� NCHOR BOLT MSTA24 AT HEADER SD-7 I POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP f ® S ,f �, AT MID-POINT TO JACKS III OR(1)MSTA24-Z. o DF WALL _ TYPICAL ALL POSTS-(U.O.N.) ' gj SEE DETAIL"F"ON SHEET SD-7 3 MIN, II 15 S'�R,TE NOTE: III EACH LANDING/STAIRCASE POST SHALL HTT5-KT HTT5-KT Q 1„MAX ''+'+�''�`�.`��OR '��" ��¢'. LUC210-2Z HANGER AT LOWER 3 +i ��'�� ,,� f , ..1f BE TREATED 6x6 POST ON ABU66-Z POST BASE. HOEDOWN HOEDOWN 'II BEAM(9'±)TO POST MW, . SEE DETAIL"F"ON SHEET SIDCL HTT5-K . 1°11/1pJ( *"fgf w �� LDOfVN Z. JESSE J.JANNETTE,PE III STUD SDWC 15600 SCREW m FL PE No.78623 COMMENTS: III ELEVATION-SDWC 15600 A _ •f • III , III OPTIMAL 22/0 ANGLE 131VI1 Q° 30 DOUBLE PLATE ° - III r s HTS24 AT BM-5A IIII � 3„(+1-114") SDWC 15600 SCREW/'\\ \ II) STUD SECTION-SDWC 15600 X m C5 ..... HTS24 AT EACH BEAM IIII DTT2-Z ATTACHED TO BM3 POST AT SILL a j U) �. $nn2mcr 0 ROD ADJACENT TO BEAM ....... .• IIII HTS24 AT BEAM m 3 CLIENT: IIII �? MELBA RESIDENCE o m PROJECT: A I TT5 AT SILL& HTT5 0 381 5th STREET SSP AT TOP PLATE HOEDOWN NOTE_ 0 ATLANTIC BEACH,FL ..... KT - SCREW KIT REQUIRED WITH HTT5 = II E ANCHOR BOLTS @ 24"O.C. HOLDOWN AT NOTED LOCATIONS a JOB NUMBER: COUNTY: HTT5 HOEDOWN AT SIL SD-7 16-1652 DUVAL SCALE: (HOLDOWN MAY BE INSTALLED UNDER II __ __ x %" =1'-0"(U.O.N.) WINDOW SILL IF REQUIRED DUE TO LIMITED SPACE DO NOT SCALE THIS DRAWING . ......... O g RELEASE DATE: m 01-11-17 NOTE: W GARAGE DOOR NOTES m REVISIONS: 31-17 EACH EXTERIOR POST SHALL B TREATED o 1. INSTALL U MSTA30 STRAP AT EACH END THREADED ROD LEGEND: 44 POST ON ABU44-Z POST BASE.STRAP OF GARAGE DOOR HEADER.NAIL STRAP _ %"THREADED ROD FROM POST TO EACH BEAM ABOVE WITH O H6-Z CLIP INTO HEADER AND JACKS BELOW. FOUNDATION TO DOUBLE PLATE w DRAWN BY: DJM OR(1 h MSTA24-Z. 4"MINIMUM EMBEDMENT REQUIRED) TYPICAL ALL POS S-(U.O.N.) 2. EMBEDDED STRAP AT EACH END OF GARAGE ( w CHECKED BY: SEE DETAIL"F"ON SHEET SD-7 DOOR OPENING SEE DETAIL"F"ON SD-1 MJB-JJJ HTT5 AT SILL& O = %"THREADED ROD FROM FOUNDATION TITLE: SSP AT TOP PLATE HTT5 AT SILL& TO UPPER FLOOR DOUBLE PLATE TIE-DOWN LAYOUT CONSTRUCT USING APA NARROW WALL _ (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR METHOD WITH HEADER CONTINUOUS ACROSS = _ _ = SSP AT TOP PLATE 16 RETURN WALLS(SEE DETAIL"A"ON SD-8) J L,J ❑ = HOLDOWN(AS NOTED) = SHEET: T T HTT5 FRAMING INSTALLED AT SILL PLATE -8 Q ® J SSP AT DOUBLE PLATE WITH NOTE: ULSBERG (3)CS16 BETWEEN FLOORS TO EACH BALCONY POST SHALL BE TREATED HEADER BELOW 6x6 POST STRAPPED TO FRAMING BELOW ENGINEERING, INC. N DOUBLE PLATE WITH WITH MSTA36-Z STRAP.STRAP POST TO EACH - SSP AT DO c� 0 11481 OLD ST.AUGUSTINE RD.,SUITE#202 (2)CS16 BETWEEN FLOORS _ _ _ _ _ BEAM ABOVE WITH(1)H6-Z CLIP - JACKSONVILLE,FL.32258 ALIGNED WITH HOLDOWN OR(1)MSTA24-Z. P:904.886.2401 F:904.260.4367 BELOW www.HulsbergEngineering.com FLORIDA C. ._NUMBER:25846 CS16 AT POST TO HEADER BELOW N � VIII � � �� II (3)CS16 BETWEEN 3 " tg ' FLOORS TO HEADER IIII I '�+ - BELOW -10 II I Qo ° - STATE OF El 0 0OR I'D :. (3)7777;1:— COMMENTS: -HTS24 AT BEAM TO CORNER POST R j,`� tS° --- o = FLOORS ALIGNED WITH(3)CS16 ALIGNED WITH O WITH HOLDOWN BELOW HOEDOWN BELOW "5� r1TTE,PE FL PE No.78623 DSP AT DOUBLE PLATE WITH CS16 s BETWEEN FLOORS TO HEADER BELOW .. o ............... -SSP AT DOUBLE PLATE WITH CS16 TO BEAM BELOW. 3 I o III O e Lu III U) 0 0 wv � ujw Ill...... I m 0 � w m - O c� �i� Ilf ::::: i X� oz � a o (D = U) Z) Q x Ez x w U U3 " Z . - i FASTEN SHEARWALL- _ :SOLE PLATE TO PLATE w r i Q w TO EACH INTERSECTING z E01 TRUSS BELOW WITH o SSP AT DOUBLE m CLIENT: R MELBA RESIDENCE 1ADDITIONAL PLATE W)TH (2) Lu (2)CS16 STRAPS 7 4 2"SDS SCREWS _ LU cn ETWEEN FLOORS - PROJECT: 381 5th STREET / ATLANTIC BEACH,FL JOB NUMBER: COUNTY: SSP AT DOUBLE PLATE WITH /SSP AT DOUBLE PILATE 0 1$-1652 DUVAL (2)CS16 BETWEEN FLOORS @ 32"O,C. SCALE: = 1'-0"(U.O.N.) ALIGNED WITH HOLDOWN WITH a"x 4 Z"SDS SCREWS DO NOT SCALE THIS DRAWING BELOW OR SDWC 15450 S REWS - ATE: RELEASE D SSP AT DOUBLE PLATE WITH THROUGH SOLE PLATE INTO 01-11-17 _ (2)CS16 STR PS TO HEADER I EACH INT ING - 9 REVISIONS: BELOW ` TRUSS BELOW _—� LEGEND: THREADED ROD j s = %"THREADED ROD FROM SSP AT DOUBLE PLATE WITH— FOUNDATION TO DOUBLE PLATE DRAWN BY: DJM O 2 CS16 3ETWEEN FLOORS —�- — (4"MINIMUM EMBEDMENT REQUIRED) I' CHECKED BY: ALIGNED WITH HOLDOWN \ = C MJB-JJJ BELOW %"THREADED ROD FROM FOUNDATION TITLE: _ O TO UPPER FLOOR DOUBLE PLATE TIE-DOWN LAYOUT — K'MINIMUM EMBEDMENT REQUIRED) = SECOND FLOOR o = HOLDOWN(AS NOTED) N SHEET: TIE- OWN LAYOUT-SECOND FLOOR INSTALLED AT SILL PLATE S-9 a L I r j � 1 GUARDRAIL BY BUILDER lJ L S B G ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE 9 202 REATED(2)2x10 BEAM JACKSONVILLE,FL,32258 HANDRAIL GRASPABILITY PER P:904.886.2401 F:904.260.4367 R 311.7.8.3 0 www.Huljb%r Engineenng.com C. 846 cc co M = • vrilviv A/ OTCH POST 11/2"FOR INNER +>C► r •; «..� �4• PLY OF BEAM •� +„ TTACH INNER PLY TO POST ,'+ �` , A, WITH MINIMUM(2)1/4"x 4 1/2"SDS SCREWS 3 ; gip, 823 '* �� c DETAIL-BEAM AT STAIR POSTS o w a r �. r S S-10 4"SPHERE o SPATE MAY NOT PASS43 �' p*% .•> THROUGH •4e.,..•' ,�,� ,,• 6"SPHERE MAY NOT PASS JESSE J.JANNETTE,PE THROUGH - FL PE No.78623 4"MAX d COMMENTS: 0 B DETAIL-STAIRS HANDRAILS BY BUILDER S-10 J< 3 co 0 - I � -x-11 - NOSING DECKIN I (2)2x10 BEAMS TREATED TREATED 6x6 POST ON-\\ 2x8 JOIST 7 314"MAXIMUM RISER HEIG T(TYPICAL) ABU66-Z POST BASE 10"TREADS WITH 1"NOSING(TYPICAL) (TYPICAL). (2)2x10 BEA (3)TREATED 2x12 STRINGERS I � LSCZ STRINGER CONNECTOR NOTES: DETAIL"E"ON SHEET SD-7 (TYPICAL) 1. ALL MATERIALS SHALL BE No.2 OR BT ALT:LUS28-2Z HANGER AT 2x12 STRINGER SOUTHERN YELLOW PINE TREATED. DROPPED BEAM(TYPICAL AT (3-REQUIRED) 2. ALL NAILS SHOULD BE HDG. 2-PLY DROPPEDEXTERIOR WALLMELBAI CLIENT: ELBA RESIDENCE' LSCZ STRINGER CONNECTOR(TYPICAL)----_. I _ PROJECT: (2)2x10 DROPPED BEAMS TREATED s 381 5th STREET ATLANTIC BEACH,FL LUC28-2Z HANGER AT 2 JOB NUMBER: COUNTY: TREADS&RISERS DROPPED BEAM TO POST - 16-1652 DUVAL (2x MIN) (TYPICAL) II 3 SCALE: 4" =1'-0"(U.O.N.) LUS26-2Z HANGER AT---f77;'— DO NOT SCALE THIS DRAWING LANDING JOISTS(TYPICAL) RELEASE DATE: MINIMUM 2x8 TREATED 01-31-17 JOISTS @ 16"O.C. a REVISIONS: 2x4 PT Wil H(4)1/4"x 3 114"TAPCONS TREATED 2x8 LEDGER WITH INTO FOOTING EVENLY SPACED a a"x 4 2"SDS SCREWS INTO EACH II DRAWN BY: DJM INTERSECTING VERTICAL TRUSS NOTCH STRIN SER AT BASE FOR 2X4 KICKER------- END. CHECKED BY: MJB-JJJ a EXTEND LANDING POSTS CONTINUOUS I TITLE.ADDENDUM- 12"x 12"FOOTING WITH a UP TO TOP OF GUARDRAIL(TYPICAL) A (1)#5 coNTlNuous DETAIL-STAIR FRAMING O 2 2x10 DROPPED BEAMS TREATED I< STAID DETAILS S-1 : SHEET: PLAN VIEW-STAIRS o L Q b-1 0J -BRICK VENEER WITH 1"AIRSPACE ULSBERG AND WALL TIES BRICK VENEER WITH 1"AIR 1 SPACE AND WALL TIES O#5 CONT. `t HENGINEERING, INC. CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 El 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER `� JACKSONVILLE,FL.32258 @ \ HEIGHT OF CURB VARIES(8 SILL PLATE GROUT AIR SPACE BELOW FLASHING a WEEP HOLES @ 33"O.C. CONCRETE SLAB z P:904.886.2401 F:904.260.4367 D GROUT AIR SPACE BELOW 6"MIN. MAX.) www.HulsbergEngineering.com C f 00 --CONCRETE SLAB N ILL FLASHINGS - GRAD CONCRETE SLAB FLORIDA C.A.NUMBER:25846 z PL TE VA\,AA/VAA' CONCRETE SLAB GRAD 1 #5 CONT. «, { ) 8"CMU STEMWALL WITH 1 #4 48"O.C. �, _ GRAD \\//\\/\\ _ \/ A/A/ A //�//V//V/V� O Cpl \V//VA// //VA/\� ` �, -� \%AND IN EACH CORNER. �\/\ . . 4 \/\ 3 +� 3 a. I-#V �. 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. E o \ o\/ \/\\/` - '°` � \\\/\� 45 % , / \\ FILL CELL SOLID AT EACH#4 REBAR. \i \\ \\�� \ \\\ \\\ ;. i ' AND IN EACH CORNER. zi >�/� /i HOOK REBAR 12' INTO UPPER COURSE %/\/i\/\/\//�/ N T , \i\\�/ \\r ; ✓\\ ♦ e t \\\� FILL CELL SOLID AT EACH#4 REBAR, m \\ • . /\\/\ //\ \j//\/ OF BLOCKS AND 6"INTO FOOTING. ° VjVA//VAS HOOK REBAR 12"INTO SLAB AND 6' , INTO \\ \ \\\ 6„ 1'-0 ONE STORY- 2 #5 CONT. r FOOTING. \\;� 1'4" TWO STORY-(2)#5 CONT. vp p "� .A.E SOF . e 5.. ' • 6 1'-5" ONE STORY- 3 #5 CONT. 7' ONE STORY-(2)#5 CONT. a �0,�,1 A% V-8"_ ONES ORY-U#5 CONT. _ _ 1'-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY 3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. '<�' � `•�r Wuil� T E TION- MONOLITHIC AT GARAGEA SECTION-STEMWALL WITH BRICK SECTIO - MONOLITHIC WI I H BRICK D SECTION -STEM�'VALL AT GARAGE S C �PE SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT COMMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 4, �l /--CONCRETE SLAB SILL PLATE dr, I CONCRETE SLAB CN IA_ 2 PLAT \CONCRETE SLAB wij \ ao /VVVVV \� \ CGRAD ONCRETE SLAB GRADE-\ \ \ GRADE , �a GRAD 1 #5 COT. \\\ O (1)#5 CONT. �'8 \ "CMU STEMWALL WITH(1)#4 @ 48"O.C. A//A\ i,✓ CORNER. ADD 8 x 16 CMU TO INSIDE OF o i//% //�//\/// STEMWALL AT POST LOCATION FILL CELL SOLID AT EACH#4 REBAR. \\\\ ". \ \/� ,� /\/� � WITH(1)#4 VERTICAL IN EACH HOOK REBAR 12 INTO SLAB AND 6 INTO `\,\\//\\j\\\\i� / / / / / i '' %/i`' FOOTING. ONE STORY (2)#5 CONT. - L(AS NOTED REINFORCEMENT(AS NOTED) 1'-8" ONE STORY-(2)#5 CONT. V-4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) 1'-8" TWO STORY-(3)#5 CONT. N SECTION-STEMWALL SECTIO - MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE plol v ��r� NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT - ' Fi ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. .-BRICK VENEER WITH 1"AIRSPACE **ALTERNATE.MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)** & CLIENT: AND WALL TIES MELBA RESIDENCE -CONT.FLASHING;PROVIDE WEEP HOLES j — STHD14 STRAP NAILED TO _ @ 33"O.C. BRICK VENEER WITH 1"AIR SPACEQ - GARAGE DOOR POST. PROJECT: T AIRSPACE BELOW FLASHING AND WALL TIES J PA51 STRAP NAILED TO GARAGE i EMBED STRAP INTO FOOTING - 0 GR OU X Q DOOR POST,BEND STRAP INTO — \ AS SHOWN. 381 5th STREET 0 \(1)#5 CONT, CONT•FLASHING;PROVIDE WEEP 2E o I FOOTING AS SHOWN. \ ATLANTIC BEACH,FL SILL PLATE ❑ N' HOLES @ 33"O.C, O w /' I z Q �- -- N JOB NUMBER: COUNTY: FILL JOINT WITH ELASTOMERIC MIN.�i GROUT AIR SPACE BELOW FLASHING - cn - � a l � I � I� QUYAL JOINT FILLER ', ILL ❑ �" w "' o SCALE: HEIGHT OF CURB VARIES(8'MAX.) = o a %"=V-0"(U.O.N.) -�-- PLATE v�� - #4 WITH 6"HOOK INTO FOOTING z CONCRETE SLAB z � W / � DO NOT SCALE THIS DRAWING CONCRETE SLAB GRA AND BENT 12 MINIMUM INTO GRADE \ ICK TH ENED EDGE. RELEASE DATE. 01-11-17 17 o� r GRADE R s _ / /\/\ 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. / REVISIONS: /�\//� / AND IN EACH CORNER. yVAj ° - // //\/j -T - i \ �� ` o /`GRADE a a + \ \\ • ,e \\� FILL CELL SOLID AT EACH#4 REBAR. / /////// //moi/\// HOOK REBAR 12"INTO UPPER COURSE ��r-V/VA/VA VA/VAy�r /'/ a ° V// /iVA/\V// � //\ \/��/ �\%\ 8 \\ / / / ° � � /\/\// �, DRAWN BY: DJM OF BLOCKS AND 6 INTO FOOTING. 6 1-5 � ONE STORY- 3 #5 CONT. \ \ \ \�Avv�vvv \ v \ vv/ vv,!vv/vvvvv'vvvvvvvvv�� CHECKED BY: 1`-9" TWO STORY-(3)#5 CONT. `//��/%/wywy/y�yy/yA\�/vy/y�yy/' NOTE: �y%v// yv//vvv vv//�/ MJ B-J J J 1'-8" ONE STORY- 2 #5 CONT. \� ( )- _6�� '%//i,�/iy/iyy�//�/ REINFORCEMENT IS NOT REQUIRED' '��' = TITLE: T-8" TWO STORY-(3)#5 CONT. _ FOUNDATION DETAILS TO PASS THROUGH SLOTS IN STRAP. y SHEET 1 of 2 � SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL- PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) SHEET: SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT S D ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. -1 c SHOWER AREA (2)MSTAM36-Z STRAPS ULSBERG ER AREA -- SHOW MONOLITHIC FOOTING I I NAIL WITNE13 10d COM NOAILS CRIPPLE STUD c ENGINEERING, INC. ) m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 8"CMU STEMWALL 3"MAXIMUM OVERHANG a (OPTIONAL) Q FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367 10 www.HulsbergEngineering.com FORM EDGE WALL WITH($)%"x 2 a"CONCRETE FLORIDA C.A.NUMBER:25846 PLAN VIEW CONCRETE SLAB o cr 4 SCREWS INTO MASONRY OR PLAN VIEW _ =Z� (8)X"x 1 X"CONCRETE ,�e�t'�itiii,�� SCREWS INTO CONCRETE. - ' ; % � CONCRETE SCREWS SHALL BE L POWERS"TAPPER"WITH PERMA-SEAL 3 * \OF �'�� `�� (1)#5 CONT, FINISH OR EQUAL. `' GRAD Nki 6"MIN. (1)#4 CONT. 8"CMU STEMWALL WITH(1)#4 @ 4 STRAP SHALL BE COVERED WITH HEIGHT OF CURB VARIES 1 #4 CONT. w \\\ \�48"O.G.AND IN EACH CORNER. m t SILL SIL O o \\/ ° \\/\\\ ///� SIDING OR STUCCO s t N' PLAIE / FILL CELL SOLID AT EACH#4 \\\ ' t �. PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) - -yam/ s /%�// REBAR.HOOK REBAR 16"INTO \�� _ ' STATE� i \ a \ NOTE: 3 . , 4t! %• "MIN. \ %\\\\,��\\\/// PORCH SLAB AND 6"INTO \ \//�\//\\//\ THIS DETAIL MAY BE SUBSTITUTED FOR �,�`� Z IV � o GRA %!\�//,�%� FOOTING. EITHER THE PA51 STRAP(STEMWALL) \\j\�j\\/\\ _ CONCRETE SLAB 6.. ,►ms4 Si Z, 1 7�� GRADE //\\��/!\ \�< _ 1'-8" (2)#5 CONT. OR st W.Tpjw \ \/ -- _— -� THE STHD14 STRAP(MONOLITHIC). �FL Pf16�'�23 i COMMENTS: \\\\ 8 CMJ STEMWALL WITH(1)#4 @ 48 O.C. \\�/�` AND IN EACH CORNER. \ +° •a \ice\\i s �/// //\// /, L SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE \\ ' 41. \\�� FILL CELL SOLID AT EACH#4 REBAR. �\ \\ / / j\ �j - \ \\\\/\ \ \ S D-2 " S D 2 HOOK REBAR 12"INTO SLAB AND 6"INTO \,, / /// //�\ NOTE: IF STEMV`�ALL HEIGHT EXCEEDS 48 CONTACT FOOTING. \\�\\, ENGINEER FOR ADDITIONAL REQUIREMENTS. 6° 1'-0" ONE STORY-(2)#5 CONT. 1'-8° ONE STORY-(2)#5 CONT, 1'-4" TWO—STORY_-(2)#5 CONT. 3 NOTE: o 1'-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) o AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTI N-MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1-4HOURS IN WARM WEATHER) - SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. - TREATED POST FILL CUT WITH 1"DEEP x%"WIDE SAW ELASTOMERIC CUT AT DENOTED ABU POST BASE WITH FILLER LOCATIONS. m PAVERS BY j z 82"GALV.ANCHOR EMBEDDED R SILL -CONCRETE SLAB CONCRETE SLAB OTHERS I i , / 12"(SET-XP ADHESIVE) a PLATE m � �iA//A/j o . ' . $"TALL,1?_"SQUARE GROUTED , ' : CMU OR CAST-IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12"PAD - t r CONCRETE SLAB ,> 2,�„ l O FOOTING WITH(2)#5 EACH WAY 1'-0" 1 #5 CONT. �� _ — 1'-4" ONE STORY- 2 #5 CONT.— 1'-8" TWO STORY-(3)#5 CONT. CLIENT: M DETAIL-PAD FOOTING AT PAVERS T SECTION-TYPICAL SAW-CUT CONTROL JOINT MELBA RESIDENCE H SECTION- INTERIOR BEARING K ECTION-THICKENED EDGE SD-2 - SD-2 - PROJECT: SD 2 sD 2 381 5th STREET ATLANTIC BEACH,FL s JOB NUMBER: COUNTY: 16-1652 DUVAL ---TREATED POST SCALE: -BEARING POST(AS NOTED) - - 1'-0"(U.O.N.) CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU POST BASE WITH _ DO NOT SCALE THIS DRAWING SILL GALV.ANCHOR EMBEDDED RELEASE DATE: CONCRETE SLAB / CONCRETE - __ 01- A7 - - PLATE CURB HEIGHT VARIES e. 12"(SET-XP ADHESIVE} SLAB REVISIONS: Q O� i\//j: ` a s /%/\ � \/��\ 0 8,TALL,12"SQUARE CEOUTED CONCRETE \ \ \ \ \ \ \\ CMU OR CAST-IN-PLACE DRAWN BY: PEDESTAL ON 24"X 24"X 12"PAD w DJM FOOTING WITH(2)2 #5 EACH WAY CHECKED BY: - AS NOTED) REINFORCEMENT(AS NOTED 8 (1)#4 CONT. 2'-0 MJB-JJJ TITLE: 1'-4" ONE STORY-(2)#5 CONT. FOUNDATION DETAILS 11 TWO STORY-(3)#5 CONT. 0 SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2 W J SECTION-BEARING STEPDOWN PECTION- INTERIOR BEARING PAD FOOTING SD-2SD-2 SHEET: SD2 SD2 SD-2 ULSBERG ROOF COVERING(BY OTHERS) HENGINEEFJNG, INC. ROOF TRUSSES - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 CORNICE DETAIL \ i w P:904.886.2401 F:904.260.4367 DOUBLE PLATE ' (BY OTHERS) www.Hulsber Engineering.com NUT WITH 2"x 2"x!'WASHER � � �s��t I�ID/� :25846 ALTERNATE:SIMPSON LBPS% SLOTTED ' o � N y ' WASHER WITH 1"WASHER. / �!� � � � ,� ,� IN ,,�� "O THREADED ROD " %s"OR ly3z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF s 3 '/z'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF y SIMPSON%O x 6 TITEN HD OR SIMPSON/O x 6 TITEN HD ROD COUPLER 2x—No.2 SPF OR No.2 SYP \ — 'y3z"RATED SHEATHING,EXPOSURE I-METAL ROOF • • 8"THREADED ROD SET IN ADHESIVE OR!"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3'/a" FASTEN WITH 0.113"x 2 X"RING SHANK / WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. �4„',� � ,@! WITH NUT&1"WASHER WASHER _ '+ �.OR10 GYPSUM BOARD � i®�� aJ, II CONNECTOR AT EACH TRUSS �Alf eon*��C� ,�,.� II' o (SEE TRUSS CONNECTION SCHEDULE)iliTt11-17 (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) JESSE J.JANNETTE,PE c DETAIL ANCHOR BOLT DETAIL THREADED ROD ASSEMBLY FL PE No.78623 GYPSUM BOARD � COMMENTS: SD 3 ! %s"RATED SHEATHING,EXPOSURE 1. I � I FASTEN WITH 0.131"x 2%"NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. j (U.O.N.)(BLOCK ALL EDGES) 2x_SPF#2 STUDS @ 16'O.C.-U.O.N.(SEE WALL LAYOUT) NUT WITH 1"CUT WASHER a 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM ROOF COVERING(BY OTHER )� BOARD WITH 0.131"x 3Xa"NAILS @ 6"O.C. ROOF TRUSSES - CORNICE DETAIL 2y32"RATED STURD-I-FLOOR(T&G)SHEATHING Er (BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 24"RING o SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE a / FIELD. FLOOR JOIST(1-JOIST SHOWN,SAWN I 1 JOIST SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN WEB TRUSS) N 3 %s"0 R lXz"RATED SHEATHING,EXPOSURE I SHINGLE ROOF \\ 'Y3z"FATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF 2x No.2 SPF OR No.2 SYP— \ _ Xz"FATED SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD SUBFASCIA WITH(2)0.131"x 3'/n" FASTEN WITH 0.113"x 2 X"RING SHANK RIM BOARD ENDNAILS AT TRUSS(U.O.N.) % NAIL @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0.131"x 34"TOENAILScomy GYPS M BOARD �. 01, , r (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH (2)2x SYP#2 DOUBLE PLATE(U.O.N.) 0.131"x 3'/"NAILS @ 8"O.C. CLIENT: -- _ - ----- - MELBA RESIDENCE APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLY SHEATHING HORIZONTALLY FOR STUCCO — —GYPS JIM BOARD APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 THREADED COUPLING AS REQUIRED APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 RATED OR 15!32"RATED SHEATHING MAY BE GYPSUM BOARD PROJECT: RATED OR 15132"RATED SHEATHING MAY BE -2x— PF#2 STUDS @ 16"d.C. U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. 381 5th STREET INSTALLED VERTICALLY. _--_- - -- 2x—SPF#2 STUDS @ 16"o.C. U.C.N.(SEE WALL LAYOUT) ATLANTIC BEACH,FL %s" TED SHEATHING,EXPOSURE 1. %s"RATED SHEATHING,EXPOSURE I. s JOB NUMBER: COUNTY: FASTEN WITH 0.131"x 2X"NAILS @ 6"O.C.ON _ FASTEN WITH 0.131"x 2X"NAILS @ 6"O.C.ON 16-16521 DUVAL r EDGE AND 12"O.C.ON INTERMEDIATE SUPPORTS EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. NOTE: SCALE: � it NOTE: '' � � _ V-0"(U.O.N.) SILL PLATES ON EXTERIOR WALLS (U.O. .)(BLOCK ALL EDGES} SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) SHALL BE ANCHORED BY THREADEDSHALL BE ANCHORED BY THREADED DO NOT SCALE THIS DRAWING THRE DED ROD ASSEMBLY AT RODS SUPPLEMENTED BY ADDITIONAL RELEASE DATE: RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT MAINTAIN MAXIMUM 4$"O.C.SPACING THIS HEETj MAI TAIdN Q MAXIMUM 48"O.C.SPACING 01-1 1,1� ANCHOR BOLTS AS REQUIRED TO NOTED SPAGII}rETAC" NOTE SPACING(SEE DETAIL"C' THIS SHEET) a REVISIONS: (U.O.N.) �- (U.O.N.) 2x— REATED SYP#2 SILL PLATE WITH ANCHORS — l 2x TREATED SYP 2 SILL P LATE WITH ANCHORS SEE )ETAIL"C"THIS SHEET INSET WALL/z FOR STUCCOINSET WALL „FOR STUCCO APPLICATIONS APPLICATIONS (SEE DETAIL�C THIS SHEET) - DRAWN BY: DJM u g ii° CHECKED BY: SEE FOUNDATION DETAILS MJB-JJJ SEE FOUNDATION DETAILS _ TITLE: FRAMING DETAILS B SECTION-TYPICAL EXTERIOR TWO STORY WALL y SHEET 1 of 3 A SECTION-T PICAL EXTERIOR ONE STORY WALL SD-3 w SHEET: SD 3 SD-3 L 0 � SILL PLATE(BELOW) ULSBERG 2x_CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) ENGINEERING, INC. OH 1 - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 2 ROWS - 0 SOF 0,131x3 a O � JACKSONVILLE,FL.32258 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND NAILS @ 12"O.C. w P:904.886.2401 F:904.260.4367 j BOARD WITH 0.131"x 3Yn"NAILS @ 6"O.C. STAGGERED(TYPICAL) WWW.HulsbergEngineering.com BAND BOARD !bWR:25846 o �r rye w P 2x6 OR 2x8 FRAMED WALL . 0 �► SILL PLATE(BELOW) N ; OPEN WEB TRUSS ;, 2x4 CORNER FRAMING FULL HEIGHT STUDS • e MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED SHEATHING CONTINUOUS FROM BAND BOARD WITH(4)0.131"x 3Y"NAILS TO EACH ADJACENT TO UPPER PLY OF DOUBLE PLATE, FASTEN WITH STUD 0. 1 R EDGE NAILING REQUIREMENTS OF UPPER WALL Cj�'r� ' e ALTERNATE:INSTALL SOLID STUD IN THIS " A ` '•• TOENAIL TRUSS TO PLATE WITH SPACE E�s�jrONA„t��tr�� (2)0.131"x 3Y"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD V1 11-17 DOUBLE PLATE . . . (UQN) JESSE J.JANNETTE,PE (2)ROWS OF 0.131"x 3%" FL PE No.78623 2x4 FRAMED WALL NAILS @ 12"O.C. s COMMENTS: o I C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F J SECTION-TYPICAL FRAMING AT 90° CORNERS j SD-4 SD-4 SD-4 NAIL SCAB TO TOP CHORD WITH 3 (4)0.131"x 3)/4"NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR a f (SEE CONNECTION SCHEDULE) -- f NOT REQUIRED ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR(AS NOTED) (3)0.131 x 3/a NAILS TYPICAL AT CH TRUSS j DOUBLE PLATE 2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF DOUBLE PLATE 0 0.131"x 3%"NAILS AT EACH END SHEARWALL 2x SPF#2 STUDS @ 16"O.C. (END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C. NAIL SCAB TO PLATE WITH(3) NAIL x 3/a TOENAILS THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL /Z QUICK-TIE AT NOTED SPACING @ 24"O.C.OR a"x 3 4"TAPCON R \�TRUSS(AS NOTED) SCREW @ 32"O.C. TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES - TOENAILED TO DOUBLE PLATE WITH 2x TREATED SYP#2 2x TREATED SYP#2 SILL PLATE SILL PLATE NAIL PORCH SHEATHING AS NOTED 0.131"x 3Y4"NAILS @ 4"O,C• °.I 77—, ° a EXTERIOR FRAMED WALL DOUBLE PLATE MINIMUM%6"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT(BLOCK ALL EDGES) k CLIENT: MELBA RESIDENCE D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR OR METAL CONNECTOR SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED (AS NOTED) - m PROJECT: (AS NOTED) r SIMPSON SDWC 15600 SCREW a 381 5th STREET @ 32'O.C.-U.O.N. u ATLANTIC BEACH,FL NAIL EACH END OF BLOCKING TO DOUBLE PLATE �-DOUBLE PLATE s JOB NUMBER: COUNTY: 16-1652 DUVAL BOTTOM CHORDS WITH 3 0.131"x 3%" TRUSS AS NOTED O SCALE: ( ) INSTALL 2x4 BLOCKING BETWEEN 2x SPF#2 STUDS @ 16"O.C. o %" = 1'-0"(U.O.N.) 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING(AS NOTED) j o 0.131"x 3%"NAILS @ 6"O.C. SIMPSON SDWC 15450 SCREW - DO NOT SCALE THIS DRAWING BOTTOM CHORD OF TRUSS 2x SPF#2 STUDS @ 16 O.C. @ 32 O.C.-U.O.N. RELEASE DATE: _ _ _ 01-11-17rmr -- -- ANCHOR BOLTS AT NOTED 2x TREATED SYP#2 NAIL EACH BLOCK TO DOUBLE PLATE WITH 3 - REVISIONS: SPACING(48"O.C.MAXIMUM) SILL PLATE � 0,131"x 3'/a"NAILS \� 2x TREATED SYP#2 ANCHOR BOLTS AT NOTED NAIL PORCH SHEATHING AS NOTED —DOUBLE PLATE SILL PLATE PACING(32"O.C.MAXIMUM) DRAWN BY: W DJM EXTERIOR FRAMED WALLMINIMUM%6"RATED SHEATHING, C u : CHECKED BY: j EXPOSURE I FASTEN AS NOTED -- — MJB-JJJ ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE: FRAMING DETAILS E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION- INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION- INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL „ SHEET 2 of 3 SD-4 SD 4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD 4 a SHEET: SD-4 L - TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE ( ! PLATE(U.O.N.)NAIL JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN UPPER P ATE �—NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I PLATES WITH 0.131"x 3" ULSBERG MINIMUM NAILING OF WITH 0.131"x 3Y4"NAILS @ 6"O.C.STAGGERED NAILS 8 0 C STUD TO PLATE NAILING* ENGINEERING INC. (16)0.131"x 3"NAILS IN THIS ZONE. THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO @ 15_ / (TYPICAL) I I STAGGERED ON SPLICE IN PLA E OR THREADED ROD DOUBLE PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 8"MAX. 6"MAX.\� ASSEMBLY WITHI 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION I TYPICAL FRAMING STUD SIZE END NAIL TOENAIL = JACKSONVILLE,FL.32258 STUD REQUIREMENTS P:904.886.2401 F:904.260.4367 JOINT. L 6"MAX. AT CHANGE IN (SEE WALL LAYOUT) I I 2x4 (2) (3) www.HulsbergEngineering.com PLATE HEIGHT MSTA36 STRAP 2xo (3) (4) a r IlI I I ' CENTERED ON o *�+►' - ��,�� CHANGE IN a C GE � 2x8 4 5 PLATE HEIGHTj' THREADED ROD ASSEMBLY WITHIN I I 2x10 5 6 + s® 6"OF SPLICE IN LOWER PLATE O O e 2x4 BLOCKING BETWEEN , OCK G ALTERNATE:IF ROD IS GREATER i STUDS TOENAIL THAN 6"FROM SPLICE-ADD NAIL EACH PLATE TO JACK STUD OR ENDNAIL EACH END ALL NAILS NOTED ARE 0.131"x 3�" SSP AT SPLICE. WITH(3)0.131"x 3/"NAILS-TOENAIL s i OR ENDNAIL(TYPICAL) TO ADJACENTA OF, oft STUD WITH(3)0.131"x 3/a" 0, . (U ll NAILS �♦�`0R10�a♦ 2x_SPF#2 STUDS HEADER TO KING NAILING "�.`�iS' '"`• ® G @ 16"O.C.(U.O.N.) o'a�' /ONAL' <? (SEE WALL LAYOUT) 2x6 (3)NAILS PER PLY atftaaeti1��11 17 `y DOUBLE SILL REQUIRED WHERE OPENING 2x8 4)NAILS PER PLY JESSE J. No,78623 PE r n ( - FL PE No.78623 r WIDTH EXCEEDS o1 U.O.N.) m �— s COMMENTS: THREADED ROD 2x10 NAIL PER PLY (5) S I ASSEMBLY AT NOTED SPACING 2x12 (6)NAILS PER PLY a ill I —JOINT IN SILL PLATE 2x TREATED �„ I; — 9/"OR 9 a SYP SILL PLATE LVL (5)NAILS PER PLY II II% 11 II II II II II II 11 A 3". \ 1 II II II d II U II II II II II I II II i7 !1 11 II II 11%"OR 11 u u u 4" II ,11 II II II II II II II !1 �, II II u/u u u � u u u u � �� u u u LVL (6)NAILS PER PLY / 4"MIN.; —ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE L THREADED ROD ASSEMBLY 12"MAX. (SEE DETAIL"C"ON SHEET SD-s) CONNECTION 14"LVL (7)NAILS PER PLY (BEYOND) _ - BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) 16"LVL (8)NAILS PER PLY (SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3'/a" NAILS @ 6"O.C.STAGGERED L DETAIL-TYPICAL WALL FRAMING CONDITIONS S D-5 12"MAX. At A MIN Li _ INSTALL MSTA24 STRAP INSTALL DSP CLIP @ 32"O.C. ( LOOPED OVER DOUBLE MPLATE.NAIL TO CRIPPLE ON MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) a CLIENT: � .131"x 1%"NAILS. MELBA RESIDENCE DOUBLE PLATE ---JACKS AND KING STUDS STRAP CRIPPLE & PROJECT: (AS NOTED) TO HEADER WITH 381 5th STREET LSTA18STRAP --HEADER(AS NOTED) ATLANTIC BEACH,FL 2x_BLOCKING(TYPIC�L) = JOB NUMBER: COUNTY: 52 DUVAL -------- ---------- --- ------------ – ---- a 1652- �(3)0.131"x 3%"TOENAILS AT EACH END __ scALE: THREADED T] T-7 — — --T,-- --n---�,---T,--- ,I— T, (TYPICAL) -- T THREADED � %" =1'-0'I(U.O.N.) NAIL EACH SILL PLY TO KING STUD l ROD ASSEMBLY ROD ASSEMBLY I DO NOT SCALE THIS DRAWING WITH 3 0.131 x 3/a NAILS-TOENAIL N (TYPICAL)) RELEASE DATE: NOTE: I NOTE__ 01-11-17 OR ENDNAIL TYPICAL THREADED ROD ASSEMBLY I ,i I � � l l � � � BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 i THREADED ROD ASSEMBLY REVISIONS NOT REQUIRED AT GARAGE l NOT REQUIRED AT GARAGE s /z NAIL PENETRATION INTO MAIN FRAMING - MEMBERS.(TYPICAL) DOOR OPENINGS(U.O.N.) DOOR OPENINGS(U.O.N.) (2)2x_SILL II n u II DRAWN BY: DJM u u a ii II m u - a �� 9 CHECKED BY: SHEATHING MAY CANTILEVER UP TO 2 ANCHOR AS REQUIRED ANCHOR AS REQUIREDt = M JB-JJJ MAXIMUM PAST SUPPORTS.ALL WINDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE: ATTACHMENTS MUST BE ANCHORED INTO 2 _ = FRAMING DETAILS MEMBERS. = SHEET 3 of 3 M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET: SD 5 SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-5 o END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL HENGINEERING, INC. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING 11481 OLD ST.AUGUSTINE RD.,SUITE#202 BRACING 16"O.C• 24"O.C. 16'O.C. 24"O.C' (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258 NONE REQUIRED 0"TO 53" 0"TO 47° 0"TO 67" 0"TO 59" x P:904.886.2401 F:904.260.4367 `t ROOF SHEATHING WEBS WITH(2)NAILS wwineering.com 2x4 L BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" co 2X4 SPF No.2 DIAGONAL BRACE �r RI C . 846 146"TO 232" 127"TO 201" BRACE IF REQUIRED (TYPICAL AT EACH END OF ROOF TRUSS(BY OTHERS)WITH 2x6 L BRACE 115"T0182" 100"TO 158" ( )_1:7� CONTINUOUS LATERAL BRACING) ~ h I I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS �;' NOTE: 1 I BRITTLE FINISHES ARE STUCCO OR ADHERE VENEER INSTALL 2x4 No.2 SYP T-BRACE NAILED TO i 623 1 WEB WITH(3)NAILS 3 " FLEXIBLE FINISHES ARE WOOD SIDING,HARD-PANEL, N BRICK VENEER,ETC. I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH o/ > `> CONTINUOUS LATERAL BRACE(QUANTITY a "" • RATED F OOF SHEATHING I I / Q <' 0.131 x 3 NAILS TO REPLACE(2)ROWS OF j AND LOCATION DEFINED BY TRUSS SHOP = i e I.I 8 ,y _ i d U < s 4J • � 2x�L-B ACE NAILED TO � I I � LATERALBRACING INSTALL 2x6 No,2 SYP > > DRAWING.) � A �� } I I USS <' - .o C .' �- VERTIC L WEB WITH T-BRACE NAILED TO EACH PLY OF TR f��1O . .. z ---- ------ --- WEB WITH 0.131"x 3"NAILS 6"O.C. CONTINUOUS LATERAL BRACE TO �`0.131"x 3'NAILS @ 6"O.C• @ /NAIL EACH TRUSS WEB WITH(2)NAILS T 10NOA e'�' it ilk w VERTIC L WEB IN GABLE ------- -------r--- ROOF TRUSSES(BY OTHERS) J END TRL SS 01-11-17 Q NOTES: JESSE J.JANNETTE,PE 2x_LOOKOUTS AT 48 O.C. 3 TRUSSES MINIMUM FL PE No.78623 O LATERAL BRACE HALL BE 2x4 1) CONTINUOUS S S .III I w, NOTE: FOR CONTINU S LATERAL B CE No.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N. s COMMENTS: >: (U.O.N.) 1 R 24 �' _ I 16 0 O.C. SPACING(SEE TABLE T BRACING TO BE USED WHEN CONTINUOUS w ( ) LATERAL BRACING IS IMPRACTICAL. 2 ALL NAILS SHOWN SHALL BE 0.131"x 3 NAILS o (U.O.N.) B SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END - - 3 SD-6 SD-6 a SD-6 2x4 SYP BLOCKING BETWEEN- / (3)0.1-31"x 3'/4"TOENAILS 1 -H2.5A AT EACH LOOK UT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3/"NAILS Z AT EACH LOOKOUT TO NUT&3"x 3"x/"WASHER - LOOKOUTS TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS @ 48"D.C.FOR 2x6 BLOCKING BETWEEN TRUSSES WITH / OVERHANG 2x4 BLOCKING 12"LONG 2x�SCAB(MATCH BOTTOM CHORD)WITH X" BE NAILED TO BOTTOM CHORD (3)0.131"x 3/4"'NAILS EACH END / REQUIRED BETWEEN ��SPACERS-NAIL w/ 3 0.131"x 3"NAILS OF TRUSS WITH / --ROOF SHEATHING(A NOTED) O 1. _ 0.131"x 2 112"NAILS @ 6'"O.C.i ROOF SHEATHING(AS NOTED) LOOKOUTS o (U.O.N.ON WALL LAYOUT)! - _-- —— - -BOTTOM CHORD OF GABLE END TRUSS = _ � 2x�BARGE RAFTER BALLOON FRAMED S UDS (AS NOTED) I I 1 I FASCIA BY OTHERS THREADED ROD ASSEMBLY ( ) -SINGLE PLATE NAIL TRUSS I I I I i SECTION A-A 2x4 LOOKOUTS @ 48"O.C. BOTTOM CHORDWITF 0.131"x 3)/4'° I I \� I I I `L 2x4 LOOKOUTS @ 48 O.C. FOR OVERHANG NAILS @ 6 O.C. �� H3 CLIP OR EQUAL AT EACH -H3 OR EQUAL AT LOOKOUT EACH LOOKOUT GABLE END TRUSS(DROP GABLE) ---ROOF SHEATHING(AS NOTED) 2x6 BRACE SPACED @ 48"O.C. m CLIENT: UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END MELBA RESIDENCE D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT I I I I I I \\ !I ON ROOF LAYOUT. TRUSS sD s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN% OF EXTERIOR ROOF PITCH I I I I I I ��\ ;-ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE ENCi PROJECT: WITH 0.131"x 2%"NAILS IF BRACE TRUSS 381 5th STREET H2.5A AT EACH LOOK(UT LENGTH EXCEEDS 9'-0". I � � ATLANTIC BEACH,FL 2x4 LOOKOUTS @ 48'' .C.FOR �,\ --NUT&3"x 3"x/4"WASHER I I I I I \� 2 JOB NUMBER: COUNTY: OVERHANG / I �, 16-1652 DUMAL A g SCALE: / PROOF SHEATHING(AS NOTED) , —LSTA12,LTP4,OR SDWC 15600 12"LONG SCAB a %"/ -1'-0"(U.O.N.) 2x4 SYP BLOCKING BETWEEN - - @ 48 O.C. (MATCH BOTTOM CHORD) = - LOOKOUTS o / 5 DO NOT SCALE THIS DRAWING / ' \ \ WITH „SPACERS RELEASE DATE: '----BALLOON FRAMED ST DS -_ -SEE DETAIL"G"ON SD-6 01-11-17 WHERE THREAD=ODS (AS NOTED) A \ \ REVISIONs: ARE SPECIFIED. �� GBC CLIP- 2 REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE DOUBLE PLATE ,�� O � END TRUSS TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING INTERIOR VAULT al' - ll r' i,i ll TRUSS TO DOUBLE PLATE WITH \ 2 2x_DOUBLE PLATE DRAWN BY: �,-!\l EXTERIOR SHEATHIN SHALL BE � �O w DJM /y, 0.131"x 3Y4"NAILS 8"O.C. NAILED TO UPPER PL OF @ THREADED ROD ASSEMBLY 9 CHECKED BY: NOTE: MJB-JJJ r. DOUBLE PLATE WITH -2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE#2 SYP. 2x STUDS i; 1,11", / - = TITLE: 0.131"x 2%"NAILS 6'O.C. CONTINUOUSLY BETWEEN BRACES IriI ll %��/l\\l @ _ TRUSS BRACING AND \� (U.O.N.ON WALL LAYOUT) GABLE DETAILS E DETAIL- BALLOON FRAMED GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING G SECTION-PLATFORM FRAMED GABLE END � SHEET: SD-6 INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH sD-6 THREADED ROD NOT SHOWN FOR CLARITY sD 6 SD-6 L i INSTALL SSP OR SPH_CLIPS AT 32"O.C.AT ULSBERG NOTE: - DOUBLE PLATE ATTACH DOUBLE PLATE TO STUD PER --_ ENGINEERING, INC. DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 -` - DOUBLE PLATE NAILED WITH O 6 10d x 1 X2"NAILS JACKSONVILLE,FL.32258 UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD P:904.886.2401 F:904.260.4367 W www.HulsbergEngineering.com CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD FLORIDA C.A.NUMBER:25846 STUD TO BEAM BELOW @ 32"O.C.(U.O.N.), CS16 STRAP(CUT TO LENGTH)FROM UPPER NOTCH BEAM AS REQUIRED TO - t;irati�itri� / NAIL INTO UPPER STUD WITH(11)10d AND NAIL STUD TO HEADER BELOW @ 32'O.C.(U.O.N.). �,''' }r INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE - NAIL INTO UPPER STUD WITH(11)10d AND NAIL �,,►* ' �s Y , ► .;�'0� ` BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE j INTO HEADER WITH(11)10d NAILS. 3 �. BEAM BEARS ON(2)2x_JACKS BEGIN NAILING NAILING 1"MINIMUM BELOW TOP OF ( ) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE'+ , TYPICAL-U.O.N. a No a BEAMCONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE AND LOWER DOUBLE PLATE. BEAM(AS NOTED) FLOOR SYSTEM(AS NOTED) NATE (NOTCHED BEAM) r s '' A DETAIL- UPPER LEVEL STUD OVER BEAM �- BEGIN NAILING 1"MINIMUM BELOW DOUBLE _ ',,"`�Tt�C.�`.0 0Rt0 ;''��►►��' PLATE "",p� * 1-fi17107 �,� % SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ` NAIL SHEATHING TO DOUBLE PLATE WITH DOUBLE PLATE COMMENTS: MONOLITHIC FOUNDATION-EXTERIOR (2)ROWS OF 0.131"x 2%"NAILS @ 64'0.C. -LOWER LEVEL HEADER(AS NOTED) y NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. X"x 6"TITEN HD SCREW ANCHOR or X"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR o or%°THREADED ROD SET 412"INTO ADHESIVE SPH_@ 32"o.C. G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW i EXTERIOR BEAM(AS NOTED) STEMWALL FOUNDATION-EXTERIOR SD 7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED X2"THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE -BEAM INSTALLED BENEATH DOUBLE PLATE j INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening Schedule USE MONOLITHIC CONDITION 5i¢n);san ID USP ID Uplift Capacity Ibs) Fasteners Anchora a(U.0.N.) J CONDITION: 2 A35 _ MPA1 n/a (12 0.131"x t'l" n/a - ° ABU44 Z PAU44-TZ 2200(SYP) (12)0.162"x 2/a'or(12)0.162'x 3'/z 5/8 wr 7"embed 'DROPPED BEAM ) ABU66 Z PAU66-TZ 2300(SYP) (12)0 162"x 2'/ or(12)0,162'x 3`/ 5/8 4 T embed e 1705( CS, RS150 SYP or sPF') (11)0-.-148" Win in each end-(22)total_ n/a DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL- EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775{SYP orSPF) (8)0.148"x 1'/t into studs n/a B _ (S)0-148'x I'W into double plate 3 SD 7USP DTB-TZ SIMILAR SD 7 D:1L2Z DTB-TZ 2145(SYP)1835(SPF) (8)!'x,W'SDS /T w/4l,"embed(mono)and 7"embed(stem) a t ) GBC HC520 n/a (5)0.131"x 11/."into gable brace n/a (7)0-131'x 2%'into double plate H2.5AA jr1a.use R77 600(SYP) (5)0.131'x 2%'in each end-(10)total n/a MONOLITHIC FOUNDATION-EXTERIOR H25T In/a:use RT7 545(SYP orSPF) (5)0.131'x I14"in each end-(10)total n/a H3RT3A 455(SYP) (4)0.131"x 21"in each end-(8)total nfa ............................_.. ........ ............. ......... -- i 1"'x 12"TITEN HD SCREW ANCHOR Hf....... IFTAG_._. emsYP}820(sPF} (sy D 131'x z,/"in each end-(16)total tn/a ALTERNATE ANCHOR; Hs-- RTBA 745(SYP) (5)0.14$-x 1%in each end-(10)total n/a I or X"THREADED ROD SET 7"INTO ADHESIVE _ 12"x 6"TITEN HD z .'' HDQ8 n/a:use UPHD8 7630(SYP)5495(SPF) (^01 Y4 x 3"SDS 7/8'w/15'embed{SET-XP epox anf ) f EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDU5 PHD5 5645(SYP)4065(SPF) (14)1,"x 2'/a"3D 5/8"w/7"embed(mono)and 12'embed(stem) STEMWALL FOUNDATION-EXTERIOR HDU$ PHD6 6970(SYP)5020(SPF) (201 Y.x 3'SDS 7/8'w/15'embed(SET-XP epoxy only) (AS NOTED) WITH 2"xX"WASHER RttA_ 66 HTA16 - 1$1orsYP) (1010148"x 1/ 4 embed X"THREADED ROD SET 12"INTO ADHESIVE His20 HTS 24 oYHT83C HTUV20,HTUV24 orHT1N30 i450(SYP)i245(SPF) (10i 0.148"x 3 in each end-(20)totel n -H6 CLIP FROM IIHTS M1 6 or HTS M20 HTVVM16 or HTVVM20 1175(SYPI (8)0148'x 3"into wood n/a % POST TO BEAM (d)%"x 2Y4"Titen into CMU CLIENT: INTERIOR APPLICATIONS- (4)W x 1st:'Tien into concrete 3 MELBA RESIDENCE IF EDGE DISTANCE EXCEEDS 5' USE LAP BEAM PLIES AND H7T4 HTr4 4235(sYP) 3640(SPF) (18)0.162"x 2/" 5/8"w/7'embed(mono)and i2"embed(stem) %"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) H75 HTr5 5090(SYP)4375(SPF) (26)0.162"x 2'f" 5/8"w/7'embed(mono)and 12"embed(stem) - LTP4 MP4F n/a (12)0.131"x I%` n/a or X"x 8"TITEN HD SCREW ANCHOR 0,131"x 31X"NAILS PER PLY LSTA18 LSTA18 1235(SYP)IIiO(SPF) (7)0.14F)(Y in each end-(14)total n/a PROJECT: 5 LTS12 LTW,2 775(SYP)665(SPF) (6)0.146'x 3"n each end-(12)total n/a 381 5th STREET or/ THREADED ROD SET 6 INTO ADHESIVE PT POST(AS NOTED) MSTA24 - MSTA24 1640(SYP)1455(SPF/ (9)0 148 x 3'in each end-(18)total n/a - MSTAM24' MSTAM24 1500(SYP or SPF) (9)0.148'x 3'into�"rood n/a � ATLANTIC BEACH,FL C DETAIL-TYPICAL HTT5 INSTALLATION (5 �� x Titen;ntaCMU ' -H6 CLIP FROM POST i1 5)%"x 1'/,'Tlten into concrete s JOB NUMBER: COUNTY: SD 7 (USP PHD5 SIMILAR) TO BEAM ! !I MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148'x 3'in each end-(22)total nfa 16 DUVAL PT POST(AS NOTED) MSTA36 MSTA36 2050(SYP or SPF) (1310 148"x 3"in each end-(26)total n/a _ o SCALE: -1659 MSTAM36 MSTA M36 leml YP or SPF) (13)0.148"x 3'into wood n/a EXTERIOR BEAM 3" = V-0" U.O.N. ABU POST BASE (8)%x 2l."Titen into CMU 8 MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) AS NOTED (S)/ x 1 f'Titen into concrete DO NOT SCALE THIS DRAWING ( ) MTS12 or MTS20 MnV12 or MTW20 1000(SYP)860tSPF) (7)0.148'x 3 in each end-(14)total n/a s"THREADED ROD SET 15"INTO ADHESIVE b -X"THREADED ROD h�TSM16 or M rsM20 H iV+ln�is or l�T)nrtnz0_ $so{sYP) - -�a D 14s"z 3 into ti�rco -- - n/a --- RELEASE DATE: PLAN V EW AT TOP OF POST o (4 x 2Y."Titen into CMU 01-11-17 j - _ -W1 H NUT SET IN (4}/'x tfTi#en into concrete - REVISIONS: ' STEMWALL FOUNDATION-EXTERIOR 1 .0 ADHESIVE PA51 ITA51 2940(SYP or SPF) (14)0.162°x 2W'or('14)0.162"x 3/,!' 4"embed X' THREADED ROD SET 15 INTO ADHESIVE - 7"EMBEDMENT sPH4 or SPH6 sPTH4 or sPTH6 680(sYP)�85tsPi} (12)0: x 1/z n/a -- -- SSP RSPT6 350(SYP ar SPF) (4)0.148'x 1/"into studs nfa / G I I (3)0.148`x 1%"into double plate / a o 1 ° j STHD14 STAD14 4210iSYP or SPF) (30)0 148"x 3 V 14"embed DRAWN BY: INTERIOR APPLICATIONS- ii DJM IF EDGE DISTANCE EXCEEDS 5" USE a ° I a % Notes: a1 1 a / 1.All connectors are manufactured by Simpson Strong-Fie or USP Structural Connectors(U.O.N.) CHECKED BY: X"THREADED ROD SET 8"INTO ADHESIVE \ a I I j 2.SYP=southern Pine;SPF=spruce-Pine-Fir MJB-JJJ a u i TITLE: 3.Mono=monolithic concrete;stem=masonry stemwall or bond beam SIDE VIEW AT BASE OF POST 4.Anchorage refers to threaded anchors with noted diameters and embedment depths METAL CONNECTOR DETAILS D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST SHEET: SD 7 (USP PHD6 SIMILAR) SD 7 SD-7 ,, HULSBERG ENGINEERING, INC. DOUBLE PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 - w P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com 25846 �a ',e °1 HEADER(AS NOTED)MAY BE RAISED TO BOTTOM a O o OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT ° TOP OF OPENING WITH RAISED HEADER. `L I 3 •� ,�.�� t,' �= 4t 49 O O0 O � I, FASTEN SHEATHING TO HEADER-- °! - ,04411$40 X74 IN 3"GRID PATTERN AND FASTEN JESSE J. No.786TPE ° °' '° � (2)MSTA30 STRAPS � FL PE No.785233 SHEATHING TO ALL FRAMING @ 3"O.C. ° ° °; s COMMENTS: USE 0.131"x 2Y2"NAILS AT ALL LOCATIONS(U.O.N.) NOTE:SHEATHING ONLY SHOWN FOR ° ° ° ° NARROW WALL SECTION. REMAINING SHEATHING NOT FASTEN PLATE TO HEADER— Ol O O SHOWN FOR CLARITY. wl(2)ROWS OF 0.131"x 3Y4"@ 3"O.C. ° --MINIMUM(3)STUDS MINIMUM(3)STUDS-----_ ° ° ° - o o ° o 0 0 _ 9 i ° ° o I MINIMUM 6° RATED SHEATHING °j ° O °. 5-2i NAIL BLOCKING TOGETHER W/(3)EVENLY SPACED ° `i ° ° N s 0.131"x 3%" ^" r. A« N O O O STHD14 EMBEDDED STRAP--\\ (OR HTT5 IF NOTED) o ° CLIENT: MELBA RESIDENCE X8"EPDXIED ANCHOR BOLT �STHD14 EMBEDDED STRAP m PROJECT: �` w (7)MIN.EMBEDMENT wl �j °I° // (OR HTT5 IF NOTED) 381 5th STREET MINIMUM 2"x 2"x%s" °I° / ° j ATLANTIC BEACH,FL PLATE WASHER o� O / o JOB NUMBER: COUNTY: ° o 0//. 3 SCALE: O o ----CONCRETE FOOTING ° o o ° PER FOUNDATION PLAN DO NOT SCALE THIS DRAWING RELEASE DATE: 01-11-17 REVISIONS: u / DRAWN BY: m DJM N CHECKED BY: _ MJB-JJJ 6 TITLE: F 15 APA WALL DETAIL A DETAIL-NARROW WALL METHOD DETAIL � SHEET SG 8 ISD-8 0 - l ULSBERG 4 ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com UMBER;25846 MAIN EXTERIOR 2x6-/ WALL / HEAD RABOVE _:. ?X062 �-FASTE JACKS/KINGS(i.e.:CORNER STUDS) ATTACH LEAD STUD TO TOGEI HER WITH 0.131"x 3"NAILS @ 8"O.C. _ = t ATE ��`�• OF WITH 4"x 4 2"SDS SCREWS STAG ERED(TYPICAL EACH CORNER) o ,,A, .��w�o @ 12 O.C.STAGGERED S►% Q� r WIND W 2)2x6 JACKS AND(2)2x6 KING STUDS Q ✓ +�`/ �� c? COVER INTERIOR&EXTERIOR SHEL ;''�� 7 SIDES w/SINGLE PIECE OF j-{3}2x6 JACKS AND(2)2x6 KING STUDS JESSE J.JANNETTE,PE %6"RATED SHEATHING NAILED (STUDS ARE FULL-HEIGHT AT THIS m FL PE No.78623 @ 3"O.C.ALONG EDGES&6"O.C. 2)1 a"x 9 4°LVL HEADER END OF HEADER s COMMENTS: 0 IN FIELD w/0.131"x 2%"NAILS L a PLAN VIEW OF TYPICAL WINDOW SHELF SIDEWALL/COR ER FRAMING i BOXED OUT WINDOW NOT SHOWN FOR CLARITY. (SHADED AREA) SEE SECTION"A"ON SD-9 / o 0 R 3 2%2"RATED SHEATHING IN FLOOR 3)F ATWIS 2x6 PLATES WITH FLOOR WINDOW SEAT BUTT SHEATHING — (4)0.131"x 3"TOENAILS TOP AND ( BOTTOM EACH END. TO PLATES-DO NOT RUN e•� a UNDER PLATES) m CLIENT: R MELBA RESIDENCE iz IN.2x4 @ 16"O.C. - PROJECT: -(3)FLAT ISE 2x6 PLATES WITH 381 5th STREET (4)0.131" 3"TOENAILS TOP AND ATLANTIC BEACH,FL BOTTOM EACH END. JOB NUMBER:16_1652 COUNTY:DLIV L 3 SCALE: V-0"(U.O.N.) N DO NOT SCALE THIS DRAWING RATE SHEATHING RELEASE DATE: n - 01 -17 REVISIONS: i BALLOON FRAME WALL WITH - 2X6 STUDS @ 12"O.C. DRAWN BY: w DJM CHECKED BY: MJB-JJJ TITLE: WINDOW SHELF DETAIL A SECTION -WINDOW SHELF B DETAIL-STAIRCASE WALL FRAMING AROUND BOXED OUT WINDOW OPENING w SD-9 SQ-9 9 SHEET: SD -9 NOTE: ! ULSBERG SDWC 15600 SCREWS MAY BE USED IN LIEU OF METAL CONNECTORS FOR ALL OPTIONS. ENGINEERING, INC. - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com FLORIDA C.A.NUMBER:25846 z xQ ROOF SHEATHING .�- �` N \ 2x4 BLOCKING Baa . , xk — (2)0.131"x 3'/a"TOENAILS �` A ' x ROOF SHEATHING AT EACH END g � 77- RAISED HEEL TRUSS N �i 2x_BLOCKING 2x4 BLOCKING(FLATWISE) - e 7xBETWEEN TRUSSES- ' 0.131"x 3%"TOENAILS 3"0.C. SHEATHING NAIL TO DOUBLE PLATE �(��`a STATE j�� (2-MIN.)AT EACH END @ / WITH 0.131°x.C� Q :4�a'� ` t� 1C��►� '��',�F RAISED HEEL TRUSS NAILS @ 6 0 ,4'*r 0 1- am CONNECTOR—\A - '4�4� �'�'� € 1E,PE DOUBLE PLATE No.F No.78623 i�DOUBLE PLATE ! CONNECTOR COMMENTS: J CONNECTOR SHEATHING JOINT 0.131"x 3%"TOENAILS @ 8"O.C. 3 E 0 SHEATHING A DETAIL - RAISED HEEL TRUSS (OPTION 1) B DETAIL - RAISED HEEL TRUSS OPTION 2 0 SD-8 HORIZONTAL SHEATHING JOI T AT TOP OF DOUBLE PLATE HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE a 3 OFFICE.a C COPY CLIENT: v MELBA RESIDENCE PROJECT: 381 5th STREET ATLANTIC BEACH,FL JOB NUMBER: COUNTY: 1A-1652 DUVAL 3 SCALE: T-0"(U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: --- -- REVISIONS: m i DRAWN BY: DJM CHECKED BY: = MJB-JJJ TITLE: y RAISED HEEL TRUSS W DETAIL SHEET: L SD -10