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801 Paradise Ln RES19-0121 New Home ' RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0121 .0 n 8005EMINOLE ROAD ISSUED: EXPIRES: •r � ATLANTIC BEACH, FL 32233 • • •NE LINE • • • • • • • INSPECTION •CONFORM •• • • • r OF • ' • • BUILDING CODE,ALL IPMC, AND CITY OF • • OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK: 801 PARADISE LN RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY HOME $370280.75 FAMILY RESIDENCE TYPE OF ZONING: • SE : • CONSTRUCTION: NUMBER: GROUP: 172376 0165 PARADISE PRESERVE COMPANY: ADDRESS: SPRINGFIELD BUILDERS LLC 13846 ATLANTIC BLVD 4204 JACKSONVILLE FL 32225 OWNER: ADDRESS: SPRINGFIELD BUILDERS LLC 1881 BEACH AVE ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. I I PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. P PUBLIC UTILITIES METERBO%SEWERCLEAN OUT INFORMATIONAL all meter bo.es,sewer cleanouts and valve covers are set to grade and visible. Issued Date: 1 of 3 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0121 'j ISSUED: 800 SEMINOLE ROAD EXPIRES: i ATLANTIC BEACH. FL 32233 3 PUB LIC UTILITIES RTI SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout t0 be sMt- grade and visible. 4 PUBLICWORKS DRIVEWAYAPRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line,; e f ZP are not allowed in the right-of-way. 5 PUBLICWORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erasion control measures must be Installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erasion and Sediment Control Inspection prior to Start of construction. 6 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain c n-site during construction. 7 PUBUCWORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Rall off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. R PUBLICWORKS RIGHT OF WAV RESTORATI ON INFORMATIONAL Notes: Full right-of-way restoration,including sod,Is required. 9 PUBLICWORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 10 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way Is 20 feet. 11 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL Notes: Back porch size Is limited to 79 SF or less only. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-32'-1000 0 $1293.00 BUILDING PLAN CHECK 4550000-322-1001 0 $646.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 45&0000-322-1006 0 $50.00 CROSS CONNEMON 4000006343-3]01 1 $So'Bo PUREVIEWRESIDENTIALOLW 001-0006329-100] 10 $50.00 Issued Date: 2 of 3 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0121 ISSUED: 800 SEMINOLE ROAD EXPIRES: D ATLANTIC BEACH. FL 32233 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 ATA PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 SEWER SYSTEM DEVELOPMENT CHARGE 415-0000324-0301 0.75 STATE DBPR SURCHARGE 455-0W0.208-0700 0 STATE DCA SURCHARGE 455-OW0208-0600 0 0WATER METER ONLY DOMESTIC 4000000343-3301 0 0WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 0ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000.329-1003 0 0 Issued Date: 3 of 3 City of Atlantic Beach APPLICATION NUMBER Building Department (To be asci ned by the Building Department.) 800 Seminole Road _ „b ( -7Atlantic Beach,Florida 32233-5445 Phone(904)2475828 Fax(904)247-5845 �L E-mail: building-dept@coab.us Dale routed: T Cityweb-site: hltp://vrv+ mab.us APPLICATIO.�(N REVIEW AND TRACKING FORM Property Address: Pnl De ent review required Yes No Applicant: 0 ((, ning &Zoning Tree Admlms ra or Project: K)Gtz cc��IADGLG �A'YVIIL`7' ublicw ublic Utildies Public Safety Fire Services 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 Distnct Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION❑ roveSTATUSr�v��� Reviewing Department First Review: Appd. Premed. ❑Not applicable (Circle one.) Comments: ILDING u PLANNING &ZONING Reviewed by: Date: / �'g �U TREE ADMIN. Second Review: pproved as revised. ❑Denied. [-]Not applicable PUBLIC WORKS Comments: ,q ,©� PUBLIC UTILITIES �V PUBLIC SAFETY Reviewed by: Date: 2d FIRE SERVICES Third Review: ❑Approved as revised. ❑D iad. ❑Not applicable Comments: Reviewed by: Date: Revised 05118/2117 OFFICE COPY Revision Request/Correction to Comments HIGHLIGHTED ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY 15 REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 n Phone: (904) 247-5826 Email: Building-Dept@coab.us PERNrIITW: t S « Ot ZI 0 Revision to Issued Permits OR I Corrections to Comments Date: C/-L9 - zcri 9 Project Address: 8101 G(�+c� s(� L...J !� Contractor/Contact Name: J�1'..a k q tD.r1J n 14.E 1I.A 1 Contact Phone: 4404 l,L1• 024 5 Email: (-A Description of Proposed ,Revision/Corrections: L I APA 29 2019 Irk� •..d', affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) I proposed revision/corrections add additional square footage to original submittal? • to XYes(additional s.f.to be added: /Sb ) • Will proposi�ed, revision/corrections add additional i ase in buil ' o original submittal? ❑No *Yes(additional increase in buildi n al / O )gon[ador must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ — O Revision/Plan Review Comments ' n Sydl✓ ph rjupitS n4. 4A4, Tab copy Tel Department Review Required: Bui Planning&IAnln Reviewed By Tree Administrator is Works 4 Public Utilities Public Safety Date Fire Services uoeoceem/v/ig Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 qq Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: J'��5/9 Revision to Issued Permit OR lkl Corrections to Comments Date: y—Z9 -/I Project Address: Contractor/Contact Name:T=ri:./� D�•ialar P"c�'1��N Contact Phone: yb( 471. OLyS - Email: (3i�,. ).. dd at G7 cr . •i.a� Description of Proposed Revision CrrctoDn, // 1 / e5 (" .(�i,,.l req,,.rd— �sTc�l y'Zt I / 6{t &k Ilw v)� affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will prgposed revision/corrections add additional square footage to original submittal? L.ro ❑ Yes(additional s.f.to be added: ) • ill pr sed revision/corrections add additional ' cre a in buildin be to original submittal? o ❑-Yes(additional increase in build; valu $ )(contractor must sign R increase in valuation) *Signature of Contractor/Agent: / (Office Use Only) L� M Approved 11 Denied ❑ Not Applicable to Department Permit Fee Du $ V O.Od Revision/Plan Review Comments ent Review Required: Building /' L'Y g&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services urd•tedia/v/ia CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 r file BUILDING REVIEW COMMENTS Date: 4/29/2019 _ Permit#: RES19-0121 Site Address:801 PARADISE LN Review Status:denied REM 172376 0165 Applicant:SPRINGFIELD BUILDERS LLC Property Owner:SPRINGFIELD BUILDERS LLC Email: RALPH.BUCK.DAVIS@GMAIL.COM Email: Phone:4046260245 Phone:4046260245 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correcile omments• Submit 2 copies of the energy calculations. (/I/ Submit 2 copies of the Evaluation Report for the FL#for the James Hardi uilding Products Inc. ✓S Site plan missing information that is shown on floor plan. A PDF will be attached for surveys now required[o build m Atlantic Beach. Contractor shall sign and date the site plans next to the F.F.E. 2 Copies. I7't a" y, yo ear� Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 (904)247-5844 Email:mjones@coab.us C mc('w Rfvi o l✓ Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision byway of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which I a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with City of Atlantic Beach APPLICATION NUMBER Building Department (To be asci nad by the Building Department.) 800 Seminole Road _ O 1 -7 / Atlantic Beach, Florida 322335445 (�J Phone(904)247-5826 Fax(904)2475845 /L E-mail: buildingdept@coab.us Date routed: T City web-site: http://v v.mab.us APPLICATION /� REVIEW AND TRACKING FORM Property Address: ,PC( 1 ,"RAnls 'W Q De ant review required Yes No Applicant: l) ILp ning &Zoning Tree Administrator Project: S c A_DGGG �fa'YVl 1 _blit ublic Utilities 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 Transportation SL Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. ❑Not applicable (Circle one.) Comments:> ;+,e �p n� BUILDING v 14� '�` Pf`^ Ilea , BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: pproved as revised. []Denied. []Not applicable PUBLIC WORKS Comments: _ PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:/;_;?� 04=_= Date: 5'3 - f 9 FIRE SERVICES Third Review: []Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 06N9/2017 1 I Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN 151 City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 C� Phone: (904) 247-5826 Email: Building-Dept@N coatims PERMIT H: "5 19 - O('LI ❑ Revision to Issued PermitOR Corrections to Comments Date:_7 'Z9 ' 7. 19 �7 Project Address: Sol Gf e-Alc, L•.n, �7 Contractor/Contact Name: J�f��a k-,c���.r1J�n IJ.Kt:,I,�✓u 11 Contact Phone: _tL09 VV. 024 J Email: Description of Proposed ,Revision/Corrections: L I 1 �GUtSs.c� S' 1'e, o`an — CofYcc,T k.Oykpyn APR 29 2019 Irra� ,l..a�r._�wPr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • proposed revision/corrections add additional square footage to original submittal? o XYes(additional s.f.to be added: /Sb ) • Will proposed revision/corrections add additional i r ase in buil ' o original submittal? FIND N*Yes(additional increase in buildin all / O )(Con[rattormust sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved Ll Dented ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: Buil Plamm� &Zoning Reviewed By Tree Administrator is Works S=3- i y Public Utilities Public Safety Date Fire Services updowd:10/17/1e T" City of Atlantic Beach __ APPLICATION NUMBER (;--�'J"'JP � Building Department F y .' C' (To be asci nad by the Building Department.) r 800 Seminole Road F �0 � -7'( Atlantic Beach, Florida 322335445 APR 2 L 1 Phone(904)247-5826 I'm(904)24745 4 ZRj3.._ —/.. caoaw' E-mail. buildingdept@coab.us PPPPPP Date routed: Cityweb-site: http:/Avmvcosb.us APPLICATION REVIEW AND TRACKING FORM PYopertyAddress: PC)! ntreviewre uired Yes No Applicant: U j nmgg &Zoning Tree Administrator Project: ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Reviewor Receipt Date Of Permit VedFled 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. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revi.d 0511912017 Revision Request/Correction to Comments "*ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 p Q °s'vY Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: VG'S ( l — ok" Ell Revision to Issued Permit OR 9correttions to Comments Date: N'Z9 - Zol Project Address: 8OI -? -ck;c, ( dam , Contractor/Contact Name: (!r'rj Q- Lr O.rtd�n 11 Contact Phone: L{Otf (.m. oZ4 J Email: (-A 1. .T�C.� •�.e.tis +n q ma'. caM Description of Proposed ,Revision/Corrections: 1 I 1 �LV�S�-t� 5'•T<. o,a — CofYtc,'! L�O4x-a tws APR 29 2019 Ics� �...ic ...3'r affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) . proposed revision/corrections add additional square footage to original submittal? o .Yes(additional s.f.to be added: /Sb ) • Will proposed revision/corrections add additional i rase in buil ' o original submittal? ONO >11-Yes(additional increase n buildin alt 60 O )(ContraRor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) VAApproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De tartment Review Required: ^ Buildrua Z4 Plannin &Zoning _ T. -_ vi wed By Tree Administrator is Works APR 3 0 2019 Public Utilities Public Safety �y' to Fire Services V duredm/v/1e City of Atlantic Beach APPLICATION NUMBER Building Department (To be ass' ned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: buildingdeptc@coab.us Date routed: + Cityweb-site: hftp:1Am .wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 8 J! T RR4r)iCP, LO Deitaillinlent review required Yes No Applicant: l) IL ning &Zoning �1 Tree Admmis ra or Project: cJL�CiL.6 `-{�-yyt(L y ublicw rlc �— ublic utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept of Environmental Protection Florida Dept of Transportation St.Johns River Water Management Distnd Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ��'�� Dater TREE ADMIN. Second Review: ❑Approved as revised' ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 06/19/2017 ,J PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: f Z 5�jj Application ft: K ES ll-/ — 0121 Project Address: Z01 —kQ.{ljjd/$t Larie Check Box Check APPLICATION TRACKING COMMENTS to Add Boxto Com t Prim Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be Installed at the property line. Cleanout must be RTI sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RP2 be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change,any fire line Serious Installed must be metered with a Sensus touch-read meter In a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ ❑ Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fires sprinkler p system Is provided,call 247-5878 for backflow requirements. ❑ ❑ Requirement At a minimum,will require a double check backflow preventer. Fire Une Fire lines must be metered with a Sensus touch-read meter. Meters larger C! 13Meter than 2"must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. ❑ ❑ Disconnect &Cap Disconnect and cap water and sewer lines. ❑ ❑ Inspection Must call the Inspection Line at 247-5814 to request an inspection of the ❑ ❑ Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ O ❑ ❑ ❑ Building Permit Application OFFICE Com,12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 f(.,� -� Phone:(904)247-5826 Fax:(904)247-5845 Job Address: !M /?CX0,A ICC �_nn& Permit Number: R�--,IEl - h 12: I Legal Description , PA C tg,1'-��ty' fVG y��V+t�tdt��Afl REtt 1'1'l�sllo'O�IeS Valuation of Work(Replacement Cost)$Qgnl(XG. Heated/Cooled SF 14vIiA Nom-Heated/Cooled Q • Class of Work(Circle one): ® Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial 4 esidenti • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: ur jeilALILAta41 New Otecq -_ s4«,.�y e4 tied home, Florida Product Approval 4 for multiple products use product approval form Property Owner Information Name: 1.. Address: ' CityState��._ZiDao�oZ•15 Phone E-Mail r'O.X 40h• 'OL4t)k• du4%j419 q fnPA4 •C&'V% Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company:y� L Qualifying Agent: 1t c1nh��V1, Address City-SX& XCea!i•State _Zip ' 3% Office Phone a Job Sae/Contact Number State Certification/Registration# G C t to E-Mail valon- hLc'K . rsaJ\-, 014V)O.l •c mrn Architect Name&Phone# _ to zh-JI, Engineers Name&Phone# G s I$ Workers Compensati i0,Aexi%66 4- e&/ Lease Employees/rxpgrtion Date Application is hereby made to obtain a permit to do the work and installations as Indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING ONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDII C? YO TICE OF COMMENCEMENT. % (SlgnaWre of Owner or Agent) (Sign of Contractor) Qndud g ontractor) Signed nd sworn to or affi be a th Z 1 day of Si ed and mom to(or a I bpfor 's&CZV of Ig t of N TONI GINDLESP R ersonally Known OR e - MY WMMISSIGNtlFF924'61 j Personalty Known OR :S'"•°' -- iONI GINDfEGPEgOR OProduced ki in... "' _ si EXPIRES tobem'019 )produced ldent�catio MY 00MMISSIDN@FF 92 yI„j?=` eaneee inn wia�r�ubr�cuneeMmm �' g EJ(PIRES:October 6,2019 Type of Identifwtior ype of IdemrFcation: OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 6'" Edition (2017) Florida Building Code DEVELOPMENT SIZE: p Habitable Space (ftz): Non-Habitable Space(ft'): 7y6 LAND INFORMATION: II^^ Zoning District:_ Po YD Flood Zone: X i Minimum FFE: BUILDING INFORMATION: Construction Type: L/ Occupancy Group: Number of stories: 2 Max. Occupancy Load: Fire Sprinklers Required: CON DITIONS/COMMENTS: Doc k 2014167259, OR BIC 16857 Page 2100, Number Pages: 1, Recorded 07/28/2014 at 01:58 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 DEED DOC ST $840.00 OFFICE COPY Warranty Deed This InJeUWre, a:ade,July 2q?Illa A D. ltetwt¢n W'HW Imaamms }1anaRavM,tbC+Max'pos!v1lne vMJras is:Orc Iudeprndent Drivr,Suhe IN}0,lneL:onniL^.Flasiaa32M V LimNed LdMlm Campay cartmR ower�luxa os'she Stu of Florida.Granmr and SprmRneW Ituddna,LtA:udmsu pvno:f><aaddeess�:186t Meauh Axmve Ada!uiaEexh, Flwpia 3323J,Grmasc W9Meaxeth,IM1H!he Aid Dnmve fur aw is cowden0an o1 Ore xnn:urTw mN?1a%IOp Lbll¢!x.(SIU W k irit m hub Nitl by RF181d(il0a[tt.L''4'Rttlpl HdMegfxIMrchY a^mmda;¢ed,IW.rr:Iffli id'is NYd inMNIle Aid firaMC fV2e'p.MC folluaf^+�deeciheJ IoM.siueue•IYin4nw deb:g e+d:e C.ewR.vflluvvl, Sort ofFlnrNi m ten: InlN and 1e, P,fIfADISY.PHlSEHS'Y,netaNwR A plutlheree4 M rexvNN u Phil Anvh 5f,YaRe 31, 31A,31n uW 31G efthe public narda or Dual Caunir,Florida. Subjat m zas.kr rM1e amnu.>av,mu<nanhx?wakrion;aw easem ne of rcevM,of a+t- Ihmel Identifialpa$ivn¢y 1?235411165 avd Htrf6-0t%0 And dv Aid G'ramrdmx bathx'fulh'++arzancmetdlerosaid Ww,and x111 dand lheseme again Ox isobb claire orad, Inrumrahmmoen- Irt Witness iYA¢oeot, Jn AN Umner hezuwN dds hunarn q:o aaa'uud m iU nvx b hx J:JI'aud:whN ofOtte aw cuvai:u earlmrarc nevi w heaflncd UwdaY aMcur OrAvbovemirsn WV14'Imexlmeul Nvweavae�N,(.LC SigndartdSedediaOur Pruuacia, "'Mla®H.WeMu,l L j N 3lardis,Mender N'RNFyb$1f:4Tf: !'' a WNT D(IE�t3� ,\ flENE pMM5400pNAN £ NWu5 PUMlk•SIMd MfIMNe. Muors, SSIG�'A�E• s � Mr Onion.CW1b"A"S,241 Wlwca eller%mr. t•T xr3E-'x at a�lydf,2- :;?m , c�,cwn*ff hoar stamuf Ponca coati.04 Dural The rurgaing nsuumestt las u'v:mHalgN hetvry nc th.lvlr 201a,Iry\Vutmn H.Wa1P n,N,Jlx MniAgmg Member of WNW In'rstmevt btangemenf,JA.CA Loodad Livbili.Canlpuvv exisltng uwerfls,IaosvfNe Slneof,,,uo,vn belulfaf':ffa u m' f?u+5hle isis pasvnalh'4vm:v.•I:re or lux prwlneda dd\'efx liana as idanlifwtinU } F6'D �LY�ltxxt�� f�J7�'j1,f}.9GJ �'. My Couun6sbn Evil...: C)'f' lcf'A/.,(C✓ pic,sa b}: O t f tuareHvmvwlNy Y.A., 1919.8Mrsdcg3HN Icksoan'Ola..Pkrhle 3VIO Vic il:mtlxr.J• 2 �m:weuvre U,ad• City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT r- 1 902 Assisi Lane Jacksonville,FL 32233 (904)247-5934 NEW WATER /SEWER TAP REQUEST Date_ 4-' Z 5-19 Service Address 601 t Ff[}}p I S G.,., nJ t Number of Units-/ Commercial_ Residential Multi-Family_ 3 " New Water Taps)&Meter(s)_ Meter Size(s) /4 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_ Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature T7�,. CITYSTAFFUSE ONLY Application p S� tq — Q I Z Water System Development Charge $ q ` UU Sewer System Development Charge $ Water Meter Only $­125700 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ $D, Q] Other $ TOTAL $��Lf Z5,0 (Notes) APPROVED Z ., Date Public tilities DirertororAudrorized Signoture ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED « s}murmmrtxxrizsa,xzwxmen= gal ea!pe d � =uwrm=e�awu euasa,d ee!Peied tt g .nt575�¢�5K'IPGIG'a7d 6aGC'T x�L' az mi A 9 t� ' 8� E � J 0 sl=,l81tl05 �' 3 e a Wg (k00'ZO/ U{ E ON 560M _ __ — y — Lo 8 n 3 � � R' T !&;aa 91 - 1 :31V3S � i7 (/ o ! � & 00101 \ ---- ---------- . k■ :���:� \ \) } \ — | -- ---------------- -----\ & r4 ALokfzoon i«§ �& ! 9 . I � . . � . . �u m•x 1.—. R.-RV 1e4reeB �+ ' °n�!P a "§ N .a.wr,rm�;cvmr. a1-1"P--d I tZM EV, l�CJIS�6�51•LW.>1GIG7d OAGL�J7G�P L/' .�. e t J w� m 131VOS oo'Zo! M,0 rzoav (M/.S61o1 M.tll£ooN .. I e 1RI NJ g NI Ix 9 M -------- (d),00'zol M,ol,MOONkse -- �g COMM���P�o��V +ii�l it ii'1 ;I}1 ll ".�ll Pljai [ 111 i3 Old 1ijlt �l ;ii 6 }{ is �1#:1il;tlil jr � , pal; i;li �' � „ 1 18 al 44!l� fail If Illi ;iij Mi., ! i 1 li,{,�>!� 11111.1-lirmilll1111,u,ll,11 Hill ,1 fl 1, y[�cvr�.sr w r� ;xowx xvX .�rrk-z y la V.0 qwv P� �• rarzs.mssarr-xvia5an ssrcum i:n. gel wipe d � �� uoey-our :msrs auas vzwl peed I�L'S7S3.6�SfLD'LFLC'7d Qa�LL7 aG�1/' ozwl fin..:. m 0 N N _ a �- ,9L=.L:3NB5 a z' i Ln , 9$ 00 ------- Ix i (M),Z9'101 g (d oozo1 MAl,fZ00N Z I I OFFICE COPY gr �---------------- I" - -- IP[EV III m dgll I $ m $ `ge o'I Ib 'LOT p 5 L �I IFPR t ijy I bma I I PARADISE LANE (PRIVA IE VARIABLE NIDM R/W) �u9R �914f�MgFM� � %AY --4 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name:_ L r5t -�s Permit # E S 11- U/2 1 ProjectAddress: As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide rnduct approval my be obtained at: www.floridabuildin .or . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 1 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5.Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action OFFICE COPY 12. other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Si ' 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. S nthetic stucco 11. Other D.ROOFING PRODUCTS 101n�� ti 1. As halt shingles 2.Underlayments 1 3.Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6.Modified bitumen 7. Single ply roofing 8. Roofi tiles 9. Roofm insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofmg 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof OFFICE COPY 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# 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 coil 2.Truss plates 3. Engineered lumber F�- 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material S.Insulation forts 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight OFFICE COPY 2. Other Category/Subcategory Manufacturer Product Descripfion Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPEPRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacnuefs printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Print Name �.. �,Ji.JU (Signature) (Contractor Name) ( ) Company Name: c xtr Mailing Address: \ City: Soc`�.—cnJt\�� State:-V \ Zip Code: 3 — n Telephone Number: ( ) Fax Number:( ) Cell Phone Number: -lQ �?`4� E-mail Address: V-O\Oh- ( ` OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: PARADISE PRESERVE LOT 24 Builder Name: MarcoHeating 8 Air Inc Street: Permit Ofice: DUVALCNTY City,State,Zip: ATLANTIC BEACH,FL.32233 Permit Number: Owner. SPRINGFIELD BUILDERS.LLC Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zane 2) 1. New construction or existing New(From Plans) 9. Wall Types(3008.0 sgflJ Insulation Area 2. Single family or multiple(amity Single-family a.Frame-Wood,Exterior R=13.0 1518.0011 b.Frame-Wood,Exterior R=19.0 1460.0011 3. Number of units,if multiple family 1 c WA R= ft- 4. 4. Number of Bedrooms 4 d.N/A R= fl' 5. Is this a worst case? No 10.Calling Types(1783.0 sgft.) Insulation Area a.Under Atic(Vemed) R=38.0 1518.00ft 8. Conditioned Boor area above grade(fl-) 2955 b.Under Attic(Vented) R=19.0 208.00 W Conditioned floor area below grade(q') 0 c.other(see tletuils) R= 57.00 fl 11.Ducts R IF 78 7. a. U-Facto,. 9 sggJ Description Area a.Sup:Attic,Ret:A for AH:Agic 6 278 a. U-Factor. Diol,U=0.33 395.92 fl' b.Sup: Attic,Rel:Attic,AH:Attic 6 131 SHGC: SHGC=0.22 to. U-Facl Dbl,U=0.55 48.001 12.Cooling systems kBtuOa Etfici SHGC: SHGi a.Central Unit 17.8 SEER 14.00 b.Central Unit 22.2 SEER:14.50 c. U-Facto: WA fl SHGC: 13.Heating systems kBbahr Efficiency d. U-Fedor: WA IF a.Electric Heat Pump 17.8 HSPF:8.20 SHGC: b.Electric Heat Pump 22.2 HSPF:8.20 Area Weighted Average Ovemang Depth: 7.992 ft. Area Weighted Average SHGC: 0.223 IC Hot water systems a.Electric Cap:500 gallons 8. Floor Types (29550 sgfl.) Insulation Area EF:0.999 a.Slab-OnGmde Edge Insulation R=0.0 1389.00 R' b. Conservation features b.Floor Over Other Space Rio 1264.00 ftNone c.other(see details) R= 302 00 8' 15.Credits CF,Pstat Glass/Floor Area: 0.150 Total Proposed Modified Loads: 79.60 PASS Total Baseline Loads: 80.22 n THE ST I hereby certify that the plans and specifications covered by Review of the plans and 4 4T this calculation am in gop)plj;ap9+py{h �w,yg, rspecifications covered by this y�VO FOS Code. ��I qtr r7 �"'R` calculation indicates compliance - C Deanewith the Florida Energy Code. PREPARED BY: Before construction is completed u4 DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that Idi ,as nod,is compliarlce Florida Statutes. with the Florida En COO WE.�J OWNER/AGENT. BUILDING OFFICIAL DATE: `'724- r9 DATE: - Compliance requires certi0w0on by the air handier unit manufacturer that the air handler enclosure qualifies as certified factorysealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report wqh envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 101312018 3 46 PM EoergyGauge®USA Section 8405.4.1 Completed Software Page 1 of 5 FORM R406-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: PARADISE PRESERVE LOT Bedrooms, 4 Address Type: Lot Infamlation Building Type: Ueer Conditioned Area: 2955 Lot• 24 Ovmer Name: SPRINGFIELD BUILDERS.L Total Stories: 2 Block/Submustion. PARADISE PRESER X of Unity: 1 Worst Case: No PlatBook: Builder Name: Mauro Healing&As Inc Rotate Angle: 0 Street: Permit Office: DUVAL CNTY Cross Ventilation'. No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,➢p: ATLANTIC BEACH, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment CLIMATE Design Temp In Design Temp Heating Design DailyTemp V Design Location TMY Site 97.5% 2.5% Winer Summer Degree Data; Moisture Range FL,Jarksomnlle FL JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 DOWN 1389 13890 2 UP 1566 14094 SPACES Number Name Area Volume Khoisan Omgzrtls Bedrooms 1.1il ID Finished Cooked Heated 1 Man 1389 13890 Yea 1 1 1 Yea Yes Yes 2 BEDS 1566 14094 No 4 3 1 Yes Yes Yes FLOORS f Floor Type Space Perimeter PerirtHer R-Value Amo Joist R-Value Tile Waal Carpet 1 Slab-On-Grade Edge Insdatio Main 146 8 0 1389 ft' — 0.3 0.3 0.4 2 Floor Over Cher Space BEDS — — 12648' 0 0.3 0.3 0.4 3 Floor over Garage BEDS ____ —_ 302M 0 0.3 0.3 0.4 ROOF / Roof Gable Roof Solar SA Ernest Emig Deck Pit& V S Type Matenals Area Area Color Absor, Tested Tested Ideal. (deg) 1 Hip Compositionshingles 1930X' OM Medium 0.9 No 0.9 No 0 28.6 ATTIC Ji Type Ventilation Ven Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1726X' N N 10/3/20183:46 PM EnergyGaugeO USA Sedion 8405.4.1 Compliant Software Page2 of FORM 8405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING • Coming Type Space R-Value line Type Am Framing Frac Trina Type _ t Under ABic(Vented) Main 38 Blean 124 ft` 0.1 Wootl 2 Under AOic(Vented) BEDS 38 Blom 13Mft 0.1 Wood 3 Under Attic(Vented) BEDS 19 Blom 172W 0.11 Wood 4 Under Altic(Vented) Main 19 Blown 36(P 0.11 Wood 5 "as Wall(Vented) BEDS 19 Blown 57 ft' 0.11 Wood WALLS Adjacent Space = rft He1gM SheaNirg Framing Solar Below m. 1 N Exterior Frame-Wood Man 19 37 0 10 0 370.0 ft• 0 0.22 0.01 0 -2 E Exterior Frame-Woad Main 19 52 0 10 0 520.0 IV 0 0.22 0.01 0 3 S Exlenor Frame-Woad Main 19 19 0 10 0 190.0ft 0 0.22 0.01 0 -4 W Exterior Frame-Woad Main 19 38 0 10 0 380.0 W 0 0.22 0.01 0 -5 N Shen., Frame-Wood BEDS 13 37 0 9 0 333.0 R 0 0.22 0.01 0 -6 E Exterior Frame-Wood BEDS 13 49 0 9 0 441.0 ft' 0 0.22 0.01 0 ] S Exterior Frame-Wood BEDS 13 37 0 9 0 333.0 ft• 0 0.22 0.01 0 8 W Exterior Frame-Wood BEDS 13 49 0 9 0 441.0ft 0 0.22 0.01 0 DOORS i Oral Door Type Space Slomla ILValw Ft vi Ft In Area 1 S Insulated Main None .35 3 8 24 ft' WINDOWS Orientation shown is Ore entered Pp,Pmad orientation. / Wall Overllerlg V i Omt ID Frame Panes NFRC U{actor SHGC Imp Area DepM Separation Int Shad. Screening I N 1 Vinyl Low-EDouble Yea 0.33 0.22 N 128.0ft 12 ft in 2ft0in None Exkrior5 2 E 2 Metal Low-E Double Yea 0.55 0.25 N 48.0 R2 12 ft 0 in 2 ft 0 in None EMenor 5 _ 3 E 2 Vinyl Low-E Double Yes 0.33 0.22 N 12.0ft' 2fl0in 2ft0 in None Ealenor5 _ 4 E 2 Vinyl Low-E Double Yea 0.33 0.22 N 8.0 R 12 ft 0 in 2 ft 0 in None Exterior 5 _ 5 S 3 Vinyl Low-E Double Yes 0.33 0.22 N 36.0 ft` 12 ft 0 in 2 ft 0 in None E denor 5 6 W 4 Vinyl Low-=Double Yes 0.33 0.22 N 12,0 ft- 12ft 0 in 2 ft 0 in None Exterior5 7 W 4 Vinyl Law-E Double Yes 0.33 0.22 N 24.0 M 12110 in 2 ft 0 in None Exlenor 5 _ 8 N 5 Vinyl Low-E Double Yes 0.33 022 N 8.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 9 N 5 Vinyl Low-E Double Yea 0.33 0.22 N 16.0 IP It 0 in 2 It 0 in None Exterior 5 _ 10 N 5 Vinyl low-E Double Yes 0.33 0.22 N 45.9 IV It 0 in 2 It 0 in None Exterior 5 11 E 6 Vinyl Low-E Double Yea 0.33 0.22 N 11l ft2 ft 0 in 2 ft 0 in None Exterior 5 _ 12 E 6 Vinyl Low-E Double Yes 0.33 0.22 N 30.6 t2 ft 0 in 2 A 0 in None Edenor 5 _ 13 S 7 Vinyl Low-E Double Yes 0.33 0.22 N 8.0 ft 2 ft 0 in 2 ft 0 in None Exterior 5 _ 14 S 7 Vinyl Low-E Double Yes 0.33 022 N 45.8I2 ft 0 in 2 ft 0 in None Edencr 5 15 W 8 Vinyl Lav-E Double Yes 0.33 0.22 N 12.0 ft 2 ft 0 in 2 ft 0 in None Extenor 5 10/3¢018346PM EnergyGauge®USA Section R4054.1 Compliant Softnare Page 3 of i FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE FloorArea Call Arae Exposed Wall Perimeter Avg.Wall Height Lxposed Wall Insulation 1 406.02 112 406.02 R 46 ft loft 1 INFILTRATION # Scope Melfrod SLA OEM 50 ELA EgLA ACH ACH 50 1 Wholehousa Pmposel ACH(50) .000421 3264.8 179.23 337.07 .4169 7 HEATING SYSTEM Syatem Type Subtype Efficiency Capacity Block Dude 1 Electric Heat Pumpl Split HSPF:8.2 17.8 kBtulhr 1 steel 2 Electric Heat Purl Split HSPFAL2 22.2 kBl 2 sye#2 COOLING SYSTEM # System Type _ Subtype Efficienry, Capacity Air Flow SHR Block Dude _ 1 Central Unill Split SEER:14 17.8 k8l dm 0.7 1 sys#1 2 Central Univ Split SEER:14522.2 kBWMr dm 0.7 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Se1Pm Conservation 1 Elwick N. Garage 0.999 S00 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart ; Company Name SysleT Metal Collector Madel; Amo Volume FEE None None __. fl DUCTS / —Suppy— —Rehm— Air CFM 25 CFM25 HVAC; V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON FILE Heat Cool 1 Aftic 6 2788 IF 89W Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 131 IF Attic 78W Default Leakage Attic (Default) (Default) 2 2 10/312018 3:46 PM EnergyGeul USA Section R405.4.1 Compliant So6ware Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programablre00r00'Thennosta((0t 0�Y (0(000�� rr I Ceiling Fans:11`` 7711 frfr 11 IrX111 �[X1I I[ ]1 100'Nov ���]J Doe H�eabnng t 'Jan [ 1 Feb pI)Mar p(] r 1 May Ixl Jun [X�Jul [ ]A g [ ] I%]Oct [X7 Nov I l� Dec Cooling Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 8 10 11 12 Cooling(M) AM 78 7' 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Gaoling(WEH) PM 78 78 78 78 78 78 78 78 78 78 78 ]8 ]8 Heating(CVD) AM 66 56 66 86 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(VVEH) AM 66 66 66 66 fib 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(B Ibslsg.8. 0 W 0 R 0.3 Main Default(B lbsJscft. W ft 0.3 BEDS Name: Test Rater Signature: Rating Compant: Test Rater Date: 10/312018 3:46 PM EnergyGmge®USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 99 The lower the Energy Performance Index, the more efficient the home. 1. Nev,home or,addition 1. New(From Plans) 12. Ducts,location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location AftictAtlic 3.No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13.Cooling system. Capacity40.0 a)Spin system SEER varies 5. Is this a worst case?(yesino) 5. No b)Single package SEER_ c)GroundAvater source SEER/COP 6.Conditioned floor area(sq.R.) 6. 2955 d)Room unit/PTAC EER_ e)Other 7.Windows,type and area a)U-factor.(weighted average) 7a. 0.354 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.223 14. Heating system: Capacity40.0 c)Area 7a 443.9 a)Split system heat pump HSPF 8.2 b)Single package heat pump HSPF g Skylights c)Electric resistance COP_ a)U-factor(weighted average) ea. NA d)Gas furnace, nature[gas AFUE_ b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace,LPG AFUE_ I)Other 9.Floor type, insulation level: a)Slab-on-grade(R-value) Be. 0.0 b)Wood,raised(R-value) 91b. 0.0 15.Water heating system c)Concrete,raised(R-value) 9c. a)Electric resistance EF 1,00 b)Gas fired,natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF A E#enor: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1,varies e)Dedicated heat pump with tank EF_ 2.Masonry(Insulation R-value) 10A2. f)Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 1081. 2. Masonry(Insulation R-value) 1082. 16.HVAC credits claimed(Performance Method) 11.Ceiling type and insulation level a)Ceiling fans Yes a)Under attic 11a. varies b)Cross ventilation No b)Single assembly 11b. c)Whole house fan No C)Knee walls/skylight walls 11c 19.0 d)Multizone cooling credit d)Radiant barrier installed 11d. No e)Multizone heating credit I)Programmable thermostat Yes 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,if not DEFAULT. I certify that this:,ine h complied with the Florida Building Code, Energy Conservation,through the above energy saving features 11 a installed(or )in this home before final inspection Otherwise,a new EPL display card wilrbep ted base stalled a compliantfeaturesBuilder Signatu {] / Date: I9 Address of New Home: go/ �Or�'u (,6^r- City/FL Zip: ATLANTIC BEACH, FL 32233 10/312018 3:47:20 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC Rh Edition(2017)Compliant Soflwere Page t of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3462 CORMORANT COVE DR Permit Number. JACKSONVILLE,FL,32223 MANDATORY REQUIREMENTS See individual code sections for full details. ✓/ SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) LLLWWW display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Flodda Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and elfidences of components installetl in a dwelling unit.The building official shall verify Nal the EPL display cab completed and signed by the builder accurately reflects Ne plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with Me requirements of Sections R402A.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attachetl single family dwellings shall be permitted to comply with Section C402.5. 8402.4.1 Building thermal envelotibe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for i iRerential expansion and contraction. fT R402A.1.1 Installation.The components of Me building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance IIIJJJ with We manufacturers instructions and Me critala listed in Table 8402.4.1.1,as applicable to Me method of construction.Where required by the code official,an approved third path shall Inspect all components and verify compliance. r71 R402.4.1.2 Testing. The building or dealing unit shall be tested and writhed as having an air leakage ate not exceeding seven air LWWKJ changes per hour in Climate Zones 1 and 2,and three air changes Par hour in Climate Zones 3 through 8.Testing shall W conducted in accordance with ANS101ESNETdCC 380 and reported at a pressure of 0.2 incl ws.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 189.105(3Mf).(g)or(i)or an approved third path.A written Most of the results of Me test shall be signed by the party conducting Me lest and provided to Me code official.Testing shall be performed at any time after creation of all penetrations of Me Wilding thenal envelope. Exception: Testing is not required for additions.alterations,renovations,or repairs,of Me building thenal envelope of edsung buildings in which Me new construction is less Man 85 Percent of Me building thenal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond Me intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,bacla raft and flue clampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed!at Me time of the test,shall be open. 4.Exam"doom for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5.Heating add cooling systems,if installed at the time of Me last,shall be turned off. 6.Supply and return register,if installed at Me time of Me test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers income.and outdoor combustin air.Where using tight-fitting doors on factory-built fireplaces listed and labeled In accordance with UL 127,Me doors shall be tested and listed for Me fireplace.Where using light-fitting doom on masonry fireplaces.Me doors shall be listed and labeled in accordance with UL 907. rh R402.4.3 Fenestration air leakage Windows,skylights and sliding glass doom shall have an air infiltration rate of no more than 0.3 cfan per CCCLLLJJJ square foot(1.5 Us/m2),and swinging doors no more Man 0.5 chn per square fool(2.6 Us1m2),when tested according to NFRC 400 or AAMAI WDMAMSA 101fi.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Ex"ption: Slte4w18 windows,skylights and doom. 5IW2018 10:04 AM EnergyGaugs®USA -FBC BM Edidw(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) 8402.4.4 Rooms containing fuel-buming appliances. In Climate Zones 3 through 8,where open canbustion air ducts provide cerebration air to one combustion fuel burning appliances,Me appliances and combustion air opening shall he located outside Me building Mermal envelope Or enclosed in a room,isolated from inside the thermal envelope.Such moms shell be sealetl and insulated in accordance with Me meaM pe requirements of Table R402.1.2,where Me walls,floors and ceilings shall meat not less than the basement wall R-value requirement.The door into Me room shall he fully gasketed and any water lines and ducts in Me room insulated in accordance with Section R403.The combustion air duct shall be insulatetl where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installetl continuous to Me outside. 2. Fireplaces and stoves complying with Secfion R402.4.2 and Suction R1006 of the Florida Building Code,Residential. 402.4.5 Recessed lighting. Recessed luminaires installed in Me building thermal envelope shall be sealed M limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shell be IC-rated and labeled as having an air leakage rate not more Man 2.0 den(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(]5 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between Me housing and he interior wall or ceiling covering. SECTION R403 SYSTEMS 3.1 DOnMOIe. 8103.1.1 Thermostat provision(Mandatory). Al leas[one thermostat shall be prorded tori each separate heating and cooling system. N R403.1.3 Heat pump supplementary heat(Mandatory). Heat Pumps having supplementary elecVic+esistance heat shall have controls UUUddd that,except during defrost,prevent supplem ental heal operation when the heat Pump compressor can meal Me heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building ca rides that form the primary air containment passageways far air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness otters below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (T),Florida Statutes,or individuals licensed as set tarth in Section 489.1 05(3)(f).(g)or(i),Florida Standen,M be'substantially leak tree'in accordance with Section R403.3.3. R403.3.2.1 Styled air handler. Air handles,shall have a manufacturers Eesignalien far an air leakage of no more Man 2 percent of Me design airflax ate wirer tested in accordance with ASHRAE 193. R403.3.3 Duct tasting(Mandatory). Ducts shall be pressure tested to determine air leakage by one of Me following methods: 1. Rough-In test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturers air handler enclosure if installed at Me time of the test.All registers shall be Wpetl or otherwise seated during the test. 2. Postconshuction last:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across Me entire system,including Me manufacturer's air handier enclosure.Registers shall be Wiped or otherwise sealed Main,the fact. Exception.: 1. A duct air leakage test shall not he required where Me ducts and air handlers are located entirely within Me building thermal envelope. 2. Duct testing is not mandatary for buildings complying by Section 405 of Mis code. A written report of the results of Me test shall be signed by the path conducting Me test and provided to the code official. RS/403.3.5 Building cavities(Mandatory). Building Naming derives shall not be used as ducts or plenums. �YR403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping ce"We of carrying fluids above 105-F(41-C) oybelow 55'F(13°C)shall be insulated to a minimum of R-3. R403A.1 Protection of piping Insulation. Piping insulation exposed M weather shall be protected tam damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of Me material.Adhesive tape shall nut be permitted. IrJA/ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat lace tempereare maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. 8403.5.1.1 Circulation systems. Heated water dreelation systems shall be provided with a circulation pump.The system ream pipe shall be a dedicated return pipe or a mid water supply pipe.Gravity and thermeatmon circulation systems shall be prohibited. Contals for cirodating hot water system pumps shall start Me pump basad on the identification of a demand for hat water within the occupancy.The connote shall automatically am off Me pump when Me water in the circulation loop is at Me desired temperature and when Mere is ria demand for hot water. R403.5.1.2 Heat been systems. Elecac heat trace systems shall comply with IEEE 515.1 Or UL 515.Connate for such systems shall automatically adjust Me energy input In Me heat Wrong a maintain Me desired water tomperatum in Me piping in accordance with Me times when heated water is used in Me mummery. 5/8/201810:04 AM EnergyGaugeJ USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 ANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water healers not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed m both the inlets and outlets.External heal traps shall consist of either a commercially available heat trap or a downward and upward band of at least 3%Intoes(89 mm)in the hot water distribution line and cold water line located as dose as possible to to storage tank. R403.5.6 Water heater efficiencies(Mandatory). l--x' 11403.5.8.1.1 Automatic controls. Service water-0eafing systems shall be equipped with automatic temperature console capable LLLIIIOOO of adjustment from the lowest to the highest acceptable temperature settings for Me intended use.The minimum temperature selling range shall be from 100`F to 140"F(3WC to W-C). L.II R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to LLJJ!! elechic serrice systems la W turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heafing systems to be fumed off. N 11403.5.6.2 Water-leafing equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of LLLNNN Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial ProHsions,for Me type of equipment installed. Equipment used o provide heafing functions as part of a combination system shall satisfy all interest requirements for the appropriate water-heating category.Solar water heaters shall meet Me criteria of Section R403.5.8.2.1, 8403.5.8.2.1 Solar water-heating systems. Solar systems for domestic hot water production am rated by the annual solar energy fader of Me system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806.Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed wear waterdreafing systems should meet the following criteria: 1. Be installed with a lilt angle between 10 degrees and 40 degrees of the honzontal;and 2. Be insmlled at an orientation within 45 degrees of lme muM- R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets Me requirements of Me Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural.Infiltration er Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers Mat dose when Me ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical venfilation fans are integral to tested and listed HVAC equipment,May shall be powered by an electronically commutated motor. RW3.6.2 Ventilation air. Residential buildings designed to be operated site positive Weer pressure or for mechanical ventilation shall meet Me following colons: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Vacillation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system makeup air shall be provided to conditioned space from a6ics, crawlspaces,attachetl enclosed garages or outdoor spaces adjacent to swimming pools or was. 3. If venfilatim air is drawn from enclosed space(s),Men Me walls of Me spaces)from which air is drawn shall be Insulated to a minimum of R-11 and Me ceiling shall be insulated to a minimum of R-19,space penniting,or R-10 otherwise. /R403.7 Heating and cooling equipment(Mandatory). L^Y/ R403.7.1 Equipment sizing. Healing and cWhng equipment shall W weed in accordance with ACCA Manual S based on Me equipment bads ealcodamdl in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building leads for the directional orientation of Me building.The manufacturer and model number of Me WhIcor and indoor units(if spit system)shall be submitted along with Me sensible and total cooling capaalme at he design conditions described in Section R3 A.This Code does not avow designer safety factors,previsions for future expansion or other faders that affect equipment sizing.System sizing calculations shall not Include leads created by local intermittent medanical ventilation such as standard kitchen and bathrcprn exhaust systems.New or replacement heating and cooling equipment shall be"an efficiency rating equal to or greater Man Me minimum enquired by federal law for Me geographic oration where Me equlpment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMU (CFM) (CFMWATT) (CFM) Range hoods Any 2.8 cfmAvatt Amy In-eine No My 2.8 cfmMatt Any Bathroom,utility room 10 1.4 clm/watt <90 SaMraent,utility mom 90 2.8 chnFwah My For SI:1 ohn=28.3 L/mM. a. When tested in armNance with HVI Standard 916 5/9/201810:04 AM EnegyGauge®USA -FBC 6th Edition(2017) Compliant Sofhvare Page 3 of 5 MIJINDATORY REQUIREMENTS - (Continued) �I R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capadry is not lase LI gun the calculated total load but not more than 1.15 times greater Nan the total load calculatetl according to the promdure selected in Section 403.7,or the closest available size prodded by the manufacturers product lines.The corresponding latent capacity of Me equipment shall not be lass Man Me calculated latent load. The published value for AHRI total mi is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturers expanded performance data shall be used to select cocingonly equipment.This selection shall be based on the outdoor design dry-bulb temperature for Me load calculation(or entering water temperature for water-source equipment),the blower CFM provided by me expanded performance Mass,Me design value for entering wet-bulb temperature and Me design value for enledng dry4wlb lanpen lum. Design values for entering wet-bulb and Sri temperatures shall be for the indoor dry bulb and relative humidity used for Me load calculation and shall be adjusted for return side gains if Me return ducts)is Installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be Selected so Mat its cooling capacity Is lass Man Me calculated total sensible load but not less than SO percent of Mat bed. 2. When signed and sealed by a Floritla+egislered engineer,in attached single-and multlple-family units,the capadry,of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ILIIA'/ R403.7.1.2.1 Haat pumps. Heat pump sizing shall be based on Me cooling requirements as calculated according to Section R403.7.1.1,and Me heat pump total cooling capacity shall not be more Man 1.15 times greater Man Me design cooling load even if the design heating load is 1.15 times greater Man the design cooling bad. R403.7.1.2.2 Electric resistance furnams. Electric resistance hmams shall be sized within 4 kW of Me design requirements calculated according to Me procedure selected in Section R403.7.1. 1--1/ R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural Man atmospheric burners II-�--Ulf shall not be less Man me design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess coding or heating equipment capacity on an intermittent basis,such as anticipated additional hods mused by major entertainment events,shall have equipment sized or onbdled b prevent continuous space coding or heating within Mal space by one or more of the following options: 1. A minarets cooling or heating system is utilized to provide cooling or heating b me major entertainment areas. 2. A variable cap sty system sized for optimum performance during base load periods is in lized. R003.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Semon. C403 and C404 of me IECC­Commeroial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls(Mandatory) Snow-and Ice-melting systems,supplied through energy,service to the building, shall include automatic controls capable of shutting off the system when Me pavement temperature is above 50"F(101 and no precipitation is falling and an automatic or manual comet that will allow shutoff when Me outdoor temperature is above IO-F(4.8-C). lyl R403.10 Pools and permanent spa energy consumption(Mandatary). The energy mnsumption of pools and permanent spas LYJ shall be in accordance with Sections R403A0.1 through R403.10.5. R403.10.1 Heaters. The elec0ic power to heaters shall be controlled by a readily accessible on-off switch Mat is an integral part of the heater Mounted on the exterior of the heater,or external to and within 3 feel(914 mm)of the heater-Operation of such switch shall not change Me setting of the heater thermostat.Such switches shall Im in addition to a circuit breaker for the power b the heater.Gas-fired healers shall not be equipped with continuously burning ignition pilots. 8403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according m a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors Mat have built-in time switches shall be In compliance with she section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps Mat operate solar-and wasleMeat-recovery pod heating systems. 3. Where pumps are powered exclusively from on-site renewable genecabon. R403.10.3 Covers. Outdoor heated swimming pons and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven b reduce heat lass. Exception: Where more than 70 percent of Me energy for hearing,computed over an operation season,is from site-recovered / energy,such as from a heat pump or solar energy source,covers or other vapor retardant means shall not be required. ft-W7/ R403.10.4 Gas.and oll-fired Pool and spa heaters. All gas and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 32 percent for heaters manufactured on or after April 16.2013,when tested in accordance with ANSI Z 21.56.Pad heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5agi 10A4 AM EnergyGaugi USA -FSC 6th Edition(2017) Compliant Software Page 4 of 5 d R403.10.5 Heat pump pool heaters. Heat pump pool healers shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool beat pumps are not required to meet this standard. I.7 R403.11 Portable spas(MandatorSOhe energy consumption of Neo riopowered portable spas shall be controlled by the LLL WWW requirements of APSP-14. iEECT// SECTION R404 R RICAL POWER AND LIGHTING SYSTEMS 404.1 Lighting equipment(Mandatory). Not less Nan 75 percent of the lamps in permanently installetl lighting fixtures shall be high-efficacy lamps or not less than 75 percent of Me permanently installed lighting fixtures shall contain only high-eficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 5/9/2018 10:04 AM EnergyGaugW USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: PARADISE PRESERVE LOT 24 Builder Name: Marco Heating&Air Inc Street: Parmd Office: DUVAL CNP( City,Stale,Zip: ATLANTIC BEACH,FL,32233 Penni)Number: U Owner: SPRINGFIELD BUILDERS.LLC Jurisdiction: 261300 w so Design Location: FL,Jacksonville o COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exanor thermal envelope contains a continuous air bamer. not he used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed, Ceilinglatlfo The air barrier in any dropped ceilinglsotfil shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in Me air bonier shall be sealed. shall be aligned with the air harder. Access openings,drop clown stairs or kcee wall dam to unconditioned attic spaces shall be sealed. Wells The junction of the foundation and sill plate shall be sealed Cavities within comers and headers of Name wells The junction of the tap plate and Me lop of exterior walls shall be shall be insulated by completely filling the cavity sealed with a material having a thermal resistance of R-3 Knee walls shall be sealedper inch minimum. Exterior thermal envelope insulation for flamed walls shall be installed in substantial contact and continuous alignment with the air barrier. Witt ows,skylights The apace between wlndow/doorjembs and framing,and and doors skylights and framing shall be sealed. Rim joists Rimjoists shall include Me air banner. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulationmaintain permanent contact with the underside of above-garage subfloor decking,or floor homing cavity insulation and camilevered shall be per Chad to be in conduct with Me top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop of all pemrleter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulatorI a Class 1 vapor rebarder with overlapping joints Mped. shall he pemlanendy attached to the crawlspace Shahs,penetraliuns Duct shaft ,utility penetrations,and flue shafts opening to exterior or unconditioned space,shall be sealed. Bats in narrow cavities shall he cut to fit,or narrow ravines shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spat as, Recessed lighting Recessed light fixtures installed in Me building thermal envelope Recessed light fixtures installed in the building shall be sealed to Me drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Bat insulation shall be cut nearly to fit around wiring and plumbing in exledarwalls,or insulation that on installation readily conforms to available space shall extend!lotthind!n am and wants ShowatlWb The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showem and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated Electrical/pone box at The air banker shall be installed behind electrical or communication exteiiorwalls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots Mal penetrate building themlal envelope shall be sealed to Me sub-floor or drywall. Concealed When required to he sealed,concealed fire sprinklers shall any nd 'rL sprinklers sealed in a manner Mat is recommended by the manufacturer. Caulking or other adhesive sealants shall not be us, to ill voids a.In addition,inspection of log walls shall be in accordance with Me provisions of ICCd00. 101=018 3:47 PM EnegyGauge®USA FBC 6th Edition(201 T)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261300 Permit#: Job Information Builder. Marco Heating&Air Inc Community: Lot 24 Address: City: ATLANTIC BEACH State: FL Zip. 32233 Air Leakage Test Results Passing results must meet either the Perio mance,Prescriptive.or ERI Method O PRESCRIPTIVE METH06TM buitling or dwelling unit shall be tested and verified as having an ab leakage rate of net exceeding 7 air charges per hour at a pressure at 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMAHCE or ERI METHOt Th building or dwelling unit shall be tested and verified as having an air leakage rate of net exa eding the selected ACH(50)value,as shown an Form 11405�2017(Performanre)or R406-2017(ERI),section labeled as infl ration,sub-section ACH50. ACH(50)sped(nd an Form W4 2017{rrmgy Cale(Performance)WR406-2017(ERI): 1000 X 60 + 27964 = Method for calculating building volume: CFM(50) Building Voiume ACH(50) O Retrieved from architectural plans r] PASS 0 Code software calculated When ACH(50)is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department R402A.1.2 Testing.Testing shall be conducted in accordance with ANSVRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascols) Testing shall be colluded by either individuals as defined in Section 553.993(5)or(7),Florida Stafueaor individuals licensed as set full in Section 489.105(3)(0.(g),or(i)or an approved mirth party.A written report of Me results of the test shall be signed by the pall colluding fie feat and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the huikiing Memel emelope. During testing: 1.Exterior windows all dam,fireplace and stove dam shall be dosed,but not sealed,beyond the treenctect weatherstripping or other saturation control measures. 2.Dampers inducting exhaust,intake,makeup air,back draft and flue dampers shall be dosed,but not sealed beyond intended infiMstion camml measures. 3.Interior doom,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery vendafors shall be closed and sealed. 5.Heating and coding systems,if installed at the time of the test,shall be turned oft. 8.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester. Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 10/32018 3:47:36 PM EaergyGaugee USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Soflware Page 1 of 1 Job: PARADISE PRESERVE LO... wri htsoft Building Analysis Data: FEB 7,2016 g Entire House By: MARCOREATING&AIR Plan: 2759 SO FT Marco Heating &Air Inc 730 MIII Creek RE JxlEU .FL 51311 Phone:900.7a53 Fa:9047A 27 Ji%nm:CAC1B15711 For: PARADISE PRESERVE LOT 24,SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH,FL 32233 Design Conditions Indoor: Heating Cooling Jacksonville Intl AP,FL,US Indoor temperature(`F) 70 75 Elevation: 33 ft Design TO("F) 38 18 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 11.0 51.2 Drybulb CF) 33 93 Infiltration: Dailyyrange(`Fl - 18 ( M ) Method SimplifiedVket bulb(°F) - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component BtuhAF Btuh %of bad Walls 3.1 8740 23.8 Glazing 13.5 6067 16.5 Ducts. Doors 14.6 351 1.0 Ceilings 1.0 1683 4.6 Floors 4.0 6833 18.6 Infiltration Infiltration 2.0 6148 16.7 Ducts 6936 18.9 (gip Piping 0 0 Humidification 0 0 lgocrs Ventilation 0 0 Adjustments 0 Total 36768 100.0 Component Butim Btuh %of load Walls 1.8 5260 18.2 Glazing 11.7 5256 18.2 Irterd Gill Doors 11.8 283 1.0 Ceilings 1.4 2410 8.3 Floors 0.1 91 0.3 Infiltration 0.5 1451 5.0 Duds 9472 32.8 Ventilation 0 0 Dris Internal gains 4650 16.1 Ohl Blower 0 0 Adjustments 0 Total 288721 100.0 Latent Cooling Load=8936 Btuh Overall U-value=0.095 BtLjWlPL°F Data entries checked. _ +f wr19t+Koft. 20W& -03155349 _ Rl,,ht Ila6UnivW3al201518025RSU1n1A9 Pagel A.CA ..�n11PSRIGHTMlSC%8UCn lJC"l-N5SF..P Cak-MM FmN[Icor ac + wrghtsoR' Right-J® Worksheet Job: PARADISE PRESERVE LOT 24 Entire House Oat.: MARCOFES 0 E BY MARGO HEATING 8 AIR Marco Heating&Air Inc Plan: 275950 FT 7W MIN Geek Rd,JedeamXM,FL 92211 p0dde W414333W Fax WaTn PC2] Uosew:CAC181571+ 1 Room name ENke lkuw 2 Epoad wall 3 Roan keIBM 8.5 0 10.0 8 4Roan downd.s 5 Rad 2.5.011• 1389.0 IV sae TY CoraOu loo Ur9ue Or H1M Aaa or) Led I Oar tlV) I Lead nuner OXONIM-F (BIUMI`I a ween fl0 (OWM w pwinWr (0) MWh) Ileal Cad Ger WP5 HW Cod Ger WAS 11W Cod 0 121.-0wv 0.081 n 3A1 ON 319 283 BW Br 0 0 0 0 µS2ay 0330 n 12.38 ON o 0 W N 0 0 a 0 4A52r 0.330 1238 ON m 0 IN 1W o o a 0 4aszw 0.330 lzm 9.. 4a o see air o 0 0 0 11 W 12E-0 am 2.55 113 3]0 2M Bz2 3W 3T1 2" 823 3W L-C �i2r 0.930 +2.38 am In 0 109 ++ 126 0 1558 1+80 1y I2f:aea 0.091 3.11 '1.28 NI NO 1381 814 0 0 0 0 I-G �ASpov 0.930 13.98 M.25 I2 0 IH 93 0 0 0 0 L� apy2q 0.39D 12.38 2A35 31 0 3R ]12 0 0 0 0 13E-0bw 0.389 2.55 1.49 SW L52 11 BN 5W 452 1153 m a 2aM am 23.25 14.83 a a8 +1+ ]Oz 48 a8 +1+ ]02 M54m Mato 12.33 am 12 1z 1" 1+ 12 lz 149 112 4A42r 0.330 1238 ON 8 8 W ]5 8 8 W 75 yp11 I2f.Or aOB1 311 3R 933 3]9 952 810 0 0 0 0 AA5- w 0339 1239 9.38 8 8 W ]s o 0 0 0 /ASYov 0.390 12.38 938 b n We 430 0 0 0 0 y� 12E-0 0In 2.0 113 1W 130 332 187 1W 1. A 19] �`�ao` 4AS2w' 0.NO 1238 ON 38 m 448 337 38 3B 438 337 1100 am 14.82 11.78 24 N 351 283 24 24 351 NO pI 12C-Oaa 0081 311 228 141 429 1464 99l 0 a 0 a L--(i 4A53w 0.330 w 1238 N25 12 0 149 291 0 0 0 a lel 12E-0 o.ar 2.55 1At 3W 310 887 408 360 3W No 488 I-�a MS2r 0.390 x 1236 9.38 12 12 149 11 12 12 In 112 I`-(G. 4AS2ov 0.Me w 12.38 em 12 12 14a ++ 12 12 148 142 442m 0330 w 1236 838 18 16 IN IN 18 16 1W IN P 12C-0r a.Wt 311 lm 3W 320 1W2 438 320 320 Im 448 C IMI-Mad am ON 1.40 1]28 Im 1883 2410 1W 1W IN 2T1 F I9G1Br(y &an 0.84 ON '.IM 302 1. 91 0 0 0 0 F 22p-Wm 1.I80 - 3835 OW 14M IN 88W 0 1388 148 &W 0 e c)AFO ecvrsbn o 192 Emwbpe 0.19. 29874 13288 146r 5598 12 e) InfiXnlron 8148 IN 2884rl b) Rcam venlAefiw 0 0 0 13 IMemal odea: 0daNe%Q 230 5 11 1 Ap lh r NO Suddel game 6 W 13) man IBIW IRSO Lra ebelll.11. o 0 0 Lada me w o 0 0 Redl&nW n 0 o a 14 Buaalal 386zz 194W 1]8W 13 OW beds 29% 49% 8a% 91]2 1]94 S1% 3113 Tolelman bed 38)Y 28872 2WWArrepsedldm) 1933 1333 5W CalQuIations approved by ACCA to meet all reauirements of Manual J 8th Ed A- xvx.vnecort- 2ol8-Wd03155049 - _ _.._. RgM-BUHeOUwersWW1818026 RSU+]888 pnel '��4`_e�BAf.INPSVtIGHFNdI5C�8UCKY�BIICKYL2B55 bFaup Cad=3808 FmMOWIana: S Right-J@ Worksheet Job: PARADISE PRESERVE LOT 24 wrignaoft' 9 Data: FEB 7,2016 Entire House B MARGO HEATING B AIR Marco Heating &Air Inc Plan: 2759 SO FT M Nil R4JmarvWe.FL 32311 Pliai :800.]I13350 Faa:9] 74] 2r U.:Ch1815711 1 Rcom name W 2 Unused well InD A 3 Room ONpOt 90 B a Room di.... 15850 UP 5 Room area tY ConeWdion uva61. Or HM Mee 0t.I Load Mn I Load mlmper (&uMi'-•F (muNr17 n IMnleb ml 1Sp111 or palatial HW Cad Goal W IS IIE101 Coal Cosa WP5 Ilad Cad g y 12� 0.0813A1 2.39 338 283 BBB 009 ILS—�gG N 2w 0= 1230 0.98 0 0 W 75 M22w 0.330 1238 990 10 0 IN 15D MS'!w 0390 1238 938 M 0Nil 430 11 W 12P(i. am 2.55 tA] 0 0 0 0 M 2. oa30 12M ON 0 0 0 0 1y 12GDw OA91 311 3.A 12 3N 1IN 814 12 2 o330 a 1238 21.25 12 0 1M 914 4ASzw 0.930 12.98 24.25 31 0 3/9 742 Ib12E-0uu 0.000 255 1.0 00 0 0 4A6ypM 0.820 2325 u.03 0 0 0 0 µS2ay 0.330 12.31, 9.38a 0 0 0 4AS2w 0.330 12.38 am 0 0 0 0 N� 12f.Ow O.w1 341 2.29 ata 2]8 952 0410 I--G MS2w 0.330 1z.a8 93g B 0 W 75 l 2 aE 0337 1238 938 48 40 SBB 4130 PIE-0 am 6 2.% 1,43 0 0 0 0 41PS2er 0.330 1238 an 0 0 0 0 I'm o.M 14M 11]8 0 0 0 a 9y tYCLew 0081 3,412241 wl 429 141841 SaulL(' 4ASzw o330 1230 24.25 12 0 149 an 12EUv 0.089 R.55 1 At 0 0 0 0 111 4 41g5-p0y 0.330 w 12. 9.38 a o 0 0 �C 40.S2w o.aaa w 1238 9.3g0 0 0 0 L--t' Nv a.San w 1238 9.36 0 0 0 0 4 P 11GOew owl - 3,41 In 0 0 0 0 C 108-:19ad o.028 oN IN 1506 1588 152] 21. F lat 1lwsy 0.019 064 am 3VL N2 IN B1 F y2glpn 1.180 - N26 aw 37 4 IN 0 B )PED. 0 Enwbpa bael9dn BTB 78841 12e) Initiation 3184 ]4] p) Rode wnlilial 0 0 13 IOM1mel Fauna: OmyalWO 2N 4 920 Ppp9al®dalld 2000 Suddal(2'nea 6 to 13) 111W tt Lwaal MloW o 0 LeWtawar o a RadleelWeon o 50 u Suddal 11W 11 :1 15 Oudbeda 32% 4B% 3823 302 TdY mm11m3 ism 18883 P91aP41�ad ldm) _ ]40 )40 Calculations approved by ACCA to meet all re2girements of Manual J 8th Ed. _ w�41pn9roae' 2018-OdL3155349 ,TAR1W-BuW0U..c820t81B025RBU17BBe P.,2 ...1 KUP IGKMISC`aUCKNEU L20 U.W C =MJB Flue Omrfame: S Job: PARADISE PRESERVE LO... Wrl htsoft Project Summary Date: FES 7,2016 9 Entire House By: MARCO HEATING 6 AIR Plan: 2769 So FT Marco Heating & Air Inc 791 AW IX kRq.1adannilb,FL U211 Peon-5047413350 Fax:90743 27 IJwnw:CACIM711 Proiect Information For. PARADISE PRESERVE LOT 24, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION-S-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Design Information Jacksonville Ing AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 'F Outside db 93 'F Inside db 70 'F Inside db 75 18 `F Design TD 38 'F Design TD M Daily range Relative humidity 60 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 29822 Btuh Structure 19400 Btuh Ducts 6936 Btuh Ducts 9472 Btuh Central vent(0 dm) 0 Bluh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36758 Btuh Use manufacturers data y Ratelswing mul iplier 1.00 Infiltration Equipment sensible load 28872 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 6692 Btuh Duc s Central vent(0 chn) 0 Btuh Heaang Cooling Asa(fly 2955 2955 Equipment latent load 8936 Stuh volume(ft') 27980 27980 Air changes/hour 0.32 0.16 Equipment Total Lead(Sen+Lat) 37808 Btuh Equiv,AVF (Cfm) 149 75 Req,total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make me Make n/a Trade n1a Trade n/a Model n/a Cord n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency We Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 chn Actual air flow 0 dm Air flow factor 0 chn/Btuh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrIMM16of[' 201& 15:017 �.'yRihI u1e0Univxe9201818.25R5U178Ba Ppe M�rU...awACKIRSWlG MISC'bUCNY�BIJCff L26555F.wp c,&,MJ8 FMiN M1 5 Job: PARADISE PRESERVE LO... +I+ wri htsoft Project Summary Data: FEB7,2018 9 DOWN By: MARCO HEATING a AIR Marco Heating & Air Inc Plan: 2758 Sp FT 720 Mill Cmk Rd JaGsontllk.1112211 PBone:904-7433350 Flo, 0141127 Luse:GlCta15]It For: PARADISE PRESERVE LOT 24,SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH,FL 32233 Notes: ORIENTATION-S-FRONT DOOR D0WN 1.5 T0N 5KW UP 2.0 T0N 5KW Desicin Information Weather: Jacksonville Intl AP,FL,US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 `F 75 Inside db 70 °F Inside db Design TD 38 'F Design TO 18 'F Daily range M % Relative humidity 50 Moisture difference 51 111 Heating Summary Sensible Cooling Equipment Load Sizing Structure 17880 Btuh Structure 7972 BUM Ducts 3113 Btuh Ducts 4234 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20993 Btuh Use manufacturers data y Ratelswing mul iptier 1.00 Infiltration Equipment sensible load 12206 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3058 Btuh 988 Btuh Central vent(0 cfm) 0 Btuh Heating Coaling (none) Area(fly 1389 1389 Equipment latent load 4044 Btuh Volume(h') 13886 138W Air thangesRlour 0.31 0.16 Equipment Total Load(Sen+Lat) 16250 Btuh Equiv.AVF(cfm) 72 36 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Cancer Make Cartier Trade 14 SEER HP Trade 14 SEER HP Model 25HCE418A00300 Colld 25HFB4CE418AO0300 AHRI ref 9671302 AHRI ref 9671302 Efficiency 8.2 HSPF Efficiency11.5 EER,14 SEER Heating Input Sensible cooling 12460 Btuh Heating output 17600 BMh@47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 aft Actual air flow 593 cfm Air flow factor 0.028 chNBtuh Air flow factor 0.049 cfmAkuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=38'F Backup: Input=6kW, Output=20605Btuh, 100AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wr19•aGc' oh' 201a 15:59:17 Rini udee Univxsal A1818Il25RSU1709 Pye2 AG�..aVIhCNUPBetIGMN.11SC1HUCKY1eUCKYL 2B555F.1up gL�M.a FmX Coc31a2s: 5 Job: PARADISE PRESERVE LO... wri htsoft Project Summary Data: FEB 7,2016 9 UP By: MARCO HEATING 8 AIR Marco Heating & Air Inc Plan: 275950 FT 720MI1ICre kRE JxFamNlle FLBR211PMma' 7833M Fm:9 743 27 Bronx:C 1815711 Proiect Information For: PARADISE PRESERVE LOT 24,SPRINGFIELD BUILDERS.LLC ATLANTIC BEACH,FL 32233 Notes: ORIENTATION-S-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desian Information Jacksonville Ing AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 70 .F Outside db b 75 `F Inside db 18 °F Design 7D 36 'F Design TD M Daily range Relative humidity 8 Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11942 Bruin Structure 11560 Btuh Ducts 3823 Stuh Ducts 5302 Sluh Central vent(0 cfm) 0 Btuh Central vent 10 dm) 0 Btuh (none) (none) 0 Btuh Humidification 0 Btuh Blower Piping 0 Stull Equipment load 15765 Btuh Use manufacturer's data y Rate/swing mule I at 1.00 Infiltration Equipment sensible load 16863 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 34 Btuh Fireplaces 0 Structure 12 8 Bluh Cel vent(0 dm) 0 Btuh Heaeny Coaling (none) Area(111 1566 1566 Equipment latent load 4892 Btuh Wlume ift) 14094 14094 Air changesrhour 0.33 0.16 Equipment Total Load(Sen+Lap 21755 Btuh Equiv.AVF (dm) 77 38 Req.total Capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HCE424A00300 Cond 25HCE424AD0300 AHRI ref 9674745 Coil FB4CNP025L AHRI ref 9674745 Efficiency 8.2 HSPF Efficiency 11.5 EER.14.5 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 B61h@47-F Latent cooling 6660 Btuh Temperature rise 27 =F Total cooling 22700 �h Actual air flow 740 Cfm Actual air flow Air fiow factor 0.047 clrn/Btuh Air flow factor 0.044 chn/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=25'F Backup: Input=5 kW, Output o 1581 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ w�1O•aCzolt' anaO 03155317 B MSUXK Unwwul NIB IS.035 RSUI M9 PP3 AC�.A` .,SapGIe1P IGWMISCOUG�UCK L2955SFry Cale=" Fm80oo'honi S �yJob: PARADISE PRESERVE LO... wrightsoft Manual S Compliance Report Data: rEB7,2a16 DOWN By: rMRCO HEATING 8 AIR Plan: 2759 SD FT Marco Heating & Air Inc 720 Mill Creek Ra,JaUsmWlle,FL 32211 Phone:9]41434350 FW W4]6N42] L.-.- CAC181911 Project Information For: PARADISE PRESERVE LOT 24,SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7'F Sensible gain: 12206 Btuh Entering wit DB: 78.1"F Outdoor design WB: 77.1-F Latent gain: 4044 Flub Entering wit WB: 64.1'F Indoor design DB: 75.0'F Total gain: 16250 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Can'ier Model: 25HCE418AO0300+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 12460 Stub 102%of load Latent capacity: 5340 Btuh 132%of load Total capacity: 17800 Btuh 110%of load SHR: 70p/ Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss. 20993 Btuh Entering wit OR 68.4'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418AD0300+FB4CNP018L Actual airflow: 593 cfm Output capacity: 13910 Btuh 66%of load Capacity balance: 38 "F Supplemental heat required: 7083 Blum Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 593 cfm Output capacity: 6.0 kW 98%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. R018CtlD31353:1] -Pi F W19h[SOTT' RIgh"Uile0Unlver5a1201818.025 RSU17W9 Pa9a1 CKUPSRIGHTMISCI UCKY LIC"LN5513F.1up Cal—M.8 FmMn fte,,e S Manual S Compliance Report JOE: PARADISE PRESERVE LO... ��{I} wri htsoft P P Date: FEB 7,2016 "1' 9 UP Plan: 2759IIIIARCOHEATING BAIR Plan: 2759 SO FT Marco Heating & Air Inc 720 MAI Creek Rd.JxFsmMle,FL K211 Phone:90 UM350 Faa:93N63M27 L.mnw CAC1815711 For: PARADISE PRESERVE LOT 24, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 16863 Btuh Entering coil DB: 78.3�F Outdoor design WB: 77.1°F Latent gain: 4892 Btuh Enteringcoil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 21755 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Cartier Model 25HCE424AO0300+FB4CNP025L Actual airflow: 740 ctm Sensible capacity: 15540 Btuh 92%of load Latent capacity: 6660 Btuh 136%of load Total capacity: 22200 Btuh 102%of load SHR: 709/6 Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 15765 Bluth Entering coil DB: 68.4°F Indoor design DB: 70.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE424A00300+FB4CNP025L Actual airflow: 740 cfm Output capacity. 17484 Btuh 11194.of load Capacity balance: 25 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 afro Output capacity: 4.6 kW 99%of load Temp. nse: 50 °F Meets all requirements of ACCA Manual S. 201BW-0315:53:17 _ w•Igh[SOrY Rg11LSUAe8Unlvasa1201818025 RSU17889 Pag2 \BACNUPSYIGHTMISCOUCKY UCK INMSFeP Cac=MJB Fmnl Onatxea. S SPRINGFIELD BUILDERS PLAN: CUSTOM LOT#: 24 SUBDIVISION: PARADISE PRESERVE CARRIER 1.5 TON HEAT PUMP SYSTEM SEER: _14_ HSPF: _8.2_ CARRIER_2.0_TON HEAT PUMP SYSTEM SEER: _14_ HSPF: _8.2_ DESIGN COOL BTUH: _42000_ AVAILABLE STATIC PRESSURE: _l:l_ TOTAL CFM: 2040 TOTAL EFFECTIVE LENGTH: _407_ PERFORMANCE METHOD: DUCT MATERIAL: R8 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL LIVING (2) 165 CFM 7" 16' VINYL FLEX DINING 165 CFM 7" 25' VINYL FLEX FOYER 35 CFM 4" 15' VINYL FLEX MUD RM 35 CFM 4" 30' VINYL FLEX KITCHEN 165 CFM 7" 20' VINYL FLEX BATH 3 35 CFM 4" 19' VINYL FLEX DS BATH 35 CFM 4" 15' VINYL FLEX LAUNDRY 35 CFM 4" 18' VINYL FLEX PANTRY 35 CFM 4" 25' VINYL FLEX LOFT 165 CFM 7" 15' VINYL FLEX BR 4 165 CFM 7" 12' VINYL FLEX BR4 WIC 35 CFM 4" 10' VINYL FLEX BR3 165 CFM 7" 20' VINYL FLEX BATH 2 35 CFM 4" 15' VINYL FLEX BR2 165 CFM 7" 20' VINYL FLEX FLEX 35 CFM 4" 25' VINYL FLEX MBR (2) 100 CFM (2)6" 32' VINYL FLEX MBA 100 CFM 6" 20' VINYL FLEX MBR WIC1 35 CFM 4" 15' VINYL FLEX MBR WIC2 35 CFM 4" 25' VINYL FLEX MBA TOILET 35 CFM 4" 15' VINYL FLEX TOTALS 2040 CFM 407 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNIT TO 1ST DISTR BOX 21054 14" VINYL FLEX 1 M bxiraua Ian m'.a x.w _ _V I 1 m si GGJB�EDdPORGH PINING RM �i vane I I xeu 9nV �,— Issue rwn�kr �au�r mw I I KITCHEN baa It _ 2xuiWz151 $ v.n 114 7. �I II a- O --Cu7- H mrtaron 1 ewae �I I WPA 41iOLW PY R�IIrFFR[LY/fd 8l W iRIAROR 1,_ Ik40.b.K 91 �-I��® 7- rV 1 alt y� :GQGG 2 GAR GARAGE i V S BEDROOM b06GSN a i __________ - R I I R I 1 I p�: r --I—,�a rwi�rt I I� 1 en y.r a 8H e 1 I I I ib0'O ENTRY i eHuvs,v zr¢wwx I be ez.srtv � I I ¢wnswHiuv _ I I T NTF tnn arrsaaeonEm uwszcu:a er ro ro n¢ ez e¢ ns xP B�QQ 3+ N Bi ..VV S4 4�V 9i�' uE WLLSRN I 1 1 I I I I I 1 I I 1 I I I I I I emu I 1 Bsw M � anM y SNINi egp °u' WIG Rx 9PPG ___ _ � rOd'46 -1 µ Ya.�VP3 i� Z G9TNir.VW W9Z 9yy I 9m y� MAaTm BMWIOOM M.5 I er o I -..#. — Ba r3 .null wFr. M ' rY LQA�RYIY T � • W�. 9d[IG 9 96 Zd e3' �• 4• azo�e 7. n BIDROOr4 w SMAZOM B ATHg 9 PB8 Ra=.. X4RA9/B3P IF V'-' I a dare PLeg 1 I � ad Yr I I I I I I � 1 tuiarvuaBa: T I ua m I I I I 1 L lixewv amB J yT 3 B S? yp iPL siP Y-1' 9.I BJ B.Y dtY B; Ra OFFICE COPY Florida Product Approval HardieSoffit° Panel • For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17-0406.06. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2684-17. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieSOffit`" >9. Panels V;/ JamesHardie EFFECTIVE SEPTEMBER 2013 Wd R=; riUIREMENTS-PRIMED&COLORPLUS'd PRODUCTS watt b a far Ne mase raxaversbn. IMPUMAN F.FPILURETO INSTALLAND FINISH THIS PRODUCT IN ACCOHDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEADTO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, ANDVOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTm PRODUCTS OUTSIDE AN HZ104p LOCATION WILLVOIDYOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 8669HARp STORAGE&HANDLING: m CUTTING INSTRUCTIONS eon flat and keep dry and covered prior Wm(10f6 NOWRS m lnsmllalion.InstaNlg stli wow 1.Reim or aeand,wAu. pond A hMwdad away ion ton 1.not nnN nor,acme and masse soars frovud,dectrk m arwumata n9 adadasnwpypyzrm 2.Position cuttily stands n wxl' l-varabtal are amounted may resotl in soakage otbatt 21l Mdtlemloaag� jpda.tarry pmtlud on etlge. Prola't a&s i.$weantlsr� -NEVER useapower saw inhcOrs etlgesardamers lmmbreakage.James sensors fmanW,davkweunMad Hardie is drat responsible for damage beetle: rDtlredx4g ciaYrsavmlmeJ wNe -tF,FHtaeaCicuomw boosmom¢rotwryfeelwd9atssaxdddeMatlerBk causes by impreger storage and toddling "ca,N'tlead vavmahstlm -t RNYsw P-ISswet%PPresb %a AW cause byard cGootl'. ICoaso"uatrsw%sh aFwdfEilMdesvbWe of NN uw M low m eatlaeR anti ly local Ni Fa nlaOnum eolaxiae"ad ramiahwa6nodnMvl,Janes Hands usm$ -lwvl g stands MMe towhle. NCH'f'alUm�r aarasfdl�l@�klN�l�rV.�1YhT8MhgP towards ab11Y.6db[BPSa05,A')IkdlB apHra NOrr0b116N� p oxwxblrciwdeoanmopYONJeBnrinehnn�aWroVkNaNr9lrellotlrepWareM.IwmnAimsffiabwta�aa Hekayw tloromrpywm Naabae Patl�s.pldea4l da¢fi tvwaapalke iL�ellgge6awrkn.'IJaI�VladelaM1ateritlarrebon. GENERAL REQUIREMENTS: W •Hart ieSof a panels may be Installed have either steel a wood framing comprying with the tical building code.See general fastener requirements.Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center(fig.4), •All edges must be supported by framing.(figs.3&4) •Install water homers and air barriers as required by local building codes.James Hawk will assume no responsibility fa moisture iMilhation. •Ensure gutters have end caps.Maintain a minimum 1'gap between end caps and sitling&trim(fig.5). •Install lockout gashing at roof-wall junctions.(fig 6) Figure 1 •DO NOT use stain,oivalkytl been paint,a powder coating an James Hardie^Products. INSTALLATION: •Ha disSogit panels must be fastened to a solid,mailable substrate such as a woad 2x subiascia. •Additional framing may be needed to ensure proper screening. •Soffits can be installed as shown in figure 1. Position the vent holes toward the outside of the save for optimal airflow. •12"to 24"wide vented Hardiei panels,Pros de 5.0 square inches of had free ventilation per ":Ud.�= lineal float. "•Alternatwely vents can be irstulled into non-vented so fit. Maes fwmtll•If necessary,an Dean screen can be installed using constructbre adhesive. wofaxiaNote:net frce ventilation will be reduced. Fastener Requirements •Position features 3/8"from panel edges and no closer than 2"away from comers when using soffit greater than 12"wide(fig.4)and no closer than 1"away fresh comers when using soffit that is less than a equal to 12"wide(bg.3). Jointing Methods Figure 4 •Install panels in adequate contact at altls,pra des PVC or metal jointers,battens or leave Greater than appropriate gap and caulk �IL(fig �2�). ��Z Spee 3 12"Wide Soffit erg h less gloataequal to 12"Wide Soffit mcdarata Wntdet H."Inla YEweltltaMla 2'saw from Cassa �. pas"ham ^svgeolmAX hamFq M1emip 1'M1an madadat . member member La'M1om en9edmfit MSR aPMWr'a.w pamm ran cauM 'FM additional imamation on HartlieWrap'"Weathee Barrien,consult James Hardie atl-e66dHartliea www.homkW .can WARNING:AVOID BRF ING SILICA DOST Ami Ramie"VWUM roman resprehk ustall'me ours wtrodis Marvn to to plan,of California M tangs dancer and Is maberen wIARC antl RK)i bore a rause d straw ham mute sInd anal stations Breath g rrwu§of asoM1 hie N Host can also n'aad' g tl ml IMw laml n9 msease Callen MlcaMa erns M1es hen R Nen N mna tliseases. Som Nn suggest M pmav m 'N.D Ir,O MlMhm n nl g(1) k...untrai stanemol tlmt -171 use fled,mmantsoars for cuff 9 or,rmae not Maslta "stands saw dMtle d tlnal nu[n9[rcM a3 n M1Mt NFPAd 3) moa N menale r49'14)wa pomfr-Iitlen N1091aPynrttldvstrs* cep 1 (erg.N-95) 6vv ahr1IiWhk 'mem ttnynlalmsammanufacula'ma011ctlstoNmerlmnreaywd sdmem ras. Dur'rpckdn W.use HEPAvCuumsumtckanlgnCNWe ft.E, Foloddanknords, raft m oar Inswinm inahuctima aM WH Safety DaU Shmi a Mh at wro m%hardM.com or M win 1800-9tlMgE m 800 942]313). F4I TO Ma TO OUR WARMWS,MSD^,AND Nei weiROCieNe MAY IFMiO emIODS PERa0NA1 WUM OR DFA1H. SF1205P1/J W13 Am), Maintain a minimum 1-gap between Figure KICKOUT FLASHING going end caps and siding 8 trim. Because of the volume of water that can pour down a sloped root, s.w i• one at the most critical flashing derails occurs where a roof Figure 5 intersects a sldewall. The roof must be flashed Vieth step trashing. Where the tool terminates,install a lockout to deflect water away r,asm� from the siding.it is best to install a sett-achering membrane on the Vail before the subfascia and him boards are nailed in place,and x �o then come back to Install the kickuut. Figure 6,Kicknot Flashing To prevent water from dumping behind the siding and the end of the roof intersection,install a"kicfxad'as apo required by IRC code 8905.2.8.3 .....flashing shall be a min.of 4" high and 4"w i James Hardie recemmence the kickout be angled oration and em w between 100°-110°to madm2e water defiectlm FASTENER REQUIREMENTS GENERAL FASTENING REQUIREMENTS •For wood frame construction a minimum 4d common nails Fasteners must be carmsion resistant,galvanized,or stainless steel. spaced 8"o.c.at parel edges and Intermediate framing members Electra-galranbed are acceptable but may exhibit premature corrosion. spaced up to 24'an center are suitable in most locations'. James Hardie recommends the use of quality,hot-dipped galvanized •Fa conventional 209a steel Name cawtructim a minimum No. nails. James Hardie is rad responsible far the corrosion resistance of 8-18 x 0.323"HD x l'long ribbed bugle screws spaced 6" our. fasteners. Stainless steel fasteners are recommended when installing at panel edges and intermediate framing members spaced up to James Hardie®products new the ocean,large bodies of water,or in very 24"on center are Suitable in most locatli humid climates.. —Minimum Basic Wind Speed differs by locality.Where specified levels N wind resistance are required,refer to applicable Building • Consult applicable product evaluation or listing for corect fasteners type and Code Compliance Report. placement to achieve specified design Wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes hue specific prediction.Consult James Hardie PNEUMATIC FASTENING Technical Services if you are unsure of applicable compliance documentation. James Hardie products can be hand nailed or fastened with a pneumatic tool. • Drive fasteners perpendicular to siding and framing. Pneumatic fastening is highly recommended. Set air pressure so that the • Fastener heads should fit snug against siding(no air space).Ifig.A) faste en is driven snug with the surface of the siding.A flush mount • Do not aandrive nail heads or drive nails at an angle. allaChment on the pneumatic tool is recommended. This will help combat the • it nail is countersunk,fill hole and add a nail.(fig.Iq depth the nail a driven.If selling the nail depth proves tl fficti choose a • Fiat wood haming,under driven nails should be hit flush to the plank with a selling that under drives the nail. (Drive under driven nails snug with a hammer(For steel framing,remove am replace mall. smooth faced hammer-Does not apply for installation to steel framing). • Do not use aluminum fasteners,staples,or clipped head nails. Snug Flush ® Countersink, F118Add Nail do not under MOM Figure Figure drive nails 'T"°1a SF12(fitM 6t13 N �u CUT EDGE TREATMENT PAINTING Calc paha prime all fold cutargue.James Hartle MUCFup lou are reguirod to 10.11iColaPospudiXinI DO NOT use stain,Codified base paint,or powder coating on James Hardie®Products.James Hardie products must CAULKING be painted within 180 days for primed product and 90 days Fa best results use an Elestomeoc Joint Sealant camplYing with ASTM C920 Grade NS,Class 25 a for reported.100%acrylic topcoats are recommended. higher or a Later Joint Sealant complying with ASTM 0834.Caulking/Sealant must be applied in Do not paint when wet,For application rates refer to paint accordance with the caulking/sealant manufacturer's winen instructions.NOW.OSI Quad as well manufacturers specifications.Back-rolling is recommeaed as same other caulking manulactuera 00 NOT allow tooling. if the siding is sprayed. COLORPLUSe TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE f •Care should be taken waren handling and cutting James Hardie C61oafrus products.During installadon use a wet soft cloth or son brush to gentry wipe off any residue or construction dust left on the product,then rinse with a garden hose. • Touch up nicks,scrapes and nail heads using the GolotPtus•Technology touch-up applicator.Tali should be used spanngy. If large areas require touch-up,replace the damaged area with new Hardie5oftil•panel wth ColorPlusTechnology. • Laminate sheet must he returned immediately after installation of each course. • Terminate non-factory cut angles into trim where passible,and caulk.Color matchetl caulks are available from your ColorPlus dealer. • Treat all other non-factory cut edges using the Colori Technology edge casters,available from your ColorPlus-product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as latch-up on James Hardie Galoi products. Problems with appearance or performance arising fmm use of third party touch-up paints or paints used as touch-up that are nut James Hardie troch-up,will not be covered under the James Hardie ColorPlus Limited Finish Wanany. PAINTING JAMES HARDIE" PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application. •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew •Hepnming Is normally not necessary • 100%acrylic mews¢are recommended •DO NOT use stain,olVakyd base paint,or powder coating ors James Hartlie•RON¢s •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application medwds,and application temperature •DO NOT caulk nail heads when using ColorPWs products,refer on the ColaPks troch-up Seaton aECOGNMAIN HadeSoaA Inner wvpnme AM Must n 1 N in On doh means," nssN Hear remain Sgvg Jes e e umm rvi in Ne MYAniwbW Must fiJSdsfall tnpl.tr Me 1465.15,on 2IX5llz mwrwo�w eauvo cane swamartatoaroloos 114 aWrce zoocusnzmwna4wnlPaaentialcWeafwrra-ore T.o-FeemaDve Teewal6a.oand wreon a03.10lwdwsNu Areas 6am Of Eseenelvvn EC23dNewYOM1&AM 223-93-M and Cathme tiDeP-0ATranse WarmentsY9wtl also Oe ammeterfirslnandtval�Hmmentsxh"mmrs"e me.Jban Or mr reasn't 4 stakes emissaries 02013 names aard"wird Mari 6s.AN rgms resw+w. Additional Installation Information, TM,SM.and®denra maaemans a manireraa o-memed5 of Warranties,and Warnings am available at Ames namerw.ilmb3g'Lease].'16 a reglaterad madamMt gs JamesHarLie of dames Nadas Techndo9yilmltse wearev.pameshardle.com SF1203-P3/3 6/13 RONMD I.OGAWAASSOCIATES,INC. 18895IN GONOUIN STREAM W9 HUNTINGTON BEACH,CA 93819 714282-2003 )1154]-6595 FAX PROJECT.ftlO-9081-15 ,MES HAROIE BUILDING PRODUCTS,INC. 1408562-)343 inb®jemesMNlO.mm PROJECT RIO-2684-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT SOFFIT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2,COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 3 TABLE 3,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6,ALLOWABLE WIND SPEED(MPH) FOR HARDIEPANEL SIDING m LIMITATIONS OF USE 6 AS PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7- 10,THE 2017 FLORIDA BUILDING CODE,AND THE 2015 INTERNATIONAL BUILDING CODE. do11Q 0 ,111111"o, G ' PREPARED BY: 64 RONALD I. OGAWA&ASSOCIATES, INC. 0.2, 21 ..i 16835 ALGONQUIN STREET#"3 STATE OF HUNTINGTON BEACH, CA 92649 .p'•• A 714-292-2602 3 9p`•• F(Op10P-:' 714-847-4595 FAx -,FSSINAv ,, C ------------;,O RONALD L 19WWA MSOCWTES,INC. 16895 ALGI11119UN1 STREET Ji HUNTINGTON BEACH,CA 92619 714393-2603 ]14H]A595 FA% PROJEOT:RlPnla 1] JAMES mRM BUILDHIG PRCIi INC. 1-06&SIb]N9 Info®jameYUNbmm EVALUATION SUBJECT Hai Pan.k Jame.Hai ani Tnla.COMM In 1 saalaski Hnnf es01P19 Panst famSdRD sand EVALUATION SCOPE: A cFT-w 3017 FIwW BUW q LaM ID161abaMaal Ea11�M COEeW EVALUATION PURPOSE: THa aal Ym 6e1®niMme maximmnJ gn3¢emN 9a61 WM assatlm W REYIM Eyan nassid—a8si lcem,san,Td OI laslraC,.,m med M1amia9 mm nails or REFERENCE REPORTS: 1.IMMeL.RepO19091e19,lAs]M C"m Meal aapeNae HVJesolFe Pack 2 Rai LeEaemle,Im lini 36-®IIWB(As]M i Tmsvrse LOM TM,JW W16"WEe NanIss RWFM Panda iai m 2%I 51 rmtl.Otl.pmM a12.trrlrs On mon Mna 1-M irtA bq 6y—sash iss iM ty iiN MM dmnans' aiW Y R"'N's RamtIG133BW(ASIME330)Twaevve LmJ Teat 1N'Tlit EyN irli wtle I W0]Be t�PaaY ImWeE m 2YA HemFr xoatl atMa gemE R 16Ydm m cMa WMa6.i avnmmd A RmNU Repa11C1051B9(AS]M E]]01 imnevmae LmE Tmt 1N'1N Y try ae Yr6 wtle Hal6fet Baadm6 imIWO m 2SaID psp meW OA9 ryavCd tfi irlm M cel'b viF a No.6%t•LagX Y.939'HeM IkemNs&gb HeeE SO sa Ra W8 X V Lis,X 0.321HeTM EJ30) la,jis LwETeY.1N'1Nd[EYI9 YYIi W6eHeN]eY BaMMIE MalaHtlm3X130 prpa meblMda aemlaNM.Ms an ceMr vA6 a No.6%1'Lmg%0.333'NmE 0.amelm Bupk HeM Svew MNktllai aM Hani panel.HaJesOml Omds an,dai Yassai W nimlrbalrq idlW_TlaNme.rerh N T.L. Ha9eWQa a s Hari eF{!yb HaObsdfil. TEST RESULTS: T.M.t,Rant N Ttnmaae.Iii t66 Flak IA. WadTMbaa YW SWIp Lm0 LOMBTal FmIeT E]:.§ aaT PSF PSF11a369M1606 RaaaT 635 16 MasaE 6fi0A09.OB9.M1pIG13A89 Ass 0� N massaiHai 16mvn m/ -1M JG] bq%11R9isM11i RaMMI i M IDMIDaap 18MM MNe -1M.9 #Q o"X o.929 ieic-Ii 69 RadaA 1 x HMSlpapaldY 31a�LiM MW 41.9 SOs 6usa 1. Lm1Y 1M UtlmeW Lo.J Jstla6 by liFWad adaydi 3.Hadesdm Pal IF/NAii ii�ri ii�li�P�,OGAWq `�FFSSIONA� .......... 2 RONALD I.OGAWAASSOGNTES,INC. IUM ALGONQUIN SMEETl 3 HUNTINGTON BEACH.CA 82810 71F28?2002 71F47r &M FAX PROJECT:RIO 2M&*9 JAMES HARDIE SLIMING PRODUCTS.INC. I-0MSIbr313 i�BO�jemasMNie.cwn DESIGN WIND LOAD PROCEDURES: FiMrcanat sN¢q wmueise heE®petlry('Mb I.me h tlmn9l abwr�PtFR lesbN la o WK�M b!ret�Yba a1sWaEs.W tlebaa'/ene btl bYYp n eMrEk tleagn lvEhEMmFeO tazEmal tuotsddyNJeO{feEro Ne abrxle,°YIOM. SFm IM aMweNe YeaBn bW h EeseE cn kgerd5deya 3.W.rHe EazBnbNwnFa<emvs viq enNae amaNmr.P/ve Leypnpmwlea MtflwwEk Sbess 0.sgn.eM Merelae elulE Os uaetl vM renioL�ui lweFB eq�uoo�a N NmmNe Som Dea V n 1A5D). BY�eaN Ma mntYnMi b.tq an�mlbnbrAbMde shm Ou6n IAsol.Esl<dMalwietla BeaV�beis+uRr-m�va aN9 se a4�sJ WNMewtl VaM�eVuanuN InPSCE T- lo Epue2&Stq Fpue M.S1B.NFque 2GSiL. Fa INs nayi&IO�Mtbtln pevureF Tats 3.1,vx15,ne Ymtl mnHYvi aloe b e®das'zeMASCE]-10 Stlbi 2A acnrtirip rwriind bAlmvg ab=aNe ansa Wapn. Ince wmdn.tiw r.tm mnNwm�rwa.Inaeb�ra0.Bappke mlmat wWNl.m�.. 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B JI. d2 433 - 0B -14 -1 .9 -1810 TrtMc 51,-15 aebnM on ASCE]-10N1519C.MIS INC aN ba N17 F ft dqp CO 111/I////i Aim \.OGAWq C Ip 1 ll 9=.ss�oiun� ll`�I 1 4 RONAIO I.OGROVA ASSMATE4 MC 18856 AL(3GNOUIN VREETM+1 HUNTINGTON BEACH,CA SM,19 T1FN?ZWZ 714-8+74565 FM PROJECT:RIC-8 17 JAMES HARDIE BUILDING MR CTS,INC. 1-088592-7743 il%O®Iamaahemeld an Table 6,Allowable Wind Speed(mph)for HaNle5ol5t Pan¢I(Analyti al M¢Mart M ASCE 7-10 CMp]n 30 C&C Part 1 and PM 3)e m15I8C 201]FSC 2015 MC,W17 F8C KxwtleUm. 01]ee1M.NonMel Coal,Md.Sea., OWnN6itl.3paN. Vs', "-0. saemnd gusi ell 3wuad ) e,n,M Aa[awNemmmm s. llaassiec, yAwmaaWmsl ] lm hn01r9dIm151S. tYfl+l.. ser Merninm ]�I6 .oa.3t».ma Qom+ fA feaa[Ma+AAMTe1Y6dmYssbVe ViY W¢ah Vial 99a peenct Seeable IwY Preutl Thtlmeez WqM FBMucr P. T Seri, Iewla`e B C O B C 0 W @M¢¢I en ) We 6W39 Ne i Indeed IMM) 119x1 FAO L.L. ✓� 14 0.15 NO I V. I IN 1W 1 1W tm Naa] aM tO .tm A Qle 211 20 211 lm IN I IN IN . n] n8 1.00 t nab -tA 0.18 M NO A] 1m 166 IN 1+7 -na n] 1 0.N 1.1E 1 an -tA 0.t. t5 u.bq 50 NO NS Im I 166 15] 1H AA a] I 0.Y tl. 1 an -t+ 4+e X0.019 u. all g m5 200 IN I in IN t+2 ffi0 nn 1. 119 1 0.N -, Nadeliel6 IN 16 a.X B rm. 16 N me 10182 In 162 111 +en nn 1. In1 Ae5 -t+ n18 I AV ea n 226 IN IN 175 151 IN AO 0.n6 fAE 1m5 + x85 -T. .1. b 50 m3 162 In 1n IN 110 AO 081 1.q 19 1 nN -,A nt. 55 ]20 Im In 171 A] Iffi SNA .m 1.t1 19 1 . -t. 0.1. m V. In 175 1W 14 T. A.e a.S 1]I I Am -1A .. IN 1W IN 1. 1A in 118 AA a® in tN rode 1 . -+A el. 0.15 NO 218 IN 1M 1m In Ae . nG 1.m Mb t 0.R -1+ .. N N0 211 1m lm IN 1m a] AB 1 M 1- .e 25 N0 2m Im tb IN 1n Aa0 a] O.w t13 1 n6 'A 0.18 15 F.Ivp 30 NO 2W 1. 18. In iM AO a] N t1. 1 0M -U 0.,e %0.0l 2yA m 235 ZNI 1N 1R in in AO an Hu.ieSelAm im 16 a nNti . em. N 10 230 181 182 178 In 111 -Na, aA tN t]] 1 nes -tA n18 .1 K S..N 15 226 IN IN 175 151 In -00 aM 1p. 12x5 1 0..5 -11 ate 9NN�nf 50 223 1 1n In IN IN �O nM +M +,N 1 nes -la x16 IS x20 190 1T m u2 m] mA x85 +e1 +L 1 nm A am m 2+. lY 175 IN 11. IN AO on t1. +a, 1 an -IA n1e IN t00 1m IN in In Ila M0 On 1. 1.O o-15 tN tm tN 196 1m tts J6] 01 om Im + 0M -+A Ata 20 IN 10 145 IN 1m 112 �1 . n9 11 + nK -t 25 IN IN M IN 1m 110 JV a] 0.N , 2 1 0..5 nA nID m Im in IM tm 11. 1. !] a] I.M 1 OAS -tA n18 DN SS 1]0 1m IN IN 118 m2 -!] an IM TAN 1 A. -14 nl. Hs.b$d61D 174 K N 6 eve. 1. 10 In 119 1M Il9 111 1. -!] nn 1. 1. 1 be, -11 nt. NWww 15 In 116 IN IN 115 IN A]N 1A9 1]+6 55 -tA 0.1. m IV IM 1N In 112 1W I tm I9 ae5 -tA nt. fib 1m laa 132 1m 111 1m M] an 1.11 1Aa85 -1+ .. m +m t+2 151 1m 110 102 J.] ON 1.13 1..1 + am -+s nn Im 156 1m 112 174 m 67 daII tID 1 1. rode + affi -, o-ts in 1.0 Im tm n8 126 �. a] -1.2!2 -u ale M.b8 m 190 Its IN 1A 155 tm PoA . ae tN _1.2M -1A .. I N.bryX e1h,Xo. N IN 171 ISi i5I 132 121 ie . nN 1.12 t aN -IA nt. 0]21h masa 30 IN teT 1s8 159 130 118 la. n] nN 1.» 1 Offi -tA 0.fe an 36 I" 185 1A 1m 1m 118 Sha an IAI 1.te 1 aN A.1 n16 HeNN6W819 174 b y 8 F.X 16 b 100 182 Im 1a] IN 116 18A an 1.N ly I ¢N -1A nl. O 1"In 15 tm 181 118 115 174 116 %. .N 1.745 tNb I OA6 -1A 0.0 ypM been 50 tN tm 1n tm 1m IN sa. Aw 1.m to 1 aN -+.+ a+a readi a.p 9 1m IN 1M 174 1m 11 a1g5 am 111 I.A 1 aN -1A 0.1. Wenei N t.0 IN 1B tm 121 112 !a nN 1i1 ,.n 1 am -+ o.te IN 1. IN IN 116 102 ® Sa. A t w6 -tA 0.1. 50166j -APV \\ ... \S Ile , x 5 --a. RGNMD I.CGAWA ASSOCIATES.INC. 1611]6 ALGCNCUIN STREETAM3 HUNTINGTON BEACH,CA WAIS ]142021603 ]1I9I7-4596FA% PROJECT.RIOABFI) JAMES HARDIE BUILDING PRODUCTS,INC. 1-8885 T3U imo®/amedhaifted. 301518C,2017 FOC 2015W,M17FBC lull .Illbawe MoaaW.NviW DoYld` .Syaaa. Design vFtl.Speed, va'a v p 3eemM -aging tsmmim fi6F5r+.9.w�nrm. 6anma m. apealeaid'a lC, w=aNlm I ]F Jhaeoen s.apl,9a(201a11a, 1I.1a,.efdMn'rcd pPFBG 1 ay.�,aoxn.mw . m corNNramb)swew6wi 6Mne e�maswa qNv v11madift aen Pfd WqN FaWw Snm gaddingGalanC o B c D GalanPnwad 1�4nu (Mw1Ns1 TYP SPeWW Tangaj3g s IW P'9Fl Eme c 0 14 w 0.16 ,y 192 120 it9 102 85 aa4 1.61 IMO 1 0.66 -la all Nb.Nob 20 1a6 120 11] 113 W N 3L6 al OB Ilal 1 aaa -I.a a,9 tn.b�p% Lan.No. 25 1N 120 116 113 8/ ® .Ad a) aN L,3 t a65 -tA all 0] m Apmi 30 14m; 120 119 119 W 110 .RB a] aq tb aM -tA a18 %3.@5 35 10 131 112 1f0 es 116 +6a aA 1.N 1.20 1 85 -1a 616 HSONSalA1B1 1/a b � 6 h% H I0 110 116 110 IW W W .96 aA 1.q ,� 1 a66 dA all rAOetl 1])681 a6 IN 1111 IW 81 S6 a. L. 1215 t aa5 1t— a16 Bugle head n w W IM 117 - tW W - J16 OA1 Ia IN 1 aa6 -1♦ 616 WO S5 134 IIB 1q W .v6 Otl all 128 1 665 -f W 1u 116 t03 M S6 06 Ln 1. , a66 .la ala iW .9a 6i 136 Lh bW 1 a65 -1.8 a18 t swews anal pondreb me mew narnma el baN mree naimmada. - - - 3 - z. Aneigh=maanmanei9m lin bap nta ouemng.a.cepltlw eM giamanel8e u®d aawdaalla BbYe1T aepPlb 1P Iatz Na4peL .V.Yw-w6m.le eesialh wn wee. 5.v„=naminal add aulna aceee 6.Hid.,ea design asWiwinees ae, 606)and milli qxd L 7-1a ba. 6.VMesPaM tlesian eswmpame per McMb Neihae In ASCE]-10 CnwgMW CWC giant and Part J:15=1,1(pJ.45,GCa=120 0M01.GC0.=1.8Ib10A GCy0.16. LIMITATIONS OF USE: I)Fastener Pa8aa1 mum W a daluabd when NSWIea a epodes 0l woatl sluaa allo lM Owl which was baW. 2)In High VaIcal,Humeane Zoned UNHZ)install Par MbmiDaee Caunry Feddil.NCA 17O406.D6 11,61" GA It t \s r C o. 2 1 i •o'. STAiEOF 9oc'•FCORI.. JI 6 OFFICE COPY Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank AME-0 Lap Siding 92 JamesHardie EFFECTIVE MAY 2016 FiR INSTALLATION REQUIREMENTS-PRIMED 8.C0L0RPLUSe PRODUCTS NMlwww haewe'rtiffoinenQ lormemoslreart,br n. SELECT CEDARMLL••SMOOTH•CUSTOM COLONIAL"SMOOTH•CUSTOM COLONIAL"HOUGHSAWN CUSTOM BEADED CEDARMW•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,ANDVOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USINGTHE CORRECT HARDIEZONE'"PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1OS PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE" APPLIESTO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(8669HARD1 STORAGE& HANDLING: x9 CUTTING INSTRUCTIONS r1credalandkeep dry antl covered odor g1m00R5 NOOORS snob,or dayears tolnslallallarldecalllrg sbingaatIX 1.PwRanaxtrg s0xelmlharMM wl Navtl6awwhanu� 2.1.cad only decn bon,Sonne station vol vendlaletl areae eiestrn or prwxnafic). .treated may msu8 in shrinkage at butt ar4"dittkkgar� 2115¢rce d Md folodi9 meMdds. joints.Carry pones or.bra Prwecl turn:iShaeaq.map ¢adds and soormer5lrom breakage.James i.8lmslmar,el ekctrkrcmammbh -NE4EB urea power saw kvlaps Hartlieis nM responsibletprdamag¢ b.emla' iemratacxgcknlm awdpuilma]wma -NRHleceadabraramtlelmdog tmcerythe HaGe1@deawhlBBVetlana'^ caused by improper storage and headdr9 Hm4eBhde'uw Ntlearr HlPA vewm awacxm -NR/EA tlry axam-Use rets,gprs®bn or HEPAVazaum of the product, cG�'. i.tLsrrmagg6mkrawwMa wml'rB6daaxhYde (qVy lbandvlo mptuatealllr9l bnµrWANide For mosamum orphvtion 11oyea.t reSpratMe but padays"Jvrs Hands r®rml9ds Etas many) nE4r9 nEtlpdt weed"une NORI-aplxM.etlrespiagsme be ead an mnMSNnwN aha.¢gala,mavffa N Mherreaddis 0®rss bSGealepcead ibnution a ardlebk _ --- yt atxw.v.Rrrle9'ade.mmrol,�'Artlmerrri,etlerrr9 eAroPnkaMegmeVatlbpElsbrereEslca®reslEe�abolepleEeleelsorgl OoroemngyxiNMeoboepas.lira,NeushWtlaksa/swrrsJla4erfeedidehd1M19Oiwarm@r.1Jn6Ha6ebM1ReYlerretlue. evolve GENERAL REQUIREMENTS: • HardiePlane lap siding can be Installed over braced wood a Sued studs studied a maximum of 24 in.too.or directly to minimum 7/16 in.thick OSB sheathing.See general fastening requirements.Irregularities in framing and sheathing can minor through the finished application. • Information on installing James Hardie products neer foam can be located in JH Tech Bulletin 19 at yorway.tinnelmardiat.Cifin • A water-resistive bonier is required in accordance wilh local building code requirements.The water resistive barrier must he appropriately installed with penetration and junction flashing in arsonist with local building code requirements.James Hardie will assume n r responsibility for water infiltration. James Hardie does manufacture HardwWrap'Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be(slowed. • Adjacent finished grade must slope away from the building in accordance with local building codes- typicalty a minimum of 6 in.in the first 10 ft.. Figure 1 � t ^ � • Do not use HardiePlank lap siding in fascia a tam applications. �;n hm;ro • Do not instal James Hardie products,such gnat they may remain in cannot with sending water. "ada*®54e twren • HartliePlank lap siding may be installed on flat vertical wall applications onty. d�.om 24m.ac.atm- • Far larger projects,including commercial and multi-family projects,where the span of gee osesti°w° wall is significant in length,the designer porton architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin"Expansion Characterisgcs of James Hardie'Siding Products"at wWw.JamesHardie.com. • DO NOT use stain,al/alio/xi base paint or powder coating on James Hartlie®Products. INSTALLATION: JOINTTREATMENT Figure2 Wil wept nail One a more of the fallowing pint treatment options Ins as nm Iare required by codes(as referencst 2009 IRC and redeem place 8703.10.2) fosterer A Joint Flashing(James Hardie racanmanded) +y" nwrebb o B.Caulking'(Caulking is not recommended , -yon hp,p top m plank) fa ColorPlus for aesthetic reasons as the dee mWrw Caulking and ColorPlus will weather ` videmw'aw, Oigareniry.For the same reason, e�Nerq r,,.. into do not caulk nail heads on HetieZpre' r.° "roman, ColorPkls products.) rbrdealle 'sidirq C.'H" jointer cover " le�lreaea/p sismmo keen ru daMa in mptlmale wnmm at bntt pose Imre appdpbkgap ICN.een garNs ant bion.Men[pule"' Note:Flea rebound over caulking may dro uce a sheen difference about co pend to Ne field coned PrimeRus. 'Amerro gdpxUlg section h tloaze insWctlpns. 'For atldilbnal infmmatkn Cn Hardiewmp"weadhBr Barrer,crosu8 James Hardie at 1-866-41-aNie IX awty hartlie+rtaD vum WMNING:AWHD BREATHING SILICA MST James HardR•pMuc6 r' p bk crrybll xfi h Mom rorM1e Smle I IIRwriin end' bead on MC and NIM to be xN h upwalienal ces &eaNiy e 6 1 eep b4 r it,. he d bl g tl pahnr Yy Fatal Q__Wb] 0 bas hen 1� N olM1n d el tl' 9geet 5Wit aYa mIM1 sks. o -9nmallb bdl'glt7wok W Had beam;use M1Le t9aar fineuMA '^h ratesok II deBltl sa Nude tl dttr edlor ima Nhed Loa HFPF -191 roar me sane¢ '(4 a ped¢'y-M1batl NloSN appw2tl,W5t mask rresp21w 1s¢N9v`) Cance wNt aPpllc96b I tit."' tl 1W bot Nin rt pal f pose an oblea pus¢HEPPvaccums er tercleanup metlroL-rz/er tlrysMepF Nrtlrx nlmmaMn.reler W au i,sreWl ., b Pis sakh oar,Sheer a',add r wax PmesMrtla're er M wtig 1 pee-91wPf1E n At0 Bd}]ad31 FOLUE i0 PIHEAE i0 pEH awwNGs,wSOS.AND jdid L,AnOry NSmUmNNp MAV LFM TO SEa.."o,"N YUMV Oe aFAiH. Hsv I114P1/4 O6r16 CLEARANCE AND FLASHING REQUIREMENTS Figure3 Figure4 Fiigure5 Figure Roof to Wall Horizontal Flashing Vickout Flashing Slabs, Path,Steps to Siding Lj Nlaelmq � m aired la ae 4 �/h Min.K in. W nor caulk in. 1 in-2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas-"1411shing -Flashing Z inti41916/Mi Z-F hing Ir/ 1' n. hon.V.'n. a in.Kia Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension m H71a ZkF- FkVbmg— D nnKcaulk d FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation on HardiePlank-lap siding ancouLs.Face nailing Should only be"it where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for"reunion when doing a repair).Pin-backed comers may be done for sesiti Panama,Only,p,_b ksshe,be done with mise rola mnM ab are not a sWsNWte fix bgnd an face nailing. BIJND NAILING FACE NAILING Nails-Wood Framing Nails-Woad Framing •Sitling nail in 09 in.shank 0.221 In.HD x 2 In.last •6d(0.113 in.shank x 0.267 In.HO x 2 in.I" •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.D9 in.shank x 0.221 In.HO x 2 In.long) Screws-Steel Framing Screws-Sten Framing •Ribbed Wafer-head or equivalent:(No.8 x 1 1/4 in.long x 0.375 In.HBI Saevrs •Ribbed Bugle-head a equivalas NO.B-18 x 1-518 inlag x must penetrate 3 threads halo mead hamkg. 0.323 in.HD)Screws must penetrate 3 threads into metal forming. Nails-Steel Framing Nails-Sial Faring •ET&F Panexad'nails or equivalent 0.10 In.shank 0.313 in.HD x 1-1/2 in. •Cf&F pin a equivalem(0.10 in.mark x 0.25 in.HD x 1-1/2'm.long) long) Nails must penetrate minimum 114 in.into mead homing. Nails must penetrate minimum 114 in.into metal framing. OSB minimum 7116 in. OSB minimum 71161n. •Siding nail(0.09 in.shankx 0.221 in.HO x 1-1/2 in.long)' •11ga.roofing nail(0.121 In.shark x 0.371 in.HO x 1.75 in.long) tis, •Rillhetl Water-head or equivalent(No.B x 15/8 In.long x 0.375 in.HO). sdi4 OCran aea zs 0.c.mo- Figure 15 Figure 16 im in Minimum overlap for Both Face and Bind Nailing axmmr Y rwe ill 41- 11Nv- �A.' Laminato �� I 1 � wla-IBYNhe WIV RWeB.a �� sheet to be removed immediately after installation of each aurae for CrmPlus•produces. When face nailing m OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or nss. '•Nm ser Banned Fasteming Peglimmena;end when constants alternative fastening options rear to Am Hare Technical Bulletin USM 17-returning Tire for Handid k•Lap Silos. HS111194fi214 05116 y �n GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,a stainless steel. James Hardie products can be hand nailed a fastened with a pnceumatic tool. Electro-galvanized are acceptable but may exhibit premature corrasion. Pneumatic fastening is highly recommended. set air pressure so that the James Hartlie recommends the use of poetry,hot-dipped galvanized nailsfastener is driven snug with the surface of the sitling.Aflush mount James Hardie is not responsible fa the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hartlie® depth the nail IS driven.If setting the nail depth proms difiicutt,choose a products near the ocean,large bodies of water,Or in very hump climates. er driven calls snug with a smolothng mfaced hammerat under sthe llr -Does notapplyforiver tlnsttallation to steel handling). Manufacturers of ACO and CA preservative-troaded wood recommend spacer materials an other physical banners to prevent direct catlact of ACO or CA preservatNe-treated wood and aluminum products.Fasteners used to attach ® ® countersunk, HardieTrim Tabs to preservative-treated wood shall be of hot dipped n fill&add nail zinc-coated galvanized sleet or stainless steel and In accordance to 20D9 FG snug flush DO NOT DO NOT 8317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple • Cmsus applicable product maluatian or listing fa correct fasteners type PAINTING and placement to achieve Specified design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oil/alkyd base paint,or powder coating on James Hartlie® Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services If you are unsure of applicable compl ante documentation. product and 90 days fa unprinted.10056 acrylic topcoats are recommended • Orive fasteners perpendicular to siding and flaming. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended it me siding is sprayed. • Do nut over-drive nail Inds or drive nails at an angle. CUT EDGE TREATMENT • If nail is countersunk,fill nail(role and add a nail.pi B) • For woad framing,under driven nails should be hit flush th the plank with a Caulk palm or prime all field cul edges.James Hardie touch-up kbs are hammer(Fpr steel treating,remove and replace ni required to touch-up ColorPlus products. • NOTE:whenever a structural member is present,HadiePlank should be CAULKING fastened war even spacing to the Structural member.The tables allowing direct to OSB or pywood should any he used when traditional framing is For beet results use an El damedc Joint Sealant complying with ASTM 0920 not available. Grade NS,Gass 25 or higher or a Latex Jdnt Sealant complying with ASTM • Do not use aluminum fasteners,staples,or Gipped head nails. 0834.CaulangSealant must be applied in accordance with the caullting/sealant manufacturer's written insumbons.Note:OSI Ouad as well as some other caulking manuhacdcal do not allow handing. COLORPLUSa TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James HardiedD CalaPli products.During installation use a wet soft cloth or son brush to gently wipe off any residue a construction dust left on the product,then rinse With a garden hose. •Tach up nicks,scrapes and nail heads using the ColorPlue Technology touch-up applicator.Touch-up Should be wed sparinglyic it large areas require touch-up,replace the damaged area with new HardiePlare lap siding with CdaPlus Technology. •Laminate sheet must be mmmed immediately after installation of each course. •Terminate non factory cut edges into bum where possible,and caulk.Color matched caulks are available from your ColorPlus•product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge canters,available from your ColorPlus product dealer. Note:James Hardie does not warm the usage of third party touch-up or paints used as tach-up on James Hardie C010i products. Problems with appearance a performance arising from use of third parry tach-up paints for paints used as touch-up that are not James Hardie tach-up will not be covered under the James Hardie ColkePlus Limited Finish warranty. PAINTING JAMES HARDIE'SIDING AND TRIM PRODUCTS WITH COLORPLUSw TECHNOLOGY When repainting CourPlus products,James Hardie recommends the following regarding Surface preparation and topcoat application. •Ensure the surface is clean,dry,and free of any dust,din,or mildew •Rom ming is normally not necessary •100%acrylic topcoats are recommended •DO NOT use stain,of mpad base paint,or powder coatag on James Halle•Products. •Appy finish coat in accordance won paint manufacturers written instructions regrading cmerage,application methods,and application temperature •DO NOT caulk nail heads when using Coloi products,refer to the ColorPlus touch-up section H511119-P314 Ji N fO = COVERAGE CHARTIESTIMATING GUIDE Number of 12 ft.planks,does not include waste HAIIWEPIANK°IAP SIDING MOTH GOVEPAGE AREA LESS OPENINGS SQ SW 615 7114 6114 834 12 8 817 9714 8 814 10314 I19g=1rosa.M11 12 (GAP—) 1 25 21 17 16 15 14 13 13 9 2 W 40 33 32 30 29 25 25 79 3 75 60 50 48 44 a 38 38 28 4 100 ad 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 720 100 9fi B9 86 TS 75 56 7 175 140 117 112 104 too 88 88 a 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 F5 220 183 in 163 12110 167 180 148 50 138 25 125 93 138 102 72 300 240 200 192 178 171 150 150 112 13 325 260 217 218 193 185 163 163 121 14 350 280 233 224 217 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 tee 237 229 2O 200 149 77 425 340 283 272 252 243 213 213 158 19 5 225 167 4 5 300 360 700 301 261 2T7 2288 267 257 238 238 177 20 500 400 333 320 296 268 250 250 188 This connate chart a meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. NECCGNT N.in am,AnAAMIi Eva okon FAKft EWM,NaarPIml6 W Ad69 w nimo9Aze1 A a"AAAA Wi U A'mem in:t2D0a.20S8a112 inArmtima RAAAentizl code tram A,,TAOEaah NwdANs,"ft M M.62012 whmAtiona admne COCA..NaAkPIaYi An wine b am Am9ni,A VApt��6m In ftb4'rvm9 ON A 16w6e1w eAmaT RANO NA.24862.SAtA rbaellAwAee9.9 ElDae Cmr4y.rwrda NDA No.0100S.DAN,ANBD MAwAA Reese 12aA,Tang downwind Af Amoirs Rodw1 Evad¢dm M23,(Ay Al 22 New M*MEF 93uid ant CAbmia DSR K,019,RAA,RAA,ro[ummold Am m omAAAd br A10mm"l"A"Am oxm"N we meAdh Atli tlmiOdlwA"As'App"A " o2o1s3airwaNAmA ewwlr6 Ermmi uirom:rem�d_ Additional Installation Information, W.eM Am a deme vatmat An A AAAA vzaei d Warranties,and Warnings are available at J.HAATemmb L.nAd 2; notwoolhalemai g � JamesHardie djAAoHA w7memt9rr�m�An. wilw.jameshardie.com Pawl 6.grommn 1e.M0ETAFF.AreSiAmi,I- H611119FV4 W16 OFFICE COPY PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIES BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA,CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C,ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WAND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7,ALLOWABLE WIND SPEED(MPH)FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10,THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA&ASSOCIATES,INC. 16836 ALGONQUIN STREET#"3 HUNTINGTON BEACH, QGA CA 92849 ,�111``�� 714-292-2602 714-847-4595 FAX 0, 121 i `'y0�•-fCOR10pi .,SS60NAL 1 RONnLo 1.GGwAAssocwTEs,Ixc. HUNTNOTONBBENGSTREETH13 HUNACH,G YMBB ]1FCT:RIC8FM Mfl PROJECT:R16288B-9 JAMES HAROIE BUILDING PRODUCTS,INC. 1LIMS42-]3t5 inioiijamea aNie.cdn EVALUATION SUBJECT HaNMPlanWLap8WwV James HaNle PrtEucITMa N cornea Inthlt Ml — HaNkPI M Lep�,CrnFLiL®S ,Berm^ LW Si1ip EVALUATION SCOPE: a 11. 2017Fbiae dile GWe 2015 BaW�lnNlB NCatla& EVALUATION PURPOSE: ilia e�Hla56 is b ad0nbn W m®�eni aexlpnlsem�a awl xvd cpNa ro Y rtaLYea lryan acmndy W w�39UM IcemPlafdt.P�eui Lap1>'a\9laaieeatavma amdahaliry wdn reit REFERENCE REPORTS: 1.tM Rg 31aloico 932.Tnnv !IwIaIesLL on 11stie a HaictP FMNCenwap ZI9 R¢ 1W/17WB000UO3.T2m ed tea wIlae3aPlak aW N da SNMt, it" OGAW"' L� CC .5 "a .o`•.. STATE OF ,r6 B SSIONA� �.rrrrrrrrrr 2 RONALD L OGAWA ASSOCIATE6,W C. TRIM ALGONQUIN STREETYN3 HUNTINGTON BEACH,CASURB 714282-M03 7H4PI74sM FAX PROJECT.RI0.3868-17 JAMES HARDIE BUILDING PRODUCTS,INC. -885-!42 7U3 Info@lameshamle mm TEST RESULTS: rade T Rasun aTnwsllwI T� Repoh Numbm 3UB118LLOG'BB2 HMIOCOGCOB 10911]OrWQMi 10W12OO11.04403 Tea. a Irelek IIMh Yi Mk IdaXdt THc:reaa 0]136 0.312 O.EM 0]1]5 WrM1(m 636 Buss 836 836 11W, CP —.WSzl'SEE Wrcar-r SPF Wed1Ya -SPF Fmma Type W7I10' .7RW w'TAW W71'r m Use 03B Yerip O6B Flme9gdp lm) fi 12 B e "...I 88»alulea.i ur:a Yl.i ibV mrN darAaYliO Feafarer Tape Wx Il316'18T Y£e0.3T5.18T 13[60BPaO31S 1SeO.6V M031S FaslerwL (Meal 0.636 1.625 13 L3 Fas1eN'y Ndlu3 BM relbfmQSO Biwa w 058 BFOrYeam OBB ow nettlb O6B ulamele Local 310.1 138.8 153 188 Deal nLoae ru r_T aw3 au Enea.e rp Aam 4.3n ben 158 43n FadercrLwe.a[fedea r5 3p) 3y] 31.8 Imnssenal Cda W YYas eNNersl Yn1¢em WAN xM Pe AdY9lea valtlmMaeTOaW '$b Y5.8 IY�W.tltlmaamwrevremeMM�eM (Ibledererl.W Nd FeataerPanOrm(n.FP 0.N] 0.131 Wada SPaoPc(?adM.G PTI 0.]O Hr 36W 01amNm(In.),D 0.400 0.OB0 W —Il aesgn value per NDS ml a ESR-.SIB I..pneSrW. 005 �'0 W 1,GsaesN3aeti0nN iseee ATM HSA.ftaaIOMM OYettlnaarery d3 3.XatlIePY�Y gaup¢mplea vM ASTM L1tr,5m�S'+edbwnori m.GrW II,TypA AY»mMmTa Fdar-Cemaat Flal SMeh 3.M eVUMknI FDe 9reily al O.IONmO YWk TIs inB191ea M D6B k reDMenmtea b/MATL-03BL. A.caloa.aa n.mna WBd�.ar bac Ymmp.m Wmb.and nen,ana m�me mare mluerauaea..r 6e mee. Far mea m me.aSY,me.aWame vdmaw aagn ar.,w.Y[ekvlaM u w-cD•w•P wl.Ne. CO-bea evafmleNaWNDS3015 Tetle 3.12NMMIaellquYe kea=l.6 W=xNMew9 aeeign veXe,ulWelea pv NDS21H5 a E$R-1538,xfYmerereMited¢ P-teNerier emOSWnem aepm,v. Wllvi nell slw4.D.a OOBBaM W 503]5 uNla moM dwli ne0s.NDS3015 eOWkn I113JIY uaM m ublme elMwM anid�Wue W=1380`G(SRI'O WMre. G=wrotl @etl6ayeMbpvTYM 11.3.3A D=nr dmrA a.na.r.M wn.n b d®+c D.Ym 6�B.mbmm,amm.urar:M m.a rea. n.Wmamw ae9enrm�ea...dAr.a namlCGEs EBR-1smTdrz. pouAAui�. o. 121 •; = 9 ••.. F�OR10Pi "oFFSS10NAL RONALD I.OGAWA ASSOCIATES.INC. t803GO HDNJ HUNPBNGTON BEACH.CA BZ879 ]1481] 595 FAX PROJECT:14104fi8&17 JABIES HARDIE BUILDING PRODUCTS,INC. I4Io&N2-7313 irao�amesM1aNie.mm For Table 2Ala 2C N 0 oRm InasJG`o'roale0 pypnpuaaan9 Ho rnGleryau a oo lfW OvebJ aWpl bal aol worm'Mbe"N"mlabl BYa^i81 e°,Vla ab"^Eb tlNOn Ina fw-.Hw rol,-oVor x0.aM apetlru M be aNwmlrea_ Tebb 2A AlbwadeOnyx Lmas Bawtlan ContentFmtener LoIo.88 r,N Maa naw'z 0375"ND.taa .can[aaW(WW--)it Ir O.C.loWBP ihioO Binh Fw5.25e -I@HeMkP@rt Down Iran=JEmMe,abe baaF05 F.Ndnwy=Boo.-1.,.axatllw Xb._fp )BO) 05.261M)X 12y,M=0.331 q.M1 Faermer old=aeslpn lana X Irb,AM ern=-1W%1)333=d1.5 pwage FWUS6 Ne HwdiePlank (Nygn 1.11=�rmaa latlmc IoatlrF05=-138.8 pell3=Jfi.J pq Moro-Ndnary=l(Plank-111 e10 aamNorXIaSlwly .,YN) %1Ty1M=a.561p0. 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HUNURNGTON LGOeEAf.STREET9 HUNIIX,CA 9M1M46 ]1428 PICK PROJECT::RAO-FARIO-ZBB01i JAMES HAROIE BUILDING PRODUCTS,INC. 1A0BSb-]3b inFMameanamla.edm DESIGN WIND LOAD PROCEDURES: Flo.r.remer2 vasg be�lnesse Fee uwelY Mea Iona crpaoM X aelaM^ee u/a mmperire uWna m o-anewzse Iona ri.lwnel Issl slenmas. Na uc Sansvwseme arearl an eMwW1e aeaen bar Is memaea lasm m e taw W sereryaa epee la IM u5'mWelM lona. SrMS dieelaear,aWNI btl IS Nee:on M]m a:Wry N].Imwde ee IrWaf mWSSumam Siang aanerale WHIGS,m reread aevaa Pressures IN PAwmHe&reds Deagn ab tlerdar AwN AS ueatl"1X'mrrearIbdap equeums for almwtle SYreu Design GSD). 6Y,eF0. SM,Per Fsiq epNEdnlw NwRtle M Da.W.GSDl.me added WmralNe design bars Na fFa -side are WgradWM Me—Speed retie—R sIn ASCE 7-10 Flgve 26&10.Figure,35510,N Fyne 2MB-1C. Fere SMSI10 rJlnWe 1.paeanes n Trtb/,5,end 6,Me Fad.—all Min—c— ASCE 1U)S.—21 Nndrvng.—m Rn usyaW..Ge stm5s dgpn.Fee mnNaaon]. Lmtl mnhYwhn]we abed RCw a0.6 ge6ea b Ile WM vepAygeeure. 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LIMITATIONS OF USE: 1)In High Velmty Hummne Zahn(HVHZ)insW Per MNNLOMs County Flcntle.NOA 17-0106.06 PI _ . 24 21 �? .o` STpiEOF ,FSSIONAI ,, 12 MAP OF BOUNDARY/TOPOGRAPHIC SURVEY DESCRIPTION: LOT 24, PARADISE LANE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57. PAGE(S) 31. 31A, 31B AND 31C. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 76, a,,,. wxcTa1& ran MaEm OFFICE COPY F. p.mn' NB9%W'E 55.00'01 F.I.P. In' NB9'36'50'E 5/.95'00 MJID a8 � g g VACANT �8 tia LO Lora^^ p ee.M' tar a Mid FFA SCALE: I 30 (L3D AY �. F.Y.P. O Mf ID M)m AB936'50'E 55.00'�F / a•9.1 ' ADISE LANE (PRIVATE VARIABLE WIOTN R/M :. ...............:.L/1W.7 '::::::::::.�::. NOTES mSLYK OF SERVICES FOR THIS TOPOGRAPHIC SURNEY IS LIMITED TO TIE SRLIFfCITNS IEOLE w BY THE CLIENT REY wzw ELEYATOM W SPECIFIC AREAS. X APaXS SO TrES SPOT ELEVATION. S. SOLO£MTXAAWY(OR NORINMSI CR6EIR O PA ,EA RAD I WAYS)AT 741 PARADISE LAI M•6.77' SLDVEY NOTES /1 BEARINGS ARE NWEED 24, IN, NWB9KAI WITH THE NORTH LINE OR THER /2 Lffi j NiSLXERE HOT� ATED By THIS SI.MYEY. /3 ACCORDING TO THE FEDERAL ENERBENCY MANA6EIENT AGENCY CERTIFIED TO AAV FOR THE FIRN NAP PANEL NO. 12031C 0408 R EFFECTIVE OS/03/2013. EXCLUSIVE BENEFIT OF: THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN 201E 'X•. BUCKY DAVIS // ITTVSRMOTIEFACT. ILEEARCH. TITLE OPINION R MINSARANCE 15 OIMENSroNS ARE SHOWN IN FEET AND DECIMALS THEREOF STREET ADDRESS: AID AW RAT Aldi MEASURED LN-ESS SHOMN OTHERNISE. LOT 24 PARADISE LANE AS ALL EASEIENTS ARE PER RAT UNLESS SHOW OTNERMISE. ATLANTIC BEACH, FLORIDA /) THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY MHICH ARE NOT SHOW pl THIS SURVEY MIM CAN BE FOIND IN MmLIC RECORDS OF SAID L'ROTY. /B THIS SLWWY DOES IDT OWRANTEE ONIERSHIP. /9 TENPoRARY, NRI-W ANENT INEVOYEWNTS AAV/0.9 MAN-MADE ITEMS . SUCH ASBUT NOT LIMITED TO THE FR.LONING: BUILDING MATERIAL. w STRUGE ^+. PAYER MOCKS MDBERNAIO OR PLASTIC UTILITY BUILDINGS IDT ON HOT LOCATE VEHICLES ON MOCKS MAY BE ON / a IRIS PROP r Bllr NOT LOCATED D9 SpMN. P7 110 LEGAL DESCRIPTION M YZIED BY CLIENT. 0 NOTICE OF LIABILITY: THIS MaTYEY IS CERTIFIED TO THOSE IAVIVIOLM S BNONR ON THE FpLF iAEflECi. ANY OTHER LSE BENEFIT OR RELIANCE BY ANY OTHER PARTY IS CLYDE 0 AN CK STRICTLY PRLWIOITED AND RESTRIC E0. SURVEYOR IS RESPONSIBLE LAYY IO iIOG'E CERTIFIED ARD HEREBY DISCLAIMS ANY OVER LIABILITY AID NEWSY RESTRICTS THE FLORIM. 2546 RZONIS OF ANY OTHER IMIVIWAL OR FIRM TO USE THIS SURVEY, MITAXT EXPRESS NOT VA MITIDUTTTIIE SIGNATYON 5 THE AOORRIGINAL RAISED MiITTEN COMA, OF THE SLRYEYRR. SEAL OF A FL0.9IDA LICENSE SONYEYOR AND MAPPER. -077- aECTRIC F.L.M. -FWA LPVLIETE WAAMMr C.N. - CVILIETE MpM1EN7 SEL - SECT RR FAR FINE HYMRANT CC LE F.-[00TH LIKK FENCE F.Z.R.L. - Fd MO IN?Y NW AND GP P.i. - PUIM O' 11NLENCY TMP - T P .1 - MATER VALVE N.F. -NON FENCE F.I.R. - FPMO TAW NN P.L. - PLIM CF CLNVAiW[ MLE TIDY M) - �R L(6j' -XI TER W�ErloIIM F.LP. -FPAD IRON PIPE U.E. - VrITITY EASEMENT P.l.- t p.P _MpN PLLE S.I.R.C. - SET IFW MO AID CAP L.E. - LWIWF2 EASEMENT A/C _A L , �RIf.' _ CURIE B00 LP _LIGHT PRE i F.NLL - FOUND It AND DISK L i L _RIMY CF WYN <rGC.I. I CB - CASLE BO% _WMpLE Ny -FIELD MEASREIS N/N - LLI - GLCLUttD MEASNEWNI CA - CEMEM1INE 6' M.F. P6 - FIANE 60% FIELD SURVEY DATE FIRST COAST LAND mm ORMATIONTOPO RAN: fO/03/ewe 45 29287BOUNWRY 04/flBSURVEYORS6 IFONN9DAR0 3161-4 ST JOHNS MUFF ROAD S. JACKSONVILLE FL.32246 NFOUNDaiION 4) 779-2062 FAX (904) 779-I4HF LERiIFICAffi N0. LB 6225 FINAL MMW.FIflSTCCASTLANDSURVEYING.LOM �• Membe-079403 Label: BM1-i150 Member Type: Beam I Level: 1st Floor page: 1 of 3 MTek SPPPHIRErr"Structure Version 8.2.0.248.Up0ele7 Dale:08121/2018 12:54:08 Ceeigned by Single McN6er Data,Ergine MiTek" Member:2-1314" x 16"2.0E Mlcmllarrt®LVL q Status Design Passed I 4 I Y 1 Y 1 Y 11, Me / 2 14-ot-ao e 1500-00 coagnlrelllluel2lem c.bScele Mamba CNLengln-15' MemberPgcn-mid Desmgn Information: radmg Coda'. IRC2015 Plodr cead Loea 1001MP awr a0]Lolm ].tont' cmurtl snow Loeb. 001Wn' oaogn Mamodology. A4o I oll'lL.d L'. I"In-' unor con Landln Tov eon Notion Results: Centrpb Result LQE bad combination CMIUI Momen1(Po01 111311116.. 13%ti �i.do 31126231on P.med-M% 1.00 OIL CMlcellbmenl long) a... 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PrIM 2-4 2.Y FOW.) 1.do I6 We CM1a.re ptlM 3'-11 3.11' WJnel neat to 824.W-1406D pgry 4'-W f-C Foomob) PdS-11" W-9)2m T-11' T_11' Mae) PUM 9-11' 9-11' Met) ' r Pdnr 11'.fl' 11'-11' Wlr9G) Z2e.WA 803,001b &WI6 Ppnl 12'.10]I18 12-101118" 252.Wd 4M.Wd 6epNy6.Wd - PdM 10'.01116" 14'-41dclW ql Su000rt Information: _rn _ _R_ea!ere - oeaa r , Ra LN6 snow SuooOft Start Iib Source 1503W2 2580.0Y V adN••v P ]a].OILtare 1 a' d'.59z' MA0648) Z 0'.fi 1IZ' S' W101137) 9280010 2003.W/8W2 BW.01.01.W Io FrrorB Warnings&Notes: 'ma Eeaa made be.0 n the aeoigl W lm0 member ware.ppllap b me abeabre ao prlecleo been Ioam. 'Tne memea,"b Yc condemn a.lorebma anolm on lnm reyn arePosea on lnacmlanlMMinemamba arvnm 'Maly9 s aM M.Ipinn ad ememed mng Moncton trading 1mm a.--d-comy"ams. 5cmelaeL neY 1'+ae been men rleb to al 114 a .ha"o1a reMlms meY dBarirun tle99nre9161.m eYw.eB px WYdFa mJaaartl&an1ar81ce6 di&dWoan patlY»9. -T1Ya beard M hued on nrAMed caa1WM mryr by to beer.NNual bad aMlnw-1 monitionMee than.Theme,nomix&✓ua be revlwedfir avaM16M dee1M pblea+bnY. Job:18-079403 Label: BM2469 �m Member Type:Beam I Level: let Floor Page:2 of 3 Mitek SAPPHIRE`"Sbmtore Wrsi9n 8.2.0.246.Update7 Date:08/21/2018 12:54:21 Designed by Singie Member D..gn Engine MiTek'A Member:2-1 3/4"x 16"2.0E Microllam®LVL Status: Design Passed sos-aa OB 20-IM-00 Urzpmtel IIIuSLenon-Nmms,me Mmn.l0ul Lmmll .-4" MenomPittll-N12 D3elan nformatlon - - .,.'e" one R.2als Floor Leel mel: ILL.. R.I[m Lome ]elEm' cmune snow Loee. ooIMP .e.Ll MCNWnlogy: ASL Uneracee Legh roA aan amt,LNe L9oe50 2aol11 e.eqk� 1 frl�a Design R9909I Re5M8 LUE pad Combination eml<al Moment(P..) to .�s Smwe.a�len WI.DInn PaeSee-ts% 100 L.L lZm Momen11Ne91 .001e. OWbn CMIcel Moment(Ne8) CMIcal BMer 1--gta' W9.w 1CB40WE p ep"Love 1W 0,r31L•Lr•O.Hot L1re Lwe reflection to-22110 O-Iry WA(WAILL4e1 P. L9W D•0.]SIL•l+•0.aV4 Total Load oereenon la-2.16• a-a18' a o a �g Mai Remotion l41? 1885.33ID 15422a11e 16.43981D 125 D.O.TxL• 9-410 -1B2.SBID 15022[91D Pee. 11 190 0w•06W LO \9-N tR t501MP 1N21 WID Im4)NID PoBM 1aA 125 D•Oi5(L•Ltl iP-111? AW.2210 15121.831E - P68sed-1% 1 W O[O.09W Design NOtma •Memoor desgo a—mot pmperply to ply<mnmlien.Ve'ily comImoom mtween pile¢x 11N lowee Iomvemm, LoadmD. M m L d Maan'lutles u 7YCfl Wait Eat Source PE2tl Floor Lve ROOF Lve an SlfmgM a 2R-4" aY1 YAgM t81Nn UtlkTl O 1H-101? FC1 Fkar Morcel 11 kill 4J IDM Went U. a-114• 0-10111` W11(81 W. - tOB I1JN U. a-113118' 1'-S 1Y15' WI1(18) se mel - 97 tee UMwm T-1 IwIw V- taV Milo) 201bV UYlwm 1'.11&15' 5'-613118' WI(e) 541MN„ _ 5n. - UM1pm 4'-011` a-1(l W11118) 481M1 411. Umemn 9-r T-\1• ";P) Umwm s-r 9-11• 'ljvnW - Unkem 1a-r tt'-tr tot ae1d11 .1. - UrOmm 12-r 1T-iV W1168) - tOBMM L. 14'-T 15'-11• Mile) Brill - 1331. Unnum 16-1 1T-11• W108) 5g1b11 - n. - UMarm 1a-T iP-11• W11118) 59 M1 7.W Unnam IP-T 20-1• W11(8) 2i aril _ "Into W-1012' 2a-4' FCI F.MMIY Rwlb - 16HW1-134.n0e - Pam a-rFry a-rTry - - Pam o-9\.1c 9-.talc wllpel - Pont 7.9INIW 2-.1a1C Wfl(8) - - vant 4'-91.16• a'-.lwt MIR) - Pam a-410 U-4 la WI1(I81 - pz T-T T-S Wlt(6) P.m 13'-T 13-8• " (110) - Pant 1e-3' 15'-T W11pe) Pato 1T-r 1r-T WI,(at ' Pam tv-s' tv-y MIQO) - - paM t9'-W 19 P Wltfel 8. -reentne m entut nay amelmn WS.rYWb a4 Ybv.]em oleem.ene elk eID116iamedaMEufa,pe1A8 -rM.mpm le meedal mldYed wrelealekwlw m.uMr.AauY9eM OMNISom mry dalertmm nwe..Igvn. mese mWlb rola E.mmweaev eNUYrced deYulMYasekrel. �a Jeb:19-079403 Label: BM2of3 59 Member Type: Beam u Level: tat Floor page:3 3 of 3 MRek SAPPHIRE-Structure Version 9.2.0248.Updale7 Date'08/21/2018 12'54'21 peaened by ainpb Member penipn Engine ' MiTek° Member: 2-13/4"x 16"2.0E Microllam®LVL Status: Design Passed A I s's Reatl'ons ,00M auld End Source DEHSI FolotTve Lift Sllaui, 1 a Vet? K5 037f 785 W Ib 4b 777 13700lb R 1,101R" aY�0" �(N) ]38.W Ib Z W Ib 593 W lb c ors Wam'nas&'Notes .8 b.agusllnme solo hewem apw as oNa d,uc pi ea as loaaa. `m b p+y almaeln nBwnmmB�epM areM a n lre of nememoo-. `AnalyL88na Gtigl basbe0n pa11ollpea ue n9 precti MloaO ng Rcm ec11r01 moCelOa condl s. 5omeloe69 mry llevO Man mclre0ms nplty Rparling -rrem1.reemalm a+r alrer rvaa ve&ga wona u enawea wr wnalre raae.ena:tanmra Ioaa el alnwnbn I.ewce.. -rwr repos a e.uam mbaxeacbreaaar Irmbv e.uw.Aduanela wlwnw.mav smrlmm mbseano«n. me.ere:alu anpwbbe mlexeabv eauelmea aamu,pmreas'wrlm. ALLOWABLE HOLES 1.55E TYmberStrand4B LSL Headers and Beams General Notes 2 n diameter at the • Allowed hole lore su3able for headers and beams with �12,^diaule er at the uniform another concentrated loads anywhere along the ...G member, Vs depth �L dpowed Mlemm • Round hales and • No holes in heatlars or beams in plank orientation. 1.55E TimberStrand® LSL BeaderorBum Be to Maximum Round Hop Sixes • See Igonation far oilseed his vane. Other Trus Joist® Headers and Beams General Notes 1.3E BmbmStand•LSL Burnham-LVL andga loan&,of the Ndepth • Allowed hole zone suitable for headers and beams with held hire Paallam®PSL bale zmm 11 lial"all lminimuml million loads Will. . Round holesonly. L • No holes in csures d _ • No holes in Insurers or beams in plank vrienlativn. Mimapm•L9Laad Other Trus Joist® Beams Para Ram^PSL Hiaderdr Bean De th Manimum Round Role She allowed hde ON VC 1' middle f4 span Bell' I 1X' d l.3E BmbeBhantl•LSL allowed hok zone d • Sre Wumratpn for alovM M1de Bane. Larger hales in bas laisl'stru[lural[omposNbomb"may beparsihle;mlerto Forte'°or Javelin'salt DO Nor at nakh,ordrlN '6 hales In header or Beams sawing sanding or emerging wood pradi generalen woad dust The palm and/or saoeptopme iratin inure Wfiv 04 pri"Ign g 1 lanium dinum,are roslances hanew dluzkaGonz and fables eo W the an thisfofCertiorari,is cause wnttr.F BEARING LENGTH REQUIREMENTS ammum Beam orientation Beam orientation Reaction Beam Orientation PIanX DrienlAllen Beam Orientation Wldth Width Ubsl WIOih Wldlh Width SN" 3X' 1 1' I IN"w 2' 10,000 4N' 3' 6N' 3N' 2X' 7N' 3X' SX' 3X' 2N" 1Y 000 S' 3N' 1X' !' 2X' 3X' 6X' 4N" 314' 5X• 3N' EP 4X' 7N' S' 3N' SN' !X' IB,000 7X' SX• fiw 4W' PD OOo 5% 4N' gN• 6N' 5N' 22.000 fiW' 1' 24,100 T 6%' 7N' Sw 6 26.000 ]N' 66. 21.100 _. fill. 7N• 1" ]O.o1e I Vd ues for Mi[mllam•LVl can alw blua•d Nr 2AEPmlertP PSL ldemifkd xilp Alam number 0519. General Notes • Minimum headngpngth:10,at ends,3Y.'at intermediate supports, • Bninngh,mthshosed on the following bearing stainless: — 1.0E tlmhe6trandw LSL 110 psi:635 psi far plank orientation. • Bearing across lull beam width is required — 1.55E 11mberstmnd•LSL 90D psi. • triangulation between reaction loads is permitted for determining bearing lengths. — 2.3E Micngllam•L96750 psi. — P.OE Paralpm•PSI.:625 psi. Tore nest'Blain.Header aid Column SpecMers Guide TeGGG I Ca1wber2016 26 MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS ®Uniform Load—Maximum Uniform Load Applied to Either Outside Member (PLF) Fastener Pattern Assembly Afaembly0 A"maw,C Assembly AssemblyE Aa»mblyF L L i.. Fastener r-4 1-- -4 .4 1_ � � i- T Rages, O.Cebter 1A 1" 11" 3/C 1'h" 3V" PA" 31" IN' FasbmrType Location el Rows Spacing 314"wide,2-ply 6K'wide,3-Ul 5A'wide,i- 7"wide.3-ply 1"wlde.2- I 7'wide,4-ply IOd(0.1!¢'5]9 Pm 12" 370 280 280 245 Na#r'r As sheen ] 12" 555 415 415 1 IN j Y4" 505 3B0 510 465 860 340 M"A101 _.--.__ —_ Ihreugh Nolbb'c 2 _19 Y. 655 - 580 I,6i5 425 I6 760 5]➢ 765 oft 05 1,290 4 Sven Length ► ]N' 1W" ] _ 6"_____ P4' 680 ' 510 51010 334" I 455 1360 - 555 505m As shown Y 19.2' 850 640 _ 640 5185 1,100 695 16" 1020 760 765 380 oblate 835 24' 485 I 365 365 '. 335_ 325'r' PSP WArr Asshown 2 19.Y 610 455 455 405 40Pr' IV 730 545 545 985 4NSr: Screw Length W, 3N" 5' 3N" _.__... 6%-_ 6W One side 24 560 450 1531 415 775 415 husriOMEWP'"u' only 1 _ 103 775 675 _ _ 545 _SIS 775 515_ 16" 810 � 6]5 655 620 930 620 Y4" 800450 bill400 _ 800_. 400 SOW22mma Ooeside 2 - 1yr 1000 565 750 500 1000 500 Only 16 1.200 1 675 900 600 1200 - 500 (1)Nailed Oonnectan.values may be doubled for G'oncemer - r,Maid for 4'on-canter an spacing. Uniform Load Design Example (2)W.N."erred.am holes io be Ym id maumu300 G6 4i5 PLF (3)24'orvveWw bahed ar screwed-rection values mayce First deck allowable load tables on pages 6-2310 verity doubled for 12'mecenhr spacing. that three pieces can Carry lire total lead 01715 pit with ph When leading the had she of SUW22 screw,assemblies proper live load dellectbn criteria.Maumum load applied to B.0,and scan be'mcreased by 30%. either outside member IS 415 Of.For an assembly of three (5)For beams up to 14'deep.muiamm. I%"plies(Assembly B).two reals of IOd(0.128'x 3")nails Mh Assembly F la eetm ommended for mmherobende(SL a at 12'o.c.center is good for only 280 Of.Therehore,use three Familiar-PSL mws of lad A128'a 39 nails at 12'Cc(good for 415 pit). Alternative; wo rows of W A307 bags or 3N'USP WS screws at 19.2'ms¢entec MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS Fastener Installation Requirements pown Marano m are maticad on bole,idea rh¢¢er Place Semler Fwstemer oushners on Me second side so they lat7Aa7Mey Width of Mies T e'u Min.le th #ROWS O.C.spacialL.nedism beueen fasteners be Me Mat side _ IOd pais 3" 3m 2 12dI6d nails 3N• 2u' IY• One side Sc._,$ --3%'or 3tf' 2 24"..—.. 10d nails 3' 3n' 12' Both sides -az d-I6d nags 354• 2"r IN' ] Screws 3H'or 3W' 2 24" Both sides oofl"'-'�mav, sr be apnmed Simply 5' One side sn Hie beam witlle. Iod na6,'n 3' 3"� 17. One side use combiners, IZd-lid nails:u 3S' 2'u (per ply) lorside-loadew beams 4 5N or 6' 0oth siAes Spews 6bl" 2 24' Ones a 5'rrfi' Both sides Multiple pierces van be Walled or bolted M¢eMer Sinews 2 26" 0 0 to.a header ail beam of the Moved s7x 3K' 2 6N' One sitle 7' 34'bid Is B' 2 I 2d" (1) ted nails are 0.126'diameter.Iid-16d na0s are0148'-0.162-diameter:ocean am¢W,BSP AS Toolog-IVR'"or SWI (21 An scandal mw of nails,,relined with tlepihs W 14'or greater. it (3)When lea etrag 4 div members.nag each ph to am oNerand Wire(nal own by 2'Imm mm,in the ply W. True)obt"Sewn.Header oral CoWmn Specifiers Come TlA00o I October 2016 28 Jeb T: I Trlw Typo J Oh ply SPRINGFIELD EUILDERSn.23PP T110&818 B-0]0403 JOIN, Comer Jack 2 1 Job Rai ua12 2018 P BMC-Midwry Its, Midwry,GA 31320 0�..o...er-.._._..BEFf..___.._.__. IOOu]riCV3A 1201tlV32Y.Bety52OP-BEFBNZOCpewficWBNHIly4pT3%NNOStluIiMMlePz 6]9 bbo Sulu 1:189 3 8.0] 12 3x4 II 2 9 1 /6 4 I� 2x4 II use II td-0 a-1 z 2 6]a a-0e Ido 2-t1z zda PI OOseia(xn 11 o-1 1 111 11 0. d Edpel 12:G-2-0 P1114 LOADING (psi) SPACING- 2-0-0 CSL DEFL In Qac) shelf UE PIL rims GRIP TCLL 20.0 Rare Grp DOL 1.25 TC 0.27 Vetl(LL) 0.08 5 > 240 wn 244/190 T. ].0 Lumber DOL 1.25 BC 0.98 VeftCT) -0.C8 6 >905 180 BCL, 0.0 ' Rep SOeee lncr YES WB 0.00 Horz(CT) -0.03 6 Na We Welphb 2510 FT=ON BCDL 50 Cada FRG2017?PI2014 MMdx-R LUMBER- BRACING, TOPCHORD 2x4SPN0.2 TOPCHORD Sfineatral vmod sheeth0lg dredly 11110 or 609 op puMns. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid calling cladlyspplled or 10-00­0alarding. 2-6:2x4 SP N0.3 WEDGE Unt:21®SP SS or 22501`1.0E or REACTIONS. IlNabel 3=115RAachanlcal.9=]VMechaniral,i=lBSb-3b Max Hors 1=1238 C 101 Max Uplift 3=-]9(LC 10),4 (LC 10),1=15(LC 10) Mex Gmv(6115(LC 1),6-n(LC 31,1=185(LC 1) FORCES, Qb)-M.Comp)?vIa Ten.-Alllorces250Qblwlessetamptxfienshown. NOTES 1)Win ASCE 7-10;Vu11=130mph(3-second gust)Vaso=101mph;TGDlw1.2pef;BCD1­3.0,4;h=2541871511:"411;ina e710;Cat. ll;Ex,C;End.,GC, .18;MFRS(dred,oral)and 0 Exlenat(2)zone;amNlever left andd right exposed;and ventral left expwed;CC lar members am laces&MW FRS lot mecllons shown;Lumber DOL=1.50 plate gulp DOL-1.80 2)This Wee has been designed for a 100 psi betlom chard ING load hoompoundart with any other live loads. 3)'This ttuee her been disagreed for a live load of 20.Opaf on the bo0om dord In all areas share a rectangle 3S off by 2-00 WAe sell fit between the Whom cMrd and any other memlers. 4)Refer to glyder(s)fiat train to trues oann¢dilons. 5)Provide mechanical connection(by others)of Wee to bearing plate capable of atatrading 100 to Fui11 at Idntls)3,4,1. Joaquin Velr PE 110.0182 NftAUSA,Iac.FLCMNM M04 Page Eat BNd.Tampa FL 031110 Dm: August 21,2018 Qweseeve vwW ema„v.,.,ax.2.eearapxp]aa ow]Hb4xo wcLu0e0 N?ExeaPauxcev4aar]mn..ewvwrsevaaaux IMOan Walot ise uYY�m MneW. e:onmm:M:.IMamkTv,",,,Ur�F*'��ouft, BRaedond eaum dSAWtla48ecans,teornl nmas•lre eelo,ea�ma o�ae.lesPwrmw,.emvlre w+�w urn olawa,w�aaowerntwwenrawa,,nd. atlr,mwlreo.aal .�.. iTe ampaaepa.Nalpegceiedaio raven n.wae olara.nn n�wmaaaa d.aamampaaowv.JypMavl NanpaaraxJp mxnl agree atlSwKIB#La]MRtery, ev ore si,wMrfcWMe�u-seaMPMH1YWr Fd9ervstl PabSica reWrtlrgme T PaM1a Eun eNE f PauA.d#+aYaaclMaoe uses,218 ®eANVIMi OAi314. 0!{tlagK'Y1/4kO�nitl'rwra Ta^W.FL 9510 yMya•F/irylydn leu FpN F4akne.418 H.tee 9real.sue,112,Nexaxah VRY1914. Job Tr1sa Too.Typo Ory Pty SPRINGFIELDBUILDERS424PP 71980/819 180]Mo3 J08I Corsi 1 1 Jab Referencesho BMC-Mkwey Tnsc, Mitlwey.GA$1320 A.220s May242018M1Tex IMIa:NMMM ug Tie A211L18:132018pegel ID:ou"/IIGV9A_IZBIEV328cee1y520P-IOp%a¢sYliMmUASot\V5 W C5Y3qWKSYPYLOYISPY 600 600 S W=118.4 2 9.W 12 h4- 3 a6o s6o LOM (psi) 6PACING 2-60 CSI. DEFL In 0a) We8 Ib PLATES GRIP TCLL 20.0 Rate Gdp DOL 1.25 TC 0.80 Ver(LL) -0.06 13 agBB 24o IAF20 244/180 TCDL 7.a WroW DOL 1.25 SC 0.31 Ver(CT) -0.10 1J a712 180 BULL 'D ' Rep Stress Ind YES WB 0.00 Mori -0.00 2 We We BCDL 5.0 Code FRC2017?PI2014 Metal Weigh:19 lb FT=0% LUMBER- BRACING- TOPCHORD 914 SP No.2 TOPCHORD Sbuclurel wood sheathing dlrec8y applied or 6-00ac Night. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 1660 m leading. REACTIONS. @Mlle) 1=1BBRAechenical,2=149yMechaNcel,3=3BRAachanical M9%HoR, 1=123(LC 10) Max Uplift 1=47(LC 10),2=-116(LC 10) Mex Gray 1=108(LC 1),2=149(LC 1),6E5(LC 3) FORCES. (IC)-Matt.Comp) .Ten.-All f..250(Ib)or less except what ahi NOTES- 1)WiM:ASCE 7-10;Vu0=1WMph(3aecond gust)Veed=101mph;TCDI .2psl;BCO"XpR;8250:B�I;1=24ft;aavedit.cat II;Ex,C;End.,GC;"A8;MWFRS(dredlonell and CC Extedon(2)zone;cantimer left and right empaaed;"Vedlcal lei) er,emed;C C for members and ideas 8 MWFRS for reactions sfnwn;Lumbar DOla1.60 plate grip D01=1.80 2)This two has been designed for a 10.0 pai bottom drool Me load noncarwrrsnt with ally offer We loads. 3)'This truss flee been designed for a live two of 20 Gpsf on the bottom clmrtl in all areas More a rectangle 36-0 tall by 2-00 0 wide WH It between the bosom dart and arwother members. 4)Refer to gleans)for was to vasa conrredbns. 5)Provide mearanical connection(by others)of twee to bearng plate dtFame of wdhstanalso,100 to uplift at)dnf(s)1..Wt 01=10) 2=116. Joaquin VWzPENo.MR2 lghek U3q Ins FLCMAAL NMPMEE EW..Tampa FL39M11 Dab: August 21,2018 �W4 RNNa VM/y Evlpn pnanx TEa 1XIa.iNO ML 1/a EO MTEx REFERCNCEY IJlrev.tMlYM 0.tiyv Wflarl—Lo xam AlleaQ:' .b M� IYWu'a lxeaneles Wwrt - vJhk1w11M iIM Liwl Wsdr,i Slem Celwe mr,Xud Qp Je93 Nealy llw {dM'v'llryo WGTr a�elcsad gq.lylnceRnxale nix .overJl warxlmRan. Wmgwxmeaxl a I[ucatrg lneeaal�..aemurorenaamem6e «+r rduAoadlempa urienlaacyr9 MiTek' aawanreWea l«.1mnWnndw mw�wlnvre++ Parrawla9rv�mmedva'=" .l ae�.+avu eaadl rtlRMMt Ld�e tltlNmyeccMn m]aaAg ollnraesaMlwaNMna reelM{rMa YuiVMFN.DDIPYICN'Y M1q CwMmenl aero Pe�ka Eml6an. sees,I1ismost tlYletgnb ibM nal 21.N.lee ST 1911e J12 NemMIa VA W23 , Tanea FL 33610 Job Tis Tnas Type � Ory Ply SPRINGFIELD BUILDEPSA 24 PP T140BL820 feD/8103 JCaO Dlegonel HlD(liNer 2 1 Jab Rei onN BMC-semeary Trues, Mmway,tqA 31320 n.¢uenaYneure muennuwiix J4 igRbwVL ID:OUTnCV3AJIDItN328ce01y52OP-bpwHHV'1OUkEVJdeCaWgRDWLRZg2y%kWdlsuFaOylePx 4&2 6M1iP e15 40-2 6411 35¢ 3 NAILED 2.4012 NAILED ha 11 T NAILED NAILED 6 fix Li t 3W_ a 5 9 W'gm 2e4 II NAILED NAILED NAILED So II 1-tOd P1 w4'S 1-16d ? 6510 plate OAseN()Sn- If OS11 P4 1 I1'O4SEm I — LOADING(psQ SPACING 2-0-0 CSI. DEFL In too) Well Ud PLATES GRIP TCLL 20.0 Plate Grlp DOL 125 TC 0.81 VeA(LL) 0.38 1-5 >248 240 MT2O 244/1 W TOOL 7.0 Lumber DOL I.M BC 0.10 Vm"CT) d45 1-5 >215 100 BOLL D.D ' Rep Stress Irma NO AS 0.03 HorE(CT) DDI 3 We No BIC 5.0 Com FRCM17aP12014 Idadmi S Wals 291D FT=O% LUMBER- BRACING TOP CHORD 2xd SP 165OF 1.5E or 2x4 SP Not or 21st SP SS TOP CHORD Simdurd wood sheathing dreary applied!or 6A0 Do PuulDle. BOTCHORD 2W SP 165 OF 1.5E or 2W SP fil or2W SP SS BOTCHORD Flgb caOng dimly applied!or 1660 of,bmts. WEBS aid SP Noa WEDGE Led:2N4 SP No.3 REACTIONS. drama) 3=1]41N1ecM1enicel,4=129rMecM1eNcal,1_282Poa-15 Mex Hour 1=8](LC 4) Max Uplift =-11](LO 4),4=58(LC 4),1-174(t 4) FORCES. (1b)-Mar.Comp./Masc.Ten.-All forces 250(Ib)orleee excaptameashown. NOTES 1)WInd:ASCE]-1PVull-130mph(Sse dglut)Va 101mph;TCD".2Mt.BGDL=3.0pa -!m;B=t5f1;1­241t;eeve7liq Oat. ll;Exp Q End.,GGpl-01B;MFRS dirmllorel);canDlever lefl and ulght exposed;and veNral 1.11 expose Unfloor DOL=180 plate gulp DOL=1.60 2)TNs Inas h.been daftnel lar a 10.0 psl ban.cM1DN IN.bad nymmmunent SIN any other Ilya loam. 3)-TIAs Imsa him been designed for a live and of 20.01N on IM1e bottom clrord In all areas where a numerate 380 all by 2-0 and. yd11 fit Delwaen Me bottom andrd and any other ma Ibem. d)Rater to glrmr(s)for Imes to Kos connedlons, 5)PmWm recmnical connection(by others)of truss to beefing plate capzde of wOM1smntllrp tO01b uplift at olN(s)4 except Gmb) 3=11],1=1]4. In'NAILED'Indcates 3-101(0,140'x3')or 2421(0.LtWx3,2S)toe-nails per NOS gatllines. n In ME LOAD CASE(S)section,loads Violent to Me face of Me frame am noted as front(F) a back(B). LOAD CASE(S) Standard 1)Dead♦Roof U.(boanoxi Wmber Increase=1.25.Plate Ielerees9=125 Uniform Loads ft f) Ven:1�54.1-4=-10 Con mmatrNed Loam(lb) Ven:]-40(F=-20,B=-20)8=E(F=3,B=a)9=-22(F=-11,8-11) Joaquin Velea PE No.66162 WTO DSA,Inc.FL CadSM fast Parke East SNb.Tampa FL 19610 Dao: August 21,2018 �WANNWe VxYyCWpn prem F.4a NOIEe p11p3 YYEOYIEN NfL PIOEIAV .INPHO 69E :gen�dMlNm»aNY'MTMI.a .cur Rk JeLBmekvmtl upr L l wn.aM r rtl blNdFg _ LLntl ahw mem-INnde v¢IMwnawl h a<41M[YAIry {pt emu 1yfi MIY9^m elPnm l'.IM m'xd M(Tek wpgaep�.ewrelmee wwanlmaanP Iarxwam ,vl mro .,m a . �aan nal. ver - «InP kd'a'%reMMu9bsMMMaW Mq cWrySe wMn%ade rwl YrY/ aM VemVWm4 JPddry Me IaNcpMn gprye delFaye MnwJ dafrgo Mvesmtl mm m meNlVl%I WCWY CMb,DEadPYrG ELi WlEMd4mPwnwnl or.If..Eaal.Ntl. AyyyNNnnrlWpdaN�hom iia Flap aWarla Rla N.L6e SM1ce1.S11e 312.Nnmvlb.VAY[JI<. _ i La3ar0 Job Trus Thw Type � Ory Pty SPRINGFIELD BUILDERSA 24 PP 71400/821 19W9403 JCm Diegoml Hip GlMar 1 1 M Relbee BMC-MiMxy Truss, Midway,GA,31320 812os May 212010 MReklMUMas,lrc. TU Aug men. Paget ID:OU7hCVGA-QMOV32Bc881y520P<t6f rdff25A9tEDHODtg0k4&MpGBWm dC SYNW 492 at 4.92 41. 'W ED SWe:1x7' NNLED 8 3 4,24 FIT LED NAILED 9N T NNLED 2 NAILED 9 de = 9 5 0 NAILED NAILED 4 SIA II NAILED NAILED NAIIb "LED 1-10A 2 336 W-3 1-1aa 477 3a0 Pla,O,aln 11 aS2a1-0I I 'a2-11-1azl LOADING(pap SPACING- 290 CSL DEFL In gm) Wei tM puns GMP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Ven(LL) 0.25 5 >417 260 MT20 24M100 TCDL 70 Lummr DOL 1.25 BC 0.79 Ved(CT) -0.29 5 >355 ta0 BCLL 0.0 ' Rep Shear mcr NO WB 0.08 Horz(CT) -0.00 3 Na Ne BCDL I. Code FRC2017aPF2014 Me10xS WeigM1C It lb FT=O% LUMBER- BRACING- TOPCHORD 2WSP2400F2.0EorWSPDSSor24SPM31 TOPCHORD Structural wood sheathing directly applled Or690 ad Pudlm. BOT CHORD 2x6 SP Ni BOTGHORD Rigid OWIng directly applied or 993 do badrg. WEBS 914 SP NOS WEDGE Led:2Mi SP N0.2 REACTIONS. (Ib.9im) 3=316MxM1aniral,4-14MohvMcel,i_323bA-15 Mea Ho. 1=129(LC 8) Mex Uplift 3=-255(LC 8).4776(LC 8),1=-163(LC 8) Max Grey 3=316(LG 11.4=269pC 3),t=323(LC 1) FORCES. (D)-Mev Cornp.IMax.Ten.-Mi forces 250(Ib)or 1.except wren ahown. NOTE6 1)Wind:ASCE 7-10;Vow 30niph(3eecond gut)Vaed=1prime;TCDL-12pe;BCDL=3Agaf;125ft;1371511;1-2411;Blot Cal. Il:Erre C;End.,GCpi=- .18;MFRS(directional);canlllever left and right ep eareet anal vedlcal tell eposed;Lumbar DOL=1.60 plate grip DOL-1.60 2)TMs inure her been designed for a 10.0 psi When cM1ord live load nonramminent Wib any other UNG loarb. 3)-This truss Mae been designed for a live load of 200Oet on the bogom chord in ell areas where a rectangle 3 -o fall by 2-0-0Wtle WII fit between me bo8an cMnd and entries,members. 4)Rarer to girder(.)her imae to truss Wnmctima. 5)Provide mechanloal connection(by others)of tnuss to bearing plate capable of Wiletaming IOD he uplift at joining 4 except gidb) 3=255,1=163. 6)'NAILED-indicates 3-100(0.140513)or 2-12d(0.140°x3.25')toamlls per NOS guicums. 7)In the LOAD CASE(S)section,toads applied to the face 01 he thea are need ae front(F)or beer(B). LOAD CASEgs Standard 1)Dead.Roof Uva(mlanced):Wmber Increess1.25,Plate Inemeae=1.25 UMfolm Loads(pit) Vert:1-2-54,1 4-10 CmceMretetl Loam(lb) Val:7-39(F-20.8720)8=-192(F796,B-95)O=ElF73,B-3)1O-23(F741.8-11)11759(F729,8729) Joaquin VFIN FE NOM182 M79U9AInc.FLCed U311 63N Peke Eart BNd Tampa FL 3X10 Den: August 21,2018 e rY Y Pnenw PAO WC �• LYJn dI1rM N NN n & .t llx task n l n t d[ tl ma 4 1 lila k1 r 1 . 1. 4 MiTek aloin wiv 4 !' J bo. u.W�il kn . TIT"Ibe wpavwk.=Ml 9X4 kn. Iva3e dgNo¢� nmml OILTa , awa[Ysm .AT vI rOWAY CRnbaOlH/ IO K9 i/OIippanwal MkNykIGYIOpYpadALeaanl Poole M11N1e. 19NL �eei,SYledlR Nv adil¢VA4'[31 1. iairye,FL 33a1e ebb Tnea ice gorel Nip Type ply PN SPRINGFIELD BUILDEPSL 24 PP 88 822 100]91C0 JCOW DiaG11dar 1 1 Ref I 0 BIM:-MIM/ay Tnda. MitlweY.GA,3132(1 0. dV32gy2iy=P-itek lISIMOlea,Ire. Tu6AU]2 UW:1]201B Pagel iD:Ou]nCV3A_IZMEVJ2pc001Y520P-VBffiBIMOMDDYNOT�v1Wu0KlUlw'ltlMwMNlivylePu 2-092 5612 e1-3 2d1R 361 4'46 Ni Sure=123.6 NMLED 11 4 ata 12 N4E'ED MILED ael1 10 NAILED 3 t:::::: "LED 2N 9 2 1314 EW II NAILED MIKED We ED W 12 ] NVLED LE B WID y411 2N WILED 1-144 R 5412 413 1-tel 441 4,46 LOADING(pit) SPACING- 260 CSI. DEFL. In Doc) "1 w PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ved(LL) 0.34 56 >247 240 M]20 24G190 TCDL 7.0 Limber DOL 1.25 BC 0.86 Ved(CT) -0.38 56 >222 180 BCLL 0.0 ' PAIR Stares lnm NO WB 0.07 Hor2(GT) 0.12 5 Na We BCDL 50 Gode FRC201]?P12014 Mwrli Weigh:31 Do FT=^ LUMBER- BRACINO- TOP CHORD 2x4 SP 1550F 1.5E or 2x4 SP No.t or 2x4 SP SS TOP CHORD SlmcNrel wood sheathing diredly app0ed or 840 M Carlos. BOT CHORD 2x4 SP 1650F 1.5E or See SP No.1 or 2x4 SP SS'Exasor BOT CHORD RIgId ceiling d mdly applled or 140-0 oc bmoing, Except: 1-7:2x4 SP No.2,3-7:2x4 SP Nos a-0-0oc braceft:47. WEBS 2x4 SP ND3 REACTIONS. (ItAsm) 4=322RAechmicel,5=239M1echmiral,O=SOSl44-15 Mar Hoa 8=133(LC 0) Mex Uplift a-232(LC 8),5=-139(LC 8),8=632(LC 8) FORCES. (Ib)-Max.Comp.RAax Ten-Allfoicaz250(lb)orlesseaceptawnshown. TOPCHORD 2�61MM BOTCHORD 16-140254 WEBS 26=394250 NOTES 1)WIrM:ASCE 7-10;Vd613MPh(3s and gust)Vastl=101mpb;TCDL-1.2paf;BCD",Dpsp h=25ft;B�5ft;L34ft;eave=4ft;Cat. Il;FAIR C;End..GC u=Dl8;MFRS(directional);can fifth arIAB and right beaded;end veMcal left exposed;Limber DOL1.60 plate grip DOL-1.BD 2)The hiss M1az been dazigned fora 10 0 pet boftorn chord live bad Iwncpnwlrem at0 ad oPrer live loads. 3)-This truss M1as Man designed bra Ilve load of 20.epsf on dre bottom chord in MI areas where a rectaigle 36-01e11 by2-0-0wMe all fit boomed Ne food.dlord and eiryother members. 4)Refer to giMcQs)for tmav to truss connection. 5)Pro ods ft Manlaal connection(by others)of truss to Madng plata capable of withstanding 100lb upli t of Idnl(s)eacepf ae b) 4_ 32,5=139.8=332. 6)'NAILED'indcalaz 3-1M(0.1481 or 2-12d(0.148'4.25')tae-yeas par NDS guictose. 7)In me LOAD CASE(S)section,loads applied to the face of the Was em noLLN as front(F)or back(Bl. LOAD CASES) Standard 1)Dead a Roof Uee(balanced):WmMr Increase=1.25,Plate Increase=1.25 UNlord Loods(pIQ Vert:1L--54,1-]=10,5-6=10 Concentrated Loads(Ib) Ver,11111 Bi 12-6F-3.B=S)1 3=—231(F=116,B=116)14=122(F=61,B=81) Joaquin VNez PE Ni Mii USA,Inc.FL Cod AOR 6304 Pmla Eon Bi Tampa R.33610 Dm: August 21,2018 V y ly salg a OEa E A 1 _ II SII I 1. M M 1 FlAlhu` MITek 6oeMm ul f 1 sy - µ + v. f u.W.JIx • Fie 4 IFeel BM6 larvkvlk tle Nery ye 6 4�of41 Nsryile .V4/INIOtb6CMd0.eMB(wd/fJIW]1q kd�� 3 a FL 8360 pryxaao�mmivy:xa. om L�Hole xi taN ire$deet,syle tza u.w vn23t Jap Trull T.Type ' Oy Ry SPRINGFIELD BUILDERI 24 PP 714064823 1&0]8403 JCOSB Oiaporel Hlp GiNw 2 1 306 Reierehwe o "ore! BMG-Norway Truss, Midat ,GA,31320 8�20eMry242018 MITekIMIaNm,lrc. Tla Aup 2111:18:182018 Papel ID:Ou]n4V3/�IZ910V328c381y320PLOCOVXI ML4AXNIXe03DBx1vu1Xk5m30q&IZLyIaR 40-2 B'13 Me d NAILED scale:1A,.I' NVLED e 3 4. 12 WILED NAILED 3 r NAILED NARAT 6 $ 1 8 34- B 5 to 11 NAILED an, 11 NA&ED 4 Sig II NAILED NAILED WILED NAILED lal3 649 ala 1$13 3L10 383 PI Og 11XY1- 1 '0.120-1-0111'62- -10-21 LOADING(pat SPACING "'D CBI. OEFL. M goc) Udefl VE PLATES GRIP TOLL 20.0 Plate Cm,DOL 1.25 TC 0.29 Vad(LL) 0.25 5 6427 240 W20 244/190 TGDL ].0 LMnper DOL 1.25 BC 0.77 Ven(CT) -0.20 5 v.3]5 100 BOLL 0.0 ' Rep Street Ina NO W S 0.08 H..(CT) -0.00 3 Ne Na BCDL 5.0 Cade FRC2017FP12014 Met11xS WeI9M:41 Ib FT LUMBER- - BRACING TOPCHORD 2v4SP240DF2.0EorN4SPDSSorWSPM01 TOP CHORD Structure!wood sheathing dradrf applied or 6-0-0 OC Putline. BOT CHORD 2x8 SP No.2 BOTCHORD Pi ltl calling directly applied or 10.0-0 ce bonding. WEBS 2x4 SP Nos WEDGE Leif:M SP N0.2 REACTIONS. glYMxa) 3=311MAectanlcM,4�12/M ilaMcal,1=320b]-1 Max Hors 1=128(LC 8) Mex UpI1R 37254(LC 8),4=-]5(LG 0),1=-tli3(LC 8) Mev Gmv 3-318(LC 1),4=26](LG 3),1=320(LC 1) FORCES. (Ib)-Mev.Cdnp.Mlay.Ten. Au forcer 250(!b)a lam mcepl Mien sFwwa. NOTES 1)Wind:ASCE 7-10-,VUI1=130mpt pEe tomMl gold)Vmd=101mph;TGDL=4.2Pe0 BCDL=3.0pe1;1=25X;1371511;Ia24R;eave=4g;Cal. 11;Em C;End.,GOpl-0.10;MFRS hilrectlonel):cenrlever leg antl nghl eywse;end venlcal leg eywmd;Lumber DOL=1.60 plate grP DOL=1.60 2)This that tm been designer W a 10.0 psi pogom chord We lead nondmdruenl Won airy omer live leada. 3)'This Wm bas been dea,nar m,a Ilve load of 200od an the boflam chord!in MI auras M=ere a rectehgla 36-0lall by 2-0-0witle Wit M between the bosom chord and any otter memM1em. 4)Refer to girderho for Irum to Ilam connadrene, 5)Protide mechanical comedian(by attract)of thus,to bearing plate capable of Wtlatanding 10010 told M Icint(s)4 except 01=1b) (♦_2541=163. 6)'NAILED'Indicator 3-100(0.148X3')or 2-12d(0.140'X3.25)toe-nalls per NDS guidlinre. 7)In ire LOAD CASE(S)anion,loada applied to the face of Ne tram ere noted as front(F)or bed,(B). LOAD CASEGR Standard 1)Dead.Roof Live(balenced):Lumber Increase=1.25,Plate Owmase=1.25 Unilona Loads MIR Van: 14=-10 Concentrated Loads(Ib) Ven:7738(F=-20,�—20)0=-182(F=-88,0—%)B FF=3,073)10--23(F=11,B=11)11=58(F728,B729) Joaquin VNax PE N,0112 Won USA,Inc.FL Can 6aM 69W Padre Earn End.Tampa FL 33610 Dm: August 21,2018 Q wAxAwv.vey eehBal.,..hxwaa�waaAoxmmox rxaaxo wcworo 46rtx Avaaaxca vAcxxs74nmw xwaaws 6ewwMwA �' I Dteb�wMMuaeoNY Man MIeNScmmcMv MsacSw�kMraO wJY ehnn Wcx�elen Ywwrt wMklw m YMtlq IaAurRea�eohwntnd IMeyebev 6la�ev¢Ilw WkwyYiernulveary Ra 4ClcadllYddaan W�aielenaW ggaN Mupnale MEmLTi MOAeavatll F d1a9YaalTa�q�gk:aletlkbpevenl to AlYBdkvAYAaYau¢nMWI/ucMCmemlmaiy.A6]bitl 6mWW WIPmiumlWacYV MrreK ktl„QP�egwwm�umnlwmew WwMmwaWAl»elXnxW khkayutlpgMNdan�. ro�emwaawl�Y��awac4.a eo4Pan.EeN6ktl. Itlamllna NohaBe.awnwrv.maenoaahe I.eahBolma�me OhmaYNe1M reaAMvw3t�OlxhrAowraM6ou/aoealxPwuxl MaNY3hMsaYm'�Ywn d�Mle kWMe.RIa N.Lee ePeel.9lla 312 NBiWM VAY114. ienpa,FL 33610 Jeb Trh� Torre Type Oy Ply SPRINGFIELD SUILDERSIL24 PP naew624 18-07810.9 1,101 Manama, 5 1 ob Reialanc o Orel BMC Mitlway This, Midway,GA 31320 922ra Mg4a 1; 6Mhhexlreucmes,hm. iuslu De2,,u ixIN3D ie rays, ID:Ou]nCV3a1ZMW328ce01Y520P�00rArX1 ML4AXNIXe0808qufIk1N30gE.IZLyie% ] -0 ]d0 Sos—l1).5 2 = 2 4.W12 6 a 9%= 6 1 I4 34= 3 2x4 II 3a 11 i0 2 ]d-0 Ii0 6-2 5104 PIMe Otaem OCYI 11'0.1A 1-3<I 11'0.2-100.610A R'Edo 0.1A1 LOAgNG (psi) SPACING, 2-0-0 CSI. DEFL In QOC) Weft UO PLATES GRIP TCLL 20.0 data Gap DOL 125 TO 0.50 VeMUL) -0.08 1-3 ,999 240 MRO 2W% TCDL TO Wmba DOL t25 RC 0.81 VeQCT) -0.12 1-3 seed 100 BCLL 0.0 ' Rep Stress Inch VES WB 0.28 Hoa(CT) -0.01 5 We Na BCDL 5.0 Coda FRC2017fP12014 Ueda-R Wel 2g0 Fr=0% LUMBER- BRACING, TOP CHORD 24 SP No.2 TOP CHORD Structural woog.heahing dreddy applied or S." pin ins. BOT CHORD 24 SP No.2 except and veM.N. WEBS 2x4 SP No.3 BOTCHORD send ceiling directly applied or 100.0 oc bull OTHERS 24 SP No.3 WEDGE W0 2x4 SP No.3 REACTIONS. plehaie) 1=22]N3-&5=20Y0.1-e Mex Hoa 1=95(11UC 10) Max Uplift 1=-]9(-C 10),5=-10RLC 10) FORCES. gIR Mex.CompWm Ten.-Mi Mmes 250(Ib)m leas®rept vfilen dwar. NOTES 1)WindASCE 7-10;VM-lWmph(3saeond gust)Vasd=101mPh:TCOL-1.2pa;BGDI-3ppst f 25r;B=0511;1--2411:eava-t:Cal. 11;Exp C;End.,GCpi4.18;MW FRS(draclional)and C-C Exlerior(2)0-1-12 to 6f-12,IMerlor(1)3-1-12 to 610-12]one;cardlever left and IgM exposed;end veriest ler estrand;C-C for members and farces 8 MFRS for ree6ierre shear;Lumber DOL--1.60 Nate grip DOL=1.60 2)The Vass Iles been OeslgrreC for a 10.0{ref bottom chord live load noneducational M0 any other live leads. 3)-This truss new bean designed for a IMe lead of 20.0,,01 on the Whom choN in a1 areas xllere a metalgle 3-6-0 tell by 2-0-0 seeks V16 d between rte thereon chard and any other members, 4)Beadle at loint(s)5 considers p mlld to gram value using ANSIRPI 1 angle N gran formula. BUIOmg Oesignershould very cepedy of bearing surlace. 5)Provide mechanids cennedon(by rulers)of truss to beading plate at jdngs)5, 6)Provide namormica connedlon(by olhere)d truss to beading pude reasons of a tMlandlrg 1000 uplift at IdM(s)1 except ljtJb) 5=101. Joaquin Velez PE No.68182 WT.I OSA,Inc FL GO66L 68W Perd Ead BNd Tampa FL 33810 pee: August 21,2016 Qwzaxarr-wmra.ynP..r...,eauoxo]asoazro4arwcauororizexxsreuacar�rel�]mr.r.raarmrzazsrxeusc nnrwn whe n.um m�w1m rxlxw rw.,.�we.nreaeNPlsoeoadwrw.+n p�mwia.m�.w..maaleo�r.nxxa a4@rv1, e:einRxnnl.rvi vire nnl�n Mlwc Ilr•Iwawaea�relmul vaMlre gpldmapaawp��wmrerre.mer.w.Ihr.w*'I..ele via r»mn mm n- baLL OeYllneoc.W MxxcolMh\o FIeM45hYJaIx'Id6xAL4nunwabmLwclvanlalENeuN.htlxaW xmp[x�aym]yennu�enlM¢Mw MiTek . n Ie<wlmwv�Nnaahopevemcouq.vwlpuaLNeaeiwnza.rmaparxlrymnaa.r«peraa e�wke lelwrllm nw pwaem.F..lawa. i kdtalbi Nvore.aeurerv.eoedw,eodlxmgolmmmandnmml«In®aM�V013OeriOFwWOWxr4MKl14wNq(:caPre�.M Il 1, IL erste . ApxNptlllpvtlllia xan Lim Role hM.te.Rla N.tee SLxl.911e]I2 NMeodM1 VR96 Job Trim Twa Type Ory Ply SPRINIGFIELD BUILDERS.24 PP T14B04C25 160]0403 all MompilM 3 1 Job Raweice o Bored BMG-answey him, refuse GA 3132D 0.220e May 242010 MiTeklMustrles,Irc. Tue Aup 2111:1 B:1B2018 Pagel ID:Ou7nCVSA_IZBMV32BCB81yS20P-UaAO YZTm"5MV ~CEI%ETWODEUss I.N 54`0 Se-0 stet—1:16 3B= 3 6fA F12 i 34 L R ElY A4= 6 l° 4 2M II 36 II 580 56U Ned ones.Dcn- 11:0-2-400-31 1Emeo-1<1 LOAOIMG(pet) SPACING- 2-0-0 CBI. OEFL m (Mc) Wall Ud PlATE6 GflIP TCLL 20.0 PIa1e Grip DOL 1.25 TC list Ved(LL) -0.02 H >889 240 W20 244/180 T"L ZO Lumber OOL 1.25 BC 0.16 Val -om 1J >8B8 in BELL 0.0 • Rep Stress lncr YES WE 0.1] HOR(CT) 4.01 6 nor We BCDL F. Coda FRC201]RPI2014 Kill Weight:25 lb FT=pq> LUMBEW BBBski TOP CHORD 2x4 SP No.2 TOP CHORD Sthdura wood sheathing cloudy applied or 5-6.0 oc Whim, BOT CHORD 2x4 SP No .2 alend reflces. WEBS 204 SP No.3 BOTCHORD Rigid calling dlradly applied or 100-0 oc bredog. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.32-7-12 REACTIONS. good ) 1.1)3Mlechenical,e=t 51N1A Max Horz 1=88(LC 10) Max Uplift 1=-54(L010),6=50g-C 10) FORCES. gb)-Max.Comp Relax.Ten.-Nl foroes 250(to)orleas except omen shown. NOTES 1)Wind ASCE]-16 V01=13(mph(3-second glad)Veld=101mph;TCDIU1.28w1;BCDI�.OW1;f Sfl;B=4511;IL241feav ftft;Cat. II;EMC.End.,GCPI=0.18;MFRS(dlmaona)and C-0 EMerlo g?)60.0 to 344,Intador(1)360 to 5-012 Who;caMllevar left and right mgroeed;and sedlwl left exposed;C-C for members and forces 8 MFRS for motions shown;Lwnber DOL=1.60 plata grip DOL-1,A) 2)This news has been resigned for a 10.0 pst boftom clwrd live two norwonwaenn Win any omei Ilve Ioade. 3)'This hues we been designed fora live load of M.0ps1 on the bottom dwrd In all erees where a reclaiBle 3E0 Mg by2-Iwide fell Bt beMean the Whom chord and any other members. 4)Rotor to glNent)for Kusa to cess connecbone. 5)Bearing a joints)6 considers parallel to gran value wing ANSVTPI 1 angle to Two formula. Building designer should verity oaWdty of bearing surl 6)Provide medlaniral comecbon(by others)of hues no bearing plate at foinnod 6. ])Protide mechanical ,ontadlon(Dy ohwm)of truss to bearing plate o Ilia of withstatling 100 to uplift a fuinl(s)t,6. Joaquin Witz PE NOMI82 MTYB USA,Inc.FL CvU,I3f 6804P Eml8N Tampa FL38810 D. August 21,2018 al feemxewlP prem srstaFAa NaiEe ql iM6INa W[LYOFaYIIEN aEEEN4N3I4aa1t•)Q9 m.fOl6T1la9alW[YY uwaev weorry rmn mtws, mss anmm.eaw�a w.nw I«>m.ires Jr9n aMgM«uan Irt,nmebotlu�wit mea W m MM1tlM euuhp o«.woreol,rot woreav Ycn4�«oR nw aaxa�No nw o.+xa wlmBd«gn.Ixw�alnexarm Nwwa.anl lwuaYreorlmMaw m�.wao..dfad,«am«nma«ay.gy9Mnlramp«W a,e Pwmman aa�re MamrnxawInYnJlxbF,n4e.ewGr«Yesapal«. wuNlN.Yae,no lroed lraFMreMaacWaYM�ere.RwIaam NP.omla l>�«d1Mry am waredvaanace. s«aw�«d wado,r;arewiane xw MiTeke�nN alws 1�Saeet91e,312.. tlVR=1< T,H,.1 Jeb T. Thu Type Ory Ply SPRINGFIELD BUILDERSIL 24 PP 71480/626 18,08 3 M03 MOMplidl Suppodetl Gable 1 1 Job Reference o tlorel BMe-MlQxey Telae Walann,GA,31320 0.220s May 242010 MITeklndustrles,Inc. Tee Aly 2111:1 W,202018 Page ID:OU)II A-RMdV32Ba801YS20P-yn KD3FJHboPrW2130cie2N& CflMTB EOR 7d0 ]60 2N Seale=I 16.2 3 4.00 its 914 T 2 e y Li S s 4 2e4 9W II a4 II v4o F4-0 1ao ~ 600 LOADING(paq SPACING 2430 M. DEFL. In Qoc) Udell Ud PLATES GRIP TCLL 20.0 PI. Grip DOL 1.25 TC 0.30 1.d(LL) We - We 938 W20 244/190 TCDL ).0 Weber DOL 1.2.6 BC 0.12 Verl we - We 999 RCLL 0.0 ' Rep Stress Lar YES WB 0.14 HnR(CT) 0.00 4 We we BCDL 5.0 Code FRG201]RPIT014 Menta-S Wal MIs FT 0% LUMBER- BRACING TOP CHORD 245E No.2 TOPCHORD Structure[wood steaming dlreally applied or 600 oc pulling. BOTCHORD 24 SP NC.2 except end vedicels. WEBS 24 SP No.3 BOT CHORD Rigid calling Greatly applied or 60-0m bracing. OTHERS 24 SP Nos REACTIONS. (IWstas) 1=fl5A68g411/&0.0,5=304/800 Mau Hoa 1=fEy(LC 10) Max UpIIA 1=-2)(LC 10),b-11(LC 1),5=-146(LC IOI Max Drev 1=115(LC 1),4dILC 10L 5�(LC 1) FORCES. (Ib)-Max.Comp.AAmcTart-All Whore 250 ON a less except attain slash. WEBS 2-5=-24&485 NOTES 1)Wind:ASCE]-10;Vur=130mph(3aeoond gust)Vai 01 mph;TCD[ .2IaY,BCDL-3.0psC I=251t;B-45r;L24ti;ease=211;Oat. ll;Elm G;End,GCp1=0.18;MFRS(directiaal)ant C Comer(3)0-10-110310-1.Evledor(2)5101 to 4-24,Comel(3)4-2 4 to ]-2-02011e;cantilever left ant tight exposed;and vetllcal Teti elmoaed;C-C for members And farces 8 MFRS for reactions slaym; WmbeF D0L=1.60 plate gimp D0b1.W 2)Tmss d [gn for Wnd loads In Vie plane of tla truss m[y. For studs exposed to MM(mnnal to ibe lace),sea Stmdam ll try Oahe EM Detalls as applicable,or co It qualified building G igner m per ANSIRPI 1. 3)Gale s1Ms speed at 280 de. 4)TNe toes has been designed for A 10.0 psi boll.Clem live bad Ie oonaune rt whir Any Wber live loads. 5)-This these has been designed fora live food of 20.0pa1 on Ne boXam cMrd In all erMs v41ae a rectangle 380her by 280 vdde Wil fit between the bottom clam ant any other members. 61 ProNet,mechanical connection(by otters)of talcs to bemdng plate capable of wfibslanding 100 It,uplift at jolm(s)1.4 exaepl(gdb) 5=146. Joaquin Valaz PE No.e8102 MiTek USA.Inc.FL Led 0634 8804 PaM1e East Blvd.Tampa FL 9M10 om: August 21,2018 QWIPMO-Mltly 4aa9nY��e^MtlNGp/pIEB aX xI6YIe MYUOEOYFEfaF/aMNCE 1I0E1i]Ilam.lee sss. Oa . IEYm Wl4ldlse aYYw41n Mnel�cmm:Mrs.11'hdw4mk[�tloNYUPon Ma•a+laeLwwn.aNklwmfMNd+cI lxleeg<wnnw�ent Int 0ussryilem aekre�m,IMdl9g6 4}e�mW�eMy Mz cpYCKAlhol tlz{�np�anedmmf VhWgIYMapnale Nkd�.gn Ma Illoovatll IwAelgmtlgl aw:r•0a.a�bdkro Maewd h,ealmaMwlatl nUs.e6a,d2w<mrememmlewv.ondyeatl leml^�hWTGINammwhl aucFp � MIT6W ktlwewheR4rea aelmxlvaa nwasmlwll�awlmrrwmle h�eleehyrhlaev�aewaN mm�a. rw9ea�aAw�e hep�axg nn Ittkulkel dwtpa UaxYgy.ereclknW dacaq ollnh¢esm]IwryAem0.he61IIWINI OI0MMMhOWaA1CM.Y MTy CMVodMI aBW Pede Eml BXtl. 4HMyFNah�hw4Ydehan Guo RObaWade.R18 N.Iw SIlael.elle 312 NexuMb VAY111. ie�rye,FL 3%10 Job Trus Thin Type OIY PIY SPRINORELDBUILDERSL24 PP n4wa627 18-0]aM3 PM pipgybeck 2 1 Job Relerenro al BMC.Mieway Truss, MIRNay.GA 31320 812aemey ea ealemnaxrmesmw,ua.. i ,.w.� ��.�•r��„�= mow^• ID:Ou]rGV3fBIZ&dV320c801yS2OP-0zITY24Wy3145EpnmMbk5E5WnVioLZAgIAePg L28 9dd 422 b22 Soles dfi' 46= a eu)) 12 4 2 5 0 6 n4= 24 11 24 644 Is" LOABINB(pen SIF Ili Blf} 2UU COL FDE�FL In Qos5MlehUC PLATES BRIR25 TC 0.12O.OD 5 e" 120 MT20 GRIP 0 TCDL ].0 Limber oOl 1.25 BC DAB0.00 5 her BDBOLL 0.0epStraw had 'ES WB 0.05 0.00 4 n9 Ne SCOL 5.0 Cade FRC20171TP12014 MatdxS Wel 25 lb Ff=O% LUMBE& BRACINO- TOPCHORD 2W SP No.2 TOPCHORD Structural wood sheatMng directly appllee or 6-0-0 oc purns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1000 w bradng. OTHERS 2x4 SP N0.3 REACTIONS. (IWsiza) 2=1 3 29 5-2,4=132/65-2,8=21Y3S2 Mex Hort 2_d5(LC 8) Max Uplift 2 07(LC 10).4=e](LC 10),6:i83(LC 10) Mex Grav 2=134(LC 10),L-134(LC 20),8=213(LC 1) FORCES DE) all Cwnp.Mlax.Ton.-Aft forces 250(to)or lees except condo shown. NOTES- 1)UMalencad mot live III have been dominated for Ihls Sol 2)Wild:ASCE 7-10;VUt=131Nnph Si gust)Vas0iolia h;TCDL-C2inal BCDL�Opl laii B=45h;"Aut:eel Cal. Il;Exp C;End.,GCpi=0.18:MFRS(directlonst)and C Etledor(2)zone;cantilever left and right exposed;and vandal left exposed:C-C for maintains and forces,8 MFRS for moctlom,shown;Lumbar DOt=1.80 plate grp DOL=180 3)Gable requlme continuous botlom chore reading. 4)This Imes has been designed for a 10.0 psi bottom chord live load rmnconcurrent all any of liver load. 51'This Wes has been designed for a live load or 20.0psf on the Whom,cfmN in all areas wTere a rectangle 35 %it by 200 Woo wilt fit between the Bohan chard and any other members. 6)Provide mechanical connection(by others)of floss to bearing plate capaNe of wilMaMlrg 100 to x M at Iolnl(e)2.4,e. 7)See Standard Industry Piggyback Truss Connection Rated la Connection to base Inuss as applicable,or consult qualified building designer. Joaquin Valet PE 10.68182 Miiet O6A.Inc FLOWOU 66W Pads EaaOBNd.Tampa FL 33S1D Date: August 21,2018 pwAe - ryMNynpvamrtm mO NFAa NOrES ON IMS ANa WCLUn flN a0a2J IIK vay alio M11elGtum vdo S.Rk rte "I.-, NY ul f� I r l xn m{WMn ml ali�mmavdem eel I 'Il tleLLarwi mon—'s, eafo,nn ' du+lpL : '( aloe¢watll Nudarymaerai a innifi laaa a`vvm ,lmmee IYMAtlitlaw ansae, N .� ax n, -- '. v:aid pea0ananla�me MTBs. atlwnnuval lw alYYNaa bgavenl<Mquev.M�Gwlxe pamrM FNV m]1.1.11 Gn 1 JJm npptl,p the p a EawA BNJ kfAVlkn parya tlelNW.ereclknaq dO�ip ollnwesaq T9Mlem seAWIM36ala�Y LrIuh USHyvrdaLL YJ]xxICMpMIW a Aslan, rrllpvaMle4dri Mra ReaaWlule 21.N.Ice 50ee19I6 J12 Navxlla VR'[2a1<. Trry .F I Tllm Truss Tyle Gry Py SPRINGFIELD BUILDERS224 PP THel828 ,1: !!03 PBIGABLE 1 1 Job Role. d BMC-MMWay Truss, MMelay.l.31320 a320a Ip:ONnCV3A7ZNdV3M2a8028a1zybDl2a0MPi uT2eakxiyvliVeWa.,0ilK0.mTUon54A0u?gB2mi2abtlp 2AS818 page) VghWetAlp, 3S4 ]60 yg4 36d scale.1:131 4x5= 3 60 12 4 2 1 djd e y4= 2x4 2N= ]-09 ]-08 LWgNG gxiq SPACING 209 C61. DEFT In gx) "1 Ld PLATES GMP LOA 20.0 Me GOP DOL 1.25 TC 0.00 Van(LL) We - We SSB W20 24N190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) Ne - Ne 999 BCLL 0.0 ' Rep Stress lacy VES WB 0.03 HaR(CT) 0.00 5 Na No BCDL SO Cotla FRC201J/RPI2014 L4eblx-S WeIBM:211b FT=O% LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOP CHORD SWcwral all absorbing directly applied or of,punlrs. BOT CHORD 2x4 SP 141 BOT CHORD Rigid ceiling directly applied or 10.0-0 x bSAII OTHERS 2x4 SP No.3 REACTIONS. All beerielge]-03. (Ib)- MuHoa 1=37(LG0) MaxUplift All LANIX 1001borlessmldM(6)1,5,2,4,6 Max Gnav All reactions2W lb or less al ldnt(s)1,5,2,4,e FORCES. (Ib)-Max.CompJ AOI AlHomea,2500norlosseacetafternAINOW. NOTES 1)Unbalanced roof Iha loads have been ansidered forthls design. 2)WiM:ASCE]-1q Vult_-130mph(3-second gist)Vow_101mpix TCDL=4.2p f;BCDLv OMs,h=25X;BA5It:L=24t1;ea t,,Gal. II;Exp G.End.,GCI,1 .18;MFRS pirmadollal)and C-C Extedon2)zone;cantilever len and right exposed;and vertical Zeit expicand C for members and forces8 MFRS for reactions Shown,Lumber DOL_1.60 plate grip DOL-160 3)Trues designed for vAnd loetle in the plane of the trues,only. For studs ex maybi to Wind(normal to the face),ace Standard Industry Game End Details as applicable,or consult qualified building designer as par ANSIRPI 1. 4)Game neaines coMlaous bottom dlord payment, 5)Game styes spaced at 2-Op x. 6)TNs buss has been designed for a1 OX psi bottom chord live load rpxonamere vdih any other the loads. 7)'Time t..has been designed far a live load of 200ast on n1e bonom Mord e,AS arses wfiers a redagle 33-0 tall by 2-0-0a and. Will it batwaen the bottom chord and an, the,members. e)Provide mechanical connection(by others)of truss to beefing plate cayame of withstanding 100lb uplift M points)1.5,2,4,5. Of See Standard Industry Rggyback Times Connection Ddall far Conredlon to base truss as applicable,or combat qualBed budding tlesigrer. Jeaqum VNn PE N.18182 MiTsk USA,Inc.FL Con Vdal 69N Perk,East I Tampa FL 30610 D. August[21,2018 V wwa0 c H4sufa ae s n s . All—W1111 m x t.l a Iry r a n 6 K n awe ro, y 1 r ,..1.,1 MiTek Mxkn Yrry it o3eNtleltrery.w IOM btxirp oil soq xus5y5aen Lsnoapossaded. A114 Pol.c-I yr,IlyaW111rypyvtlltNa comm Irw PDXe I,ssIIMe'[leA, —Mael.SLI.J12 Nemxlb.VP'Y1,51 a. Tei 1a 1.10 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ° center plate on joint unless x G48 dlmarsbrs shown In R-Irl-slmanths �-t—i�\r4pro.ngs wt to scale) Damage or Personal Injury Dimensions are In ft-in-sixteenths. oll L-J W Apply indicated. Apply plates es to both sides of truss 1 2 3 1. Atldttbral Xy bracing for truss system,a g. and fully embed teeth TOP CHORDS argoral orr xFbrx-Draclrp.is alwan reauirea. See eC51. .1. cea 2. Truss bracing must be desigriea by an engineer For ohle 4 wide buss spacing,individual lateral braces themselves VWZEBSSymay require braclng,a dtemowe TorI ¢ 9 cbracing should be considered. u Z ,P O 3, Never exceed the design Casing yawn and never U yr U slack materlgs on Inadequately braced hussas. C. O a0 4. Proyroe owes of mis truss design to Me buflang 2 orientation,locate csl ur Section designer.etion supervsor,property owner and For 4 x BOTTOM CHORDS dl other intresre f apanes plates 2 9e'from on,locate . edge of truss, 8 7 6 5 5. Cut members to bear III agoinateach Chief. 6. eaCe plates on each face of buss W e nom This symbol indicates the JOINTSARE GENERALLYNUMBEREDAETTERED CLOCKWISE ormandembedfuRy.Krohandwaneal _ required directon of slots in AROUND WE TRUSS STARTING AT THE JOINT'FARTHEST TO bcatlons deregulated by AMIMI 1. connector pa}05. THE LEFT. 7. Design asumes trusses will De Suitably Protected hon CHORDS AND WEBS ARE IDENTEED BY END JOINT Me emicament In accord with AN9,11PI 1. 'Plate location details avatlabNhRUTN[RD/4D NUMBERSAETTERS. 3, Unless omerwee noted moisture content of srmber saNWDre or upon request. shall notexceed 19%attime of hSrticatlon. PRODUCT CODEAPPROVALS 9. unless expressly notedms design is rot oppscable for PLATE SIZE ICC-ES Reports: use with fire retal preservative treated.a green amber. The first dimension Is the plate 10.Carl is a norxtrucmral consideration and Is me r 4 X 4 width measured perpendicular ESR-1311, ESR-1352 ESR1988 Comber doti loo bde'ection oral practice is to to slots.Second dimension Is ER-3907,ESR-2362,ESR-1397,ESR-3282 the length parallel to slots. 11.PIWa type,Ire,alerNotion and bcation dimensions, aro minimum pbXrp requirements. LATERAL BRACING LOCATION 12.Lumber used shall be a Me spades fol nre,and ,,�t mbol In all respecrs equal to a batter than Mat �y 7 Indicated by syshown and/or Trusses are designed for wind loads in the plane of the Ib scified. `,y/// by text in the bracing Section of the lruse unless otherWiee shown, 13.Top chores must be sneamed a purlins,Icyded at output. Use T or I bracing spocing Indicated on design. If Indicated Lumber design values are in accordance wRh AN91/rPl 1 14 Bottom chaos real rite al braclrg at 10 ft.sparing, section 6.3 These truss designs rely on lumber values a less X no Call is irl5i unless omerwse noted. BEARING established by others. 15.Connections not shown are me resoorcblllN of others, Indicates location where bearings 16.Do not cut or atter truss member or plate vdthaut ptior (supports)occur Icons vary but ®2012 MiTek®All Rights Reserved approval of an engineer reaction section indicates joint 17,Iasi and load veltkdly unle5 indicated Ohierwhli. number where bearings occur. Min size shown is for crushing only. �� 18.Use of green or treated lumber may pose unacceptable envect Nine,nedme performance nisi¢,COr1wX with e y project elgineer before use. Industry Standards 19.Review ors(armors of M6 design Choi back,wool Al National Design Specification for Metal and pictures)before U. Revlswirp pictures alone Plate Connected Wood Truss Construction. Is not sufficient DCB-89: Design Standard for Bracing. M�Tek® BCCI: Building Component Safety Information, 20.Design a...Manufacture in accamnce with Guide to Good Practice for Handling, AMUTPI 1 Qualityctllerla, Installing&Bracing of Metal Plate Connected Wood Trusses. Mil Engineering Reference Sheet:MII-7473 rev. 1 0/0 31201 5 Job Those Thea Type r pN Ply SPRINGFIELDBUILDERS4.24PP T143B4808 18-0)8403 Jose Comsr Jack ] 1 Job Reference IndereMl1 BMC-Midway True, Midwry,(3A 3132¢ 81201Mey24201BMiTa WgK-RiftZ mAeg2111:1g:012018Paget ID:Ou)nGV3A_IIDIdV923cB81y620P-084]L19KnRCUdw202eeg1LnRplpiFPYZSbVNJgylepe 2-00 280 yeM.In 2 Sao 12 t 1 3 �= 3 Sa8 II i-]-0 200 -0d 01! PMM OBeeN I%YI-- 11:61>.Edpal ILO1 40.1-1-111 LOADING(pill SPACING 2-0-0 CIS DEFL In Qac) IMell w PLATES GRIP TCLL 20.0 Plate Grlp DOL 1.25 TO 0.12 Ved(LL) 0.00 1 sM 240 MT20 24N190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vad(GT) -0.00 1-3 s998 190 BCLL 0.0Rep Stress Ina YES WB 0.00 H.ol -0.00 2 We We BCDL 5.0 Code FRC20171TPI2014 webs W9I9M:101E FT=^ LUMBER- BRACIbiG- TOP CHORD 2x4SPN0.2 TOPCHORD Studuaalwaksh.Mhingdl.dyapplledor28O.mdl.. BOTCHORD WSP fall BOT CHORD Rigid calling dreMly applied or 100-0oc Mating. WEDGE Ulan 2x8 SP SS or 225OF 1.9Eor REACT ONS. Qdalxe) 2=5M.Aechanimal,3=13RAedlenicel,l�3m-36 Mex Hort 1742(LC 10) Max Uplift 41(10 10),3-24(LC 10),1-43(LC 10) Max Gray 2d0(LC 1),3=28(LC 3)l FORCES. (b)-Max.CompAaac Teou All tormse 250(11h)aless exoeptwLenshown. NOTES 1)Wind:ASCE7-10;Vdt-130mpn(3..d gust)Vasd=101mph;TCDLd.21e1;BCDL-t.Opst;825X;B-4511;b24b.m%-411;Oat. IL 1Up 0;End.,GCPL-0.18;MFRS(dreptomel)and C-C Eaedorl2)pone;mengisver lett and right expaeed;a d vadlmdl lett exposed;C-C for members and braes 8 MFRS for reactions shown;Lumber DOLr1.60 plate grip D0L=1.60 2)This truss has been designed for a 10.0 psi botiam chord live bad nwnconwnent wtm any other We loads. 3)'This trues has been designed for a live load of 20.0p rf on the bottom chord In all areas where a rectangle 3,6-0 tall by 2-0-0 wide will fit bebreen the Iwaom ctmrd and any other mentals. 4)Refer to girders)for truss to Wss connections. 5)Provide mecnsomal connection(by omen)of these to bearing plate caped¢of w81wNlMilg 41 Ib uplift at joint 2,24 I6 upg8 M faint 3 and 4310 u18iK at,ant 1. Joaquin Valet PE No MIG 1417e1 USA, no FL Can 8811 Ill Parte East 3Nd.Tampa fl.33610 Data'. August 21,2018 m-1- . ... �. wmmmdUsa aB'up mdYtE lorm.booded4. dMrmlhof daatlanJmlx.remomrel . ,. „ MITek ea«w+raaa��d ro,nmclvmdrovm°aa�lwla+e+mmwml.ve�baw.vwpa+.�wao�w�. °�„at� u. n :. aaa:enm no,aga.daroay.eracwnoiaewvan�melnsaxilena caAMPlrli ¢dna.oiaara"a tui aye'nP cemoaamr oaP Fi°3.,�toNe ', MNry MMneYbIR.dYAekanlns Raro a.aMw.zlon.Laasneal.ewslz.we.agm.vIa. anus. Job Tme6 T.Type Olt, Ply 6PRINGFIELDBUILDERS124PP T1480400] 18-078403 "B Cwrm Jerk 1 1 Job Reference o Bowl BMC-MMwey Trac, Mldwey,GA 3132(1 8.2206May 242010 MRek lnduWlea enc. Tue Au02111:14022010Pr ID:OufiCV2R_IZBMV328clBiYS20P-WeN23ryNKLF40ebHE0eNMTRmO_eoIKLETOGy1e0] 2" 200 Sea•188 2 °.0o 52 an, _ 3 4 1]8 LOADING(pall SPACING- 200CBL DEFL M ((i Intel Lrd PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.06 Val f.w 1 x999 240 W20 244/180 TCOL 7.0 Lumber DOL 1.25 BC 0.0:1 Verfil f.w 1 aRAI 180 BOLL 0.0 Rep Stress In. YES WS 0.00 HoruCil 0.00 2 We We BODL 5.0 Mode FRC2017aP12014 stanzas All 711, FT.0% LUMBEW BRACIFIfi- TOPCHORD 2x1 SP No.2 TOPCHORD Structural wwd slaathing directlyappfl°d or 2-0-0 on pfdhw. BOT CHORD 2°4 SP N,.2 BOT CHORD Rigldceiling duptly appllW or 160-0 wbl°d% REACTIONS. All bearings Mechancalexcept 01=1engM)1--0-36. (b) Max Hort "2(LC 10) Max Uplift Allu,1a10016orleesetlom(s)1,2,3,4 Max Grew Allreadbns2501borle°sat(olnf(°)1,2,3,4 FORCES. (Ib)-Mex.Comp./Max Ten.-Allfomee2W(lb)orles e° tw shom, NOTES- 1)Wield:ASCE]-IQ Vult=133mph(3-aeeond gust)Vmd=totmph;TCDL=4.2p t;BCDL=3.Opsl;h=25ft;B=45R Ir24ft;myS:Jh;Cat. 11;EV C;End.,GCpi�.18;MFRS(hormonal erd C-C EAelfil 2nne;ran1liffir left and hghi e),pcwetl;erM w°dlcal left sapospol C for membew mtl forces 8 MFRS for relaclien,slWwn;Lumber DOL=1 W plate grip DOIr1S0 2)TNstl haebeendesignedfora100pdbottomcMrd INeloadn oncunentWthanyotherlivebade. 3)-This Haw,has been dedgned for a five load 020.0psf an the bosom chord In all areas where a actor le 3S 0O by 2-00 wide well fit Ime en the bottom chord and any other members. 4)Refer to girders)for truss to huu centeptims. 5)Provide mechanical connection(by others)of from to passing plate capable of withstanding too lb Wall at joess)1,2.3.4. Joaquin Velez PE No.68132 MiT6 USO.Iil FL CM Sol ON PaM1e East BNG Tampa FL 23810 Data August 21,2018 Q wAwww carry .lw NarasoNTma4NPwCLuo tt ow seas ' �1VyaMwcNywlT M1 'h..RakM#gn crxmlaVy M I . - memo,a�rcwbNava *.+wnry rnem»a' +v� u v -xi. l me �1 —Al Quare maw. waromoxareasrowe�al bmxxleart�.ww �. .�.u. ...e.. . ..,a r.xf 1x...11« >,.,1.. oaleal a.msrl MITOk ae gseevAadMaaF4Mmdtopevemcwmre um w%uece +x sMv a=fr*.r>v.lr u'x••w=. ra lwrv..vOWa...,,namarq me rr nee rename. k61rtMM 51no3e mYaary.aecblOA badlq Oeln�[avJmw Mlem sa.VGylryl OrrM•CIMb.eIN°up MlllOiq Lwnponanl °,•pe.FL 33610 4ww6YerMmmvn•+A4'+Ia aanlrle Rale MlRb 21a N.Ire 9rea1.911e312 Ne[utlao.VRY151 d. Job Trues Tram Type OIY Pty SPRINGFIELD BUILDERSI-24 PP &B BOO 184]9103 J04 Comer JeW 4 1 Job Re5Wsnce ssa BMC-Mldwey Truss. MMway,(3A 31320 Bs20s Mey242010MITex IMwNe&,ledSCtEje AW2111:19:03 10PAge1 ID:Ou)nCV3A_IZBIdV329c001y520P-yVClmPsaJ26C1E3n11_Ma_rSerSajJRa2t_OYjyleOe 400 49 0 3W.-1102 R 3.50 FIT i I 3 'bee= ass II 1d-0 4512 400 F 1d-0 tit-1 M2 Plate Ofleete fXV}- 11'03900101 It'01A 1-5-101 LOADING(pd) "PACING- 2-0-0 CSL DEFL In Q.) lanfl UC PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TC 0.30 Veri -0.01 1J .9110 240 W20 241190 4 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ved(CT) -0.02 1J >999 180 BCLL 0.0 ' Rep Suess Inv YES WB 0.00 Hoor(CT) -0.00 2 We we BCDL SO Can FRC2017/TPI2014 Mebix-S Welght:14A FT::M LUMBER- BRA,01i TOP CHORD 24 SP No.2 TOPCHORD structural send sheatM1lrp tiredly applietl or 40900 puMw. BOT CHORD WSP No.2 BOTCHORD Rigid selling Aussie applied or 1000 oc brim WEDGE Leo:2x4 SP 140.3 REACTIONS. Natere) 2=9&R.fecM1enira1,3=25RdxM1anlcal,1=121/P3E MBx Hot 1--VNW 10) Max Uplift 2=63(LC 10),1111110) Max Gmv 2=861LC 1),?55(LC 3),1=t21(LC 1) FORCES. Qb)-Max.CompJMsx.Ten. All tomes 250(Ib)orIms except wren sM1own. NOTES- 1)WiM:ASCE)-10;VulblWmph(3-secondgist)Vae --101mph;TCDL .2ps,,BCDL=3.Opsf;R25R;B=45f1;L24f1:eav fl;CaL II;Exp C;End.,GGp".18.MFRS(daecdorel)aM C-C ExNdoi acne;defthever left araC right exposed;end vedlcel left swasa GC for members aM forces&MFRS for madiont truer,Lumber DOL-1.80 plate Ran DOIL 1-lm 2)This toss t4&been designed fora 100 psf bottom cMrd law load nonoonourrew Win aryoRna live load&. 3)'This truss Ids beer deslgnM for a live Ired of 20.0psf on the hotter,dead in all alias where a rectangle 330 tall by 200 wide will fit between Are boflom cM1otd and myrofM1er members. 4) Rater t0 glNar(a)for three t0 truss WnMCIIOns. 5) Provide me flenlCal Word on(by dbew)of Arms to beaMg plate char a of MIMIaMIng 10010 LOA at jo rthu 2,1. Joaquin year PE Ni 82 MLl09A.Inc.FL Ced66N 6M PAN,Seal Tampa FL 33619 DO August 21,2018 A WIaMWa /y Mtlenpvem� TEa QV TINAINO NLLWE Y i4 a f J�VrIMI N 1 aP�klrtcviaYY4k1, II tlp 1 M flf IM w.Aw M9J I a o a atl�d �N� de`J^n. WI f. n] 111 .MI I were sen. N n�rxlPam w m . x a,al m a . r as � ..aa i MiTek Nawwr w 6 �.+iwmde rem..r frau wwmN war arn.n,l,ra .un,.m. I A'talen n<eade asM'my.aa:nm aah aoame.saw 31 peAWRIa,OmMClM4CWam4KC MrION canPra'rwnr veLEezaNa. aebry ErpmoMwrlmle from mutate W'nnn¢.z1an.Iwn sweN.saw 312,aa.nwln vn nlrA vT�.FL J]Slo IJop Toss Truro Type Oly Ply SPRINGFIELD BUILDER&L 24 PP 0&A8 1,1BDTW03 JOM CorrerJecO 6 1 Job01 so Ice coal SMG-Midway Tuu, Midway,GA,31320 SUAK) Mey242010MrteklMramealt Ni iAds ftC1 1:16:042010 Pogo ID9uinCV3/�IZBIdV329c081y520P-Ofmlml]z1lGMe3VNiAiOCICOMFRPSm11oQZI9fe05 40-0 4 oa 6mM=1:14e 2 6.a0 12 a* 1 9 as4- 3 See II li0 1&12 T$4 4-00 19 612? PI beOlfseta(LYI-- 11'0.11 Ed L Il"01-01-1-111 LOADING IpaR SPACING 2-0-0 CSI. DEFL In (lac) gdall Ud PLATES GRIP TCL- 20.0 MR Grip DOL 1.25 TC 0.26 VeN(LL) -0.D1 1-3 >666 240 wo 244/16D TCDL T.0 Lumber DOL 1.25 BC 0.12 Ved(CT) -0.02 1J 199 180 BCLL 0.0 ' Rep Skase Isar YES WB 0.00 Horz(CT) -0.00 2 we We BCDL 5.0 Code FR=17?P12014 MMdx-S Weight:1716 FT=M LUMBER- BRACING TOP CHORD 2r4SPNo.2 TOPCHORD SWclural wood sheathing dlreblly applied or 400 do purlbts. BOT CHORD 2x4 SP Ni BOT CHORD Rigid ceiling dleclly applied or 1000 as bmWng. WEDGE Left:2rB SP SS or 22501`1.9E An REACTIONS. (IMa2a1 2=96IMec0anlcal,3=25rMechenbal,l=121/03-6 Mex Horz 1=62(LC 10) Mee Uplift 2=76(LC 10).1=29(!-C 10) Max Omv 2=96(LC 1),3d5O.0 3),1=1211LC 1) FORCES. (b)-Max CompAdax.Ten.-All%me 250 Ob)w less except when shown. NOTES 1)Wined:ASIDE 7-10;VMk13Dni(35econd gust)Vaed=SDtmph;TCOL-4.2ps1;B301d.0pal;8250;8=451;L=24ft;eavaii Cat. 11;Ease C:End.,GCpi=0.16;MFRS(diredlonal)are CC Exedor(2)zone:cantilever left and night isla setl;and vertical left exposes—for members and forces 8 MFRS for madldl3 shown:Lumbar DOI=1.60 plate gdp DOL-1.60 2)This truss has been designed for A 10.0 psi bosom chord live bed roncencunenl vi any other live loads. 3)-This truss has been designed for alive load of 201 on the bottom chord in all areas were a rectangle 3E fall by2-0-0wide x111 fit between me bod0m chord And arty order members. 4)Refer to girderlsl for miss to Russ connections. 5)Provide mechanical connection(by oli of muss to beadrg plate capable of xitM%e irg 10016 uplift at Ioinde)2,1. Joaquin Vaes PE No.68182 MiTek USA.Inc.FL Cod 0634 BfiW Parke East BNd.Tampa FL 33810 D. August 21,2018 Q wamuva veyeeq�P...,�w.,..,,exuoxo+es ox+xreaxprzawau exF6x6ararunc6 vaca.rw WJP•Malw ure WY'ulT M1tl le N9cuviec1a5.1NtdzbnkCmdUeyrgrr paanelertaawr.a'dht I 'I i mm Mkrn ealwe uw llpW?q tla1M19 nxe1vedfy Me�` IlydaerkxrWmreNieOdpM%rl Yx 4ttAI I . tl wJre daWxr 9agrek.Ikared If b Mj1 dMeanbatl bawuahXdrnerro4naa AdMli • . , L,.ore STBk s Oven lea+«ImrfenrlNmewwa�imx�vblp'VAmr�wuewwrvJ6wmen=cadr donee.rw 9e , ,•,•11r,. IM.. n kM.ulkn ilcmq.G¢INery.g%/m Uvlb 1po11nneaaMMa[/dMnewAMPMn4rr�ttw406Hewp K'N IYICYrp Cdnpanenf 6BDO PeM1e Eut BXtl pvx 4lmrmoruwme mrrlriargla nnmeb.2he N.wsxe.t.swalzre.urarnv/,2251 a. iw�pe,FL aa6,o Job T. T.Type Ory Ply SPRINGFIELD BUILDERSL 24 PP 488 810 18-060109 J04B Carter Jack 2 1 Joe bol asIe o Sorel BMC-MMwayTw, Midway,G/�31329 0.220e May262010MiPeu"alries,I MM Mg2111:1BDX52018dbyl 1 ID:ONr,GV3A_2Pdv328c80,ySTOPuuKV841grpivK%iBH%SCPxgTIkZBD%OWT]dSyleOa &]8 9]3 OJB 3u1e=114.6 3 251 11 2 46. a 4 g 2W= e2W II bw8 II 1�O 6stz sYfi 40o i 1iO 6F 2 21-12 W-6 Plate Dlisers(XYI-- IL6t>.t4-1 tl.IL6N.Ed0e1.15:62-O.0.t-01 LOADING (psi) SPACING 2-DO CSI. OEFL In 0.) Wall Ud PLATES GRIP TCU- 20.0 Plate Grlp DOL 1.25 TO 0.20 VGMLL) -0.00 to >M 240 W20 24x190 er TCDL 7.0 LunbDOL 1.25 SC 0.25 VBS(CT) '0.011 is >999 100 BOLL 0.0 Rep Stress Ina VES WE 0.00 Rorz(DT) -0.0(i 4 IVa We BCDL 5.0 Code FRU017RPI2ot4 stai WM9hh 191b FT=O% LUMBER- BRACING TOPCHORD OWSPlat TOPCHORD &Word wood sheatdng Urecdy Applied or 4-0-0oc pulins. BOTCHORD 2W SP No2'Eaen' BOT CHORD %gid Vai'mg dlardy equaled or 1040 od building. 28:Sail SP No.3 WEDGE WN:2w0 SP SS or 225OF LAE or REACTIONS. (Ibonze) 3=-9M1echNlicai,4_-13O1Med1AMCAl,1=121ro3A Mew Harz 1=82(LC 10) Max Uplift 3=-9gLC t),4=RM(LC 10),1-29(LC 1O) Men Grey 3=160.0 10).4=t3 UC t),1=121(LC 1) FORCES. gle)-Mew.Cora,,Wsa Ten-All forces 250(M)or less sweater Mien shoml_ NOTES- 1)Wlo:ASCE]-10;Voi 3Omph(3-secoo gust)Vasd=101mpb;TCDL-I2ps1:BCD�.Owq fk2511;8=4511;1= 4O;eave=4P,Car. II;Exp G;End.,GG%x.18;MFRS(directional)and C Ewtedor(2)at carglever tell and right ewposed;and wMwl let elglpsed;G-C for members and fomes 8 MFRS for reactions sown;Lumber DOL=1.60 plate grip 001-1.60 2)TNs tea has been designed lora 10.0 pat Wgom COM live toad lloWdnwnent Win any Other live loads. 3)•This Muss has been designed for a live road of 20.Opsl on Ne When chard In all areas where a rectangle 3S left by2-0-0Mde MII It WMeen the than.cord and Any oMe,members. 4)Refer to gMsr(e)for hues to hues connections. 5)Provide medlanieal conneozon(by o9lers)of truss to Wadllg plate cepe0le of Mlhsranding 10O he Rely of jdnt(e)3,4,1. Joaquin Velez PE No.68162 I&Ra USA.Inc FL Cad 0031 6904 Palk,East Bad.Tampa FL 33010 Dan August 21,2018 Q wAaoaa.vqa-M°•P---I-•.,aer.A.oesAxnlrs.xn.xeAA®..,Awa,sAa.ncAv.Aeeenn,...,Aaam,.er.AaAA.,e WATVS]M uvaeyMln MIeAW carwclax M-an,taIw55nweiN.1,Mn por Roorn161w'laeNMxf dhfpcwnpwwnl.m1 mmaWan.ease ue,n¢dYrlgamMln mol venN ireq{ilcalN aaeeplpumrea[me proenvk-,na,akf nhaMminrolre o.wm •. chip[bon A¢ewalso..S logevanl bxhJhp ellMA]M MrmwebwLa Igra mem�nwYY. NJQrnvl lempwW ud�m�v'enlh2lrva 'y,ITOk. eaamP,a[aeon"d'"wWbPev ""onaa mm wod•ah avYwmawWeilvwnwe.rale aawQzu' IwelWllw MrkvAbtslaq]s.wNny.aecbma['l tracegotln�[aMMmryAbnn®aANIpINi pl/yypFlb.pMlIaKKIM9p M®mh,I 6BW Pecks Ensl BNa. yV11yAlAY1l11Ttl4Yiallwn lnsrMle aswaa.2le H.Lea Sheaf.9una 31'1,Oleiatll¢VA'1RSIa. ii ienaw,fL]%10 ' 4ab Tensa TweTrips Oly Ply SPRINGFIELD BUILDERSL 24 PP B8 011 1501063 J040 Cana Jerk 1 1 Job Reference lootioned BMC Midway Truss, Midway,GA 31920 0.220 s May 242018 MReklndustrias,la. Tar Ag 2111:19:082018 Paget IDbuTrrCM IINIWUW881y320P-M4ul00uTcxgNUISMq7AprdT_F26nwgn1FiGg92y1e03 b00 4.0.0 .a=nue 2 6.W FF qA= 3 b00 b50 LOA M(ped) SPACING- 200 CSI. D-L. th Ooc) Vdell LAI PUTES GRIP TM 20.0 Plata Gap DOL 1.25 TO G. Ved(LL) 0.01 13 >999 240 sell 24g1B0 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ved(GT) 0.02 t3 >999 100 BOLL 'a Rep Stress lmr YES WB UAO HOa(GT) 0.00 2 Gar No BCDL SO Code FRC201T1TPy201A MNOxv^ Welgnl:131b FT=m LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structual wood sheathing directly applied or 4-00 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD PIOId call,directly applied or 1500 m bearing. REACTIONS. (Ilahlxe) 1=124RAechaulml,2 MscMnicel,3=2M.1henicel Merz Hora 1=52(LC 10) Max Uplift 1=30(LC 10),2=-n(LC 10) Max Gore 1=124(LC 1),2=9B(LC 1),3=58)LC 3) FORCES (Ib)-Max.Comp./Nax.Ton.-All for M Ob)art.except~.h... NOTES- 1)Wind:ASCE 7-10;Vult=l3pnph(a-second gust)Vasd=101mph;TCDLd.2psC BCDL=3 Opaf:1=25X;0=4511;1=24ft;eeve-­M1;Cat. II;Fro C;End.,GCpIl MFRS Striations)arot 0 C F edodf!)mne;cantlrver lett and rightaglosed;shot vedlcal lett exposed;C-C for mundane add lonces 8 MW FRS for reactons shown;Lumber DOL=1.80 plate grip DOL-1.60 2)The truss has been tlrelgned for a 1C o par bonen Chaid INC load noncormnenl atm arty other live load(. 3)•This truss hes been designed for a live two of 20.0pst on the bonen dmrd in at areas where a adargle 330 tall by 200 wide Will fit between the boftom chord and am/other members. 4)Refer to girdegs)far truss to truss connediorw. 5)Encode mechanical connectlon(by others)of buss to bearing plate coastal of wllhstarglrg 1001b uplift at full 1,2, Jaaqui0 Volt PE No.0182 MRNUSAIhc.FLCerl BBM Per a EaMBNd.Tampa FL 3%10 Dar: August 21,2018 Q wAwxxo-wxxegeP...rr..wwuowmcswxw nmarxeoan ace I. rcla,Vdr3 rq u.¢MY`�4th MrakA ccnwcim PkdaYari60asdaYYurx hude4� wmlq.Mca h�o gredvMl JIIYg oIM1K1MMMl�n w.fl �I/ v �>xgaa. .nl ix.rfrin aa.,an.awme w..ewm,amvaremaala.a w+n,wacrePauw��,r,.;P,Y`�ra„ 'r�;�iw:."rete- �.,,,,,,.,,r e., MiTek MMmWe5lwoy.daNery.aecLn Uq dIX#gol hiaee[ud Mm Miami%'FANWIIIf OYOIYCMIb.pMI.OKafJl4/OIV LnmPu'rerd .W PeIt FnlaaJ. ewalredaaraao+daaxa xam lnm Mrewnine.ztan.tea sneer.sxw3rz.rva.�.em vnre te. T.riP..a aaero Job Thee T.Typo Oft, Ply SPRINGFIELDBUILDERS224PP 6B 812 I'180]9403 JOB Jack'Open 14 1 Job Reference 8urel BMC Midway Truss. Midway,GA 91320 8.2IRMMcally 18 -M4 QuTcaelw. Tue Aug 211M,9 l201BPepe1 ID:OUT�VYL12BIdV32&BB1y52OP-M4ul0OUTc[gnkM1SMq]ANNtlFwV235wpnlEZCge211eO3 &0.o 6-0.0 Scale=1'.13.0 R 3.50 12 1 �= 3 9S 11 1-6-0 151¢ 600 1-40 61r-1 L84 Platemsels(X.Y)- 11'0.3800101 fl'0.1i t-5101 LOADING(pall SPACING- 209 C&. DEFL In P.) VdeB Ud PLATES amp TCU- 20.0 PIMe Gmp DOL 1.25 TC 0.57 Ved(Uj -0.06 1-3 .BBB 240 MT20 244/190 TCDL 7.0 Combas DOL 125 BC 0.30 Vad(CT) -0.09 1-3 .751 18) Bca 0.0 ' Rep Shares War YES WB 0.00 Horz(CT) 400 2 Na Na BCDL 5.0 Code FRC201]]1PI2014 Metrix-S Wal 20III FT=0% LUMBER- BRACINO- TOPCHORD 2x4SPNo.2 TOPCHORD StlucWral Wood sheathing directly applied or 6-0O oc pul BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 100-0 oc bracing. WEDGE Lal 2W SP Not REACTIONS. (IlMize) 2=147MUchWIRV,3=38'MedM W,1=185x438 Mex Horz 1=T2(LC 10) MV Upli82=-96(LC 10),1-66(LC 10) Mex G.2=14](LC 1),3=84(LC 3),1=185(LC 1) FORCES. (Ib)-Max.CompA Ten.-Alltomes250(Ib)orlease tMWnebowm. NOTES- 1) OTES1)Wind ASCE 7-10;VuIbl30mPh(3-second gust)Vasd=101mp0;TCDL=4.2psC BCD".Opst;h=25X;B--61p L-2411;eave,,rtt;Gal. II;Exp C;End.,GCpIA.Ie;MFRS(drectionag and CC Exletlor(2)zone;can iftear left and right exposed;will lett ex,sana -C for members and forces&MWFRS for resctlore shown;Wmbar DOV1.60 plate grip DOL-1.W 2)TNe tress bas been designed fo a 10.0 psf Bolton CMM IIw bad lwnwnwnant W3M any oMer iNa Ioads. 3)-This truss has been tarsal for a live load of 20 Opt on Ne bottom chard In NI areas were a redan lle 38-0 pat by 200 Wlde Wit fit beMeen the bottom chard and as,other members. 4)Refer to girder(s)for truss to Rome connections. 5)ProNtle mechanical connection(by others)of truss to bat plate capable of Wllhstandirg f DO Ib uplib at Innate)2.1. Joaquin Velez PE No.88180 Mirk USA,Inc.FL Can 65M 61 Pare Eau BNd Tampa FL 33810 D. August 21,2018 Q W.VMpe VMIy✓ac'gnparmlartmpaEla XO]Ee PY]11151X0 NCLWEO MIIEI(aEEEafMLEV I �VdMtaus MY`em Mllek®avuw[:Iwi Ra tla4TkuxnldpY4+u�Wuaemne Ln wn.uM 51 ��. t ' Wkitlggan Value um lLeWdpdesVs�mW VeMylla gTikNiINOI�Iep[n M1.m eMxu 4I lu 4I . vadl _ 8p(MYplr.Wodr7M:aledNrow�H«:ekwak�Wmowmmel«�mmmemb�.,axv-i1 ,. .. �,,,,w,n,l ., narenle�aoN MIT@k •tlxap��IMd 4a l —suum cord Mehrxtandma wnil,YxY'>dpWO.MNeb,a.,�I�li Fi.mnmM*e�4111w app.Pmke Eml Bol kdkNbaFlpNe.d4al o2.K.STBMfenn saAMVlFl3 CAIIk4 paldvunl lCW NFdW e AWYy3rAWIWvnWYlaran Ain lWenWMb.zea N.tae skeet ane 312.Akvae'lp vnr 1a. T.mw,FL a3e+o Job Tree Trus Type 17 Pry SPRINGFIELD BUILDERS&24 PP HBfi1ef3 18-0]8409 ideaDeck-Open 1] t Job Reference(optional) BML-Wtlwey These. Mltlway,G0.91920 B220s _ Ma6MITeklntlustnInc. Act 21111ODS Sol Pal IDOY7nCV3AIZ91tlV329Crr1yS20PJT9ep6wI064VZ?ckyYCp2C202HbiGhnDwAOI 6a 4 6S4 Sol-1:26] 2 BW F12 oT 1 C 9N= A9 II 0 1L0 1612 664 1d0 6-2 S60 Plate OBe&s DCVI- 11:0.14 Edeel 11:0.1-41-1-111 LOADING(perf 5PACINS 2-04 DEFL In (hod) Mail Ud PLATES GRIP TOLL 20.0 PIMe Gtlp DOL 1.25 Ti.TC 0.74 Van(LL) -0.08 1-3 >NO 240 W20 244/190 TCDL 7.0 Unt DOL 1.25 BC 0.30 Verl -0.13 1-3 >574 160 BCLL 0.0 ' He Stress foot YES WB 0.00 HaR(GT) 41.00 2 Na We BCDL 5.0 Code FRC201)/fP12014 Maddes Weigh 240 F7=0% LUMBER- BRAl TOP CHORD 2x4 SP Not TOP CHORD Stmclurel wood sheathing diretly applletl or 6 PO od purlins. BOT CHORD 2x4 SP fill BOT CHORD Rigid drilling directly applied or 1000 oc bracing. WEDGE Left:2x8 SP SS or UNF 1 BE or REACTIONS. (Itzl ) 2=1601klechtnlcal,342flAechenlcel,1�02M38 Max HOG 1=134(-C 10) Max Uplift 2=12611%i=AB(LC 10) Mex Grey 2=16)(1-C 1),3 LC 3),I2M(LC 1) FORCES, (b)-All Comp.Mlex,Ten.-Al forces 250(Ib)or Mee except efien shown. NOTES 1)Wird:ASCE 7-10;VUIL-130mph(3-second gust)Vidept 01 mph;TCD"2psf;BCDL=3.0pN;h=2511;B=45ft;"41t;eaue�8;Cat. Il;Exic C;End.,GGPI-0Ali;MFRS(dire clonal)and C-C Exleelor(2)zone;dental left and right exposed;end anneal leg exposegGC for members and forces&MFRS for reactions s0ovm;Lumber D01=1.60 plate gea DOtr1.80 2)ThIs lust has been designed for a 10.0 psf Whom chord Mae load nonwnwunent Win any other live bads, 3)-That that fats been rfteliz etl for a If load of 20.0psf on me bMtom chard In all areas atom a rectangle 36-0 MII by 2-0-0were will fit beMcen tae bofbm chord and any other members. 4)Refer to glydens)for 1M55 to buss wareacllons. 5)Proulde mechanical connection(by others)of truss to bearing plate eepade of etlanta di e,100 to Win at)tnhan 1 except OLID) 2=126. Joaquin Velez PE Na 68182 Mirk LISA,Ire.FL Cer1S8b SSM Perna East BNtl.Tampa FL 336D D. August 21,2018 WRRNNG-YVXy Ovpnpvmmarmxp READ NOTEt W11NIt JMO MCLVOEe MIFEN RFfERINCE PA0E1/1Qinv.fe0.NT69Flp1F U9E rsanyote, w:vrlY wlT Ml 149:mnmcMx an. Kd'wtlm9Y .+.perm— .W— coctlw lmo-oNcotllJrp aanpunnt wl a OimiYsrem %loon ue.Ine MllWptleYVrer onus vellN Na giAkMtllry elvbe{xr rxrmxnenad Mlcrvrwo'eaMtlinv oin rear—dl waraaegn a+w eaeareexmr+everlr l...:wla�lnwlaw ll,owan�dl�,.:roram�,mr,m:mY.%eaww lerr,wrwmaoWmal�nnooFa iTek tawdry reel ro r«e eporyaW forchanlcdiryawllr,p.e a'+arnrel YAryaNw�FanV�e�a. ra�rlwdgMv,ce raVu,Lp nw IMOIMt pprye.GBllvay erecnm Oga¢hpoare. m011�n MN al eeMF�lryr VA n It. sq p48ieutlx✓.WyCmVmenl ePo4 v.rke.1.NE. WyYV4gepbmWatla Yen Plv Rata YWxr1&21e N.LL Snee1.911e J12.NamMWVhIId14. Ta•rye.FL 33610 JobTnzs T.Typo r W Ply SPRINGFIELD BUILDERS&24 PP N06 6f4 �1BA]g103 JOBB Coma Jack 6 1 J4 18 MIT" o 'orel BMC-Midway Than, kNdway,G0.3r320 0.220aMay 242018DlSe Mt MV Inc. Tue F62W:14082018PeI ID:Ou)rrCV3l�IZBlW32B AB1yS2DP-nIN1SwLvuCMbeBwWF1MF5PSG5m]OXIawRKmMylW0 660 6a0 Scu-1 IDA 2 bW FIT mx q* 1 q 2W- 9 se II t-40 fyj2 BO-0 do 6 2 48 PIaal (XY1— 11'0-1d Ed0el il'0N t-1-111 LOMNG(pai) SPACING- 2-0-0 M. DEFL In 0.) "1 UC PUITES MP TCI1 20.0 Plate 63dp DOL 1.25 TC 0.63 Vert(LL) -0.06 1-3 >N9 240 MT20 2441190 TCDL 7.0 Umber DOL 1.25 BC 0.30 Vert(CT) -0.09 13 >743 18) BCLL 0.0 ' Rep Stress Mcr YES WB 0.00 Hoa(CT) -0.00 2 We We BCDL 5.0 Come,FRC2017[TPI2014 Mtldx-S WeIgM:231b FT=O% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied or SDU od puffins, BOTCHORD 2x4 SP No.2 BOTCHORD Rigid telling directly applied!or 10001 ori bmdrg. WEDGE Leg:2x8 SP SS or 2250F 1.9E or REACTIONS. (11 "in) 2=146M1xhanlcal,9=3&Medwr9re1,1=18510-38 Mex Hort 1=123(LC 10) Max Uplift 2=-116(1-010),1=-45(LC 10) Mex Gmv 2=148(LC 1),3=84(LC 3),1=185(LC 1) FORCES. (lb)-Mex.CompJ Tart-Allfomes250(Ib)orleesex twhenshown. NOTES 1)Wind:ASCE]-10;Vui1=130mph(3 rind gustl Vaed=101mph;TCDLd.2psf;BCOla3 Opsl.9 254:B Vft,1=24X:soul Cat. II:Exp C.End..GCpi=0.18;MFRS(drectlonal)and CC Extedor(2)wme;rentllever lett and night eglosad;and vertical Tart exposed;G-C for members and fomes 8 MW FRS for reacuobs shown:Lumbar D01=1.80 plate grip DOL=1.60 2)The truss has been designed for a 100 psf bottom than IIVe bad noncencunem with any other IND leads. 3)'TNIs truss has been designed for a live load of 20.0ced on the bottom Chinn In at areas cher,a rectangle"-0 tel by 2-00 wide WHO i8 between the bottom than aha atw other members. 4)Rater to glyder(s)for Voss to truss vnnnedions. 5)Provide medlanlWl conmectlon(by others)of truss to bearing plate capable of Withstanding 160th uplift at hunts)1 except gt=Ib) 2=116. Joaquin Velez PE N0,68182 MRLLOSG,im, FLC96UU 69N Parte East BNd Tampa FL Urn) D. 'l August 21,2018 tl R ry NFAa NOTES nR TJ '-�s R lel A 'ml iesklnel �A f ni 1. x N 0 rl( +II attl ,�. N -U11,1 ...... MiTek II1 nl e" x lv1F 69W Pelle Ee¢�aNJ. ktvkvlb lo�ope,M... mane oIIIIISnNINSM1ems acoAM(VIII G1pAy LRxb,OBldemMFCLWMpCgllppWY L�.FL=la iweh xm�vFnrcaetie am�Ina Hale RMMM 21a N.1m,]noel.]urW dl2/JeeWka VF[[Jl<. .Jab Tmss Tnm Type ' Ory Ply SPRINGFIELD BUILDERSL 24 PP T14BBI8f5 1100]6403 JO6G JeckOlowd Gmer 1 f Job a,df ed Reference(ordermdmd, 11 BML-Midway Trwa Mi0rroy,GA,31920 e1205Ma BI,M8MiTek to u,CK ,lnc. TFAug2111:fe:102010 Pepe? ID:OUTiCV3r1_IZgtlV320c801y82OPfr]OEovgCKDDJm]3xFGVTe%MIOIu3muPaAulpyleOl 3810 68d ' 3410 241-10 ' a4 II Smile 121.6 3 4 803 12 &41 2 f 0 9 0 b4- T,IC37 TJG9] 4911 4rS-6 1iO-4-0 0 �1 2 BBd 1 2 606 Plat OXwtl(XYI— 11'63W -2111'0-2-41-3-191 LOAMNG(Pa0 SPACNG 2-0-0CSI. BEFL In gx) Y, U4 PLATES OMP TCLL 20.0 Plate Glen DOL 1.25 TC 0.11 Val0.10 15 >%, 240 MT20 244/190 TCDL ]0 Lumber DOL 1.25 BC 0.51 Ved(CT) 0.16 18 >411 180 BCLL 0.0 ' Rep Suede 1. NO WB 0.01 HOIACT) O.W fi Na Ne BCDL 5.0 Cam,FRC201711P12014 derpS WWgM:37 lb FT=O% LUMBER- BRACING- TOPCHORD 2x4 SP 110.2 TOPCHORD Slrupuml wabtl sheaXblp directly a,Ame!or 8O0 oc phans, BOT CHORD 2x8 SP 24WF 2.0E or 2x9 SP DSS or 2lm SP M 31 except and verllwls. WEBS 2x4 SP No.3 BOT CHORD Rigid calling aireany stagged or 1000 de bracket WEDGE Left:pads SP No.2 REACTIONS (IbhMe) 6=]89Mecmmical,1=fO O3-8 Max Hom 1=191(LCB) Max Uplift 6=-3nTC 8),b376(LC 8) FORCES. (IU)-Max.Comp.IMax Ten.-All forces 250(Ib)or 1.ormal Mian shown. TOPCHORD 1-2=334196 BOT CHORD 14-189295 WEBS 2{-2601184 NOTES 1)WIN:ASCE 7-16 Vuft=130mph(3-second gasp Vaed=101mph;TGDL,2pel;BGDt,3oPC Ik2511;B�ISib b24X:save=lh Cal. Il;ENS C;End..GCM=0.18;MFRS(dremlmMl;demblin er TeX end Light e.Peram :and—andel left elOosetl;Lumber DOL=1 e0 pate grg,DOLL ID 2)This Fund,tree been deaignretl for a 10.0 pet botlom chane live load NkWl6Urrent Mtn any other we Ideas. 3)'TMs them Fes been malignant for a 11.lead of 20.Opst on the boflom choN in all...More a recema,330 tall by 2OO whole MII fit boreeek the Whom mond add ady0ihar members. 4)Remr to girders)for truss to truss comedies. 5)Prmode mec-am,,al oom ad on(by others)of time to leading plate capedd of withstanding 100 lb uplift M)omits)euapt Qtdb) 6=3]7,176, B)Use Smpsen Smeng-Tie TJC37(e na9090)or equlvalem epaced at 2O Oro mat sending at 2-10.12 from the legend m4 10 12 to caned Testes)to from fare.1 MXam cyartl. 7) 911 a9 net hole.amara fora is In commit Mm lumber. 8)Har ens)or other connedion device(s)shall be provided sulfiGmf to support concentrated roadie)468 In down and 218 In up at 01012onbottomdwrd, The deslgNeeledian of wchconnodlon Cevlodid)is Re,resdoelbility Aotled, 6)In the LOAD CASE(5)section,loads applied to the face of the Imes are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Root Lim(balanced):Lumbar hcmaee=1.25,Plate Inmmese=1.25 Uniform Loads(pff) Joaquin Velez PE No.0182 Ver,13=-54,3J=44,15=-10 MTh USA Inc FL CGd UU CoppeMNatl Loads go) 69U Parke East Blvd Tampa FL 33810 Vem 7--468 0431 F)9_-431(F) D. August 21,2018 AladefilviaN �✓v aEa ryNln NNI X - M col mtll 'Ilw 1l ll' l '�� b�ha MiTek' rend Y Al IM "A.Eur.haat wtirkvir d .,: w e own 1rm n rarvnek soeANIP1111eA.M w4Mmw/C'91WMp Cempmwe JdlfyxWmmbgWlRiehmm4us MX NSIINN,119N le✓lTaal. 111. TenpeFL 33510 Job Tmea Tori Type ON Ply SPRINGFIELOBUILDERS424 PP T1,01841116 1940]9403 JWO Jeck-0pen ] 1 Job Ola Mi lOk IMgonall BMC-MMwey Truss, Mitlwey,G0.31320 8220e May242019MIRBYbRl53QS c. Tue Aug2111:19:1f2019 FPagel OeCL IO:Ou]nCV3A IZeItlV329c991y520P-j2NmR9ybRW63g61(JUgmVRgepW3i0bwOl PExAgFyleQ a]e Se ' 3h9 21612 sc s.=120.] 3 BW 12 aH II 2 4406- tl �- 6 im II N 11 id6 t6f2 T1 fi0 D -� 21U12 PI to OXaM (XYF- It-0.1d i-1-11111"Dad Edpa112'P2AO1dl IS'0.2-060-81 LOADING (psg SPACING 2U-0 081. DEFL In Qac) BCell UC PLATES SOUP TCU_ 20.0 Plate GOP DOL 1.25 TC law Val 0.13 5 >6M 240 NUFM 244/190 TCDL 7.0 Lumber DOL t25 BC 0.59 Varl(CT) -0DA2 6 �26 180 BCU_ 0.0Rep Slow Inch VES WE 0.00 Harz(CT) -0.05 4 We We BCDL 5.0 Code FRC201DlPI2014 Melds-R Weight:27 to FT-Off, LUMBER- BIUgNG TOPCHORD 2x4SPNc.2 TOPCHORD Structural Mood sheaMW dredly supplied or 9-0.0 uc puillns. B0T CHORD 2x4 SP No.2'Earai BOTCHORD Rigid telling charge,applied or 10lM bracing. 2-0:goal SP No.3 WEDGE Left:M SP SS or natal 1.9E or REACTIONS. (Iblsaze) 3=13gRMacbanlml,4=]2/AkdaNcal,1=202N38 Maxl 1=134(LC 10) Max Uplift 3=40(LC 10),4=213(LC 10),1-49l 10) M.G.3=130(LC 1),4=A(L(03),1--202(LG 1j FORCES. (Ib)-Mex Comp Max.Ten.-All forces 250 Qb)art.exmpterrom seen. TOP CHORD 1-2=25888 NOTES 1)Wind:ASCE 7-10;Vd1=130mp11(3second gust)Varra 1mph;TCDL­l.2Fal;BCDL�E.Ops(Ell B-1511;4024X;s al Cat. 11;Ely C;End.,GCp1l A.MW FRS(direclioral)shad GC Exlegor(2)zone;tantllever left and right elgoaed;sand vertical hurt etyosec;C C for menlbem and forces A MW FRS forteadions shown;Lumber DO1­1.6U plate grip DO1--1.60 2)This irks has been designetl la a 1UA pat Bogan chord live load nonwnwrtent MM arty other live loam. 3)-This(ruse has bean deslgnetl for a give load of 20.Opst on the boXorn chord in all areas Mom a mclangle 3 )flat by 28O late eA11 M between he bonen chord aM am/cher members. 4)Rder to girders)for was to Vias connections. 5)Provide mechanical connection(by ofllem)of truss to beefing plate capable M withstanding 10016 right al jcint(s)3,4,1, Joaquin Vest PE No.66161 MOsk USA,Inc.FL Cad 6640 66W Palle East Bud,Tampa R.all 0. August 21,2018 . awe^ rnJ Yn1 bt 1.I AI IInil 1 • Ji «„ fla �I r > .,I L,.,,,. MiTek >r 1 .,. n- , iNalMYn tleNF MN ry.� o bl UJIa11b.Iahc 1IYNIIY G1ub.U9dvanJKL MrrDYbY canPMNr irya�IL 3MNIDMe. N/Ilykbm�mMivdlilie M1im V�Hule lnMlWx. laN Lw anunl.S1W f11 Neruvxkl VR'[[JI4 a ' Jab Truss Tree Type • OIY Pty SPRINGFIELD BUILDERSA 24 PP 714881111] 18-0]9003 J08E JackCbsed Gilder f 1 Job010fiMIIl" elopdonall BMC-Medway Tress, Mldway,GA 31320 MM Uly$WP-j RRlnbRWS3glm. iueAUBq[31b9:6129f0FiB - ID:OUTaCV3A_12NtlV329c001y520P-1211mReybRWS3gSKJEBmVRBBg01LbpN1PEwR9FYle0_ 3&10 6$4 ' 3610 2-11-10 2M t 5[eN.1:"0 3 4 803 V2 3M i 2 WILED 3 f g 3rd= e ] a 10 a 3h NAILED ass, I HUM 5 xNLSD srB= 110 put 0 19 68d 3310 z-1110 %at OX I (AY1- 11'b2 3 3111'P3801-2112'P10.P1-Bl 16'P2 0.2-121 D'0-010.1-01 LOADING und) SPICING- 20-0 CSL DEFL In Qac) "1 IM Puns GINP TCLL 20.0 Plate Grip DOL 1.25 TC 028 Ven(LL) 0.03 67 >999 240 MT2o 244/190 TAIL 7.0 LMnber DOL 1.25 Be (144 Vd(CT) 0.04 67 AM, 100 BCLL 0.0 ' Rap Stress Iocr NO WS GAS HNN CT) 0.01 6 We We BCDL 5.0 Code FRC2017?PI2014 Meant WelpN:39 lb FT=D% LUMBER- SPLICING TOP CHORD 2a4 SP No.2 TOPCHORD Statural added sheathing dire fly applied or 4-BE w pubbs, BOT CHORD pass SP 24WF 2.0E or 918 SP DSS m 2x6 SP M 31 excepl and veNcals. WEBS WSP No.3 BOT CHORD Rlgld calling diretly appllad org-48 w bmckq. WEDGE Len:216 SP Nets REACTIONS. (Rader) 6-1437ahnrtanlcal,l=]BN I Max Horz 1=131(LO 81 Max UpIXl6-7I9(LC 8),l�14(LC B) FORCES. go)-Max,Comp/Max Ten.-Alt fomes 250(lb)orlassexceptwhenshosd. TOPCHORD 12=-1491V610 BOTCHORD 14-834/1295,67-634/12 WEBS 2-7_5]8N286,20=14941734 NOTES 1)WMs:ASCE 7-tU VWklnmph(3-sacmd gest)Vas0=101mph;TCDL .2ps1;BCDL- O. f:h=251;B45n;L=241t;Oaye=4n;Cat. Il;EVC;Encl.,GCp1-0.18;MFRS(directional);cao8le sw len sad bgM dnyosdd;and Vertical Zeit equarn;Lumber D01=1.60 plain hire DOL=1.60 2)This Wes has been designed for a 10.0 psi bottom cMrd INe load norconcunent with any other INe iwds. 3)-This buss has been Missal for a Use load of 20.0psf on me boXom mord in at areas atlere a rectangle 30-0 in by 209 wade sill fit between ma bona m chord and srw ocher members. 4)Refer to girdet(s)for truss to More eemediore. 5)Praods mechanical wrmetlm(by others)of Mase to bead,plate wpade of ssfitstandirg 100 to u,IA at jointly)except Qt:41a) 6=]19,1 X14 e)Use Simpson Strong-Tie HUS26(14-100 Girder,440,1 Tape,Single Ply Glrder)or NoNWem at 4-7-0 Here the left end to connect Wss(es)to back taw of Whom chord. 7)RII all Than holes wnare hanger Is In wWat WM lumber. 8)'NAILED°Indlwfas 3-100 R.148'x3')or 3-12d(0.148'x3.25')tcetwlB per NDS guidlinee. 9)In the LOAD CASE(S)nation,leach applied to the food of the truss are noted as front(F)or back(B). LOM CASEl3) Standard 1)Dead♦Reef Lhre(balanced):Lumber Increase=1.25,Plate Immeass=1.25 Uniform Loads(nn Von:1-3,54,3-4=14.1-5-10 Joaquin Vein PE Nd.66162 Cmca dewed Leads(b) MITh USA,Inc FLCW6534 Vert 1=50(8)8=114(8)9-178(8)to-1187(B) 6804 Pak,East BNd Tampa FL 336ID Data: August 21,2018 Q w�wwa .,nr4wP� . rpt 6r i1 .1 Ik H 1 1: y 1✓G 1 t_.• I 11 a- 1 a,: t 1 1 - t, h 1 1 , :! ,It.,.n.1 MiTek 6Ao , , u111 YXY Inv alYF1 v ., . n 9do2e tl,INeryIt—Mn. Gackgor I�Mteue snA—Jit,yp/yCMN.O61dPanJILY 1uIOIp Canpmml Po1E361. O. yfaM6(pmpbpuelOAe Irom Fw Nate IrcM1Me.9B N.Ita S9ee1..9f1e JI2 Nemxlh VA1'1.51 Torry-a FL 31610 !Job True True Type I Qq, Ply SPRINGFIELD BUILDERGAI T148B4599 130]B4IX1 F13 Flaw Supported Gable 1 1 Job 9 BM -Mitlway Truss, Mldxey,GA 31320Sun A My 242i8IATA1, Adguirms,In . _Aug 2111:1sea 218 Fargo ID:OCV3A-IZM3901y520PkHe1ftBrvZCXRFOKW3JM1gFe8ggyPldatlymClD 0N9 axe Scale two 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 32I� 33 28 Y0 2] 26 25 24 23 22 21 20 19 13 P 16 TN= Na= 358 18 S9 LOADING(pal) SPACING- 2-0-0 CSI. OEFL in doc) Neff Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.00 Ved(th) No � nor 999 W20 2WW TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ved(CT) Ne - nor 999 BGLL 0.0 Rep Stress Ina YES WB 0.03 Hoa(CT) 0.00 16 roe We BGDL SO Code FRC20171TP12014 MetAx-1 Wai 01 Ib FT=MF,ME LUMBER- BRACING- TOPCHORD 2x4 SP No.2(Aat) TOPCHORD SWqurel woad doodling direGly applletl or 6-0.0 oc puriru, SOT CHORD 2x4 SP No.2(9at) except erm Vertical. WEBS 2x4 SP No.310at) BOTOHORD Rigid ceiling dlrecllyapplled or l0-0-0¢owing. OTHERS 2x4 SP No3gat) REACTIONS. Allbea0ngs18-5-0. (Ib) Warl All rawdons 2501b or less atfolnt(s)30,16,29,20,2],26,25,24,23,22,21,20,19,10,1] FORCES. Qb)-Mex Comp.RAax.Ten.-All forces 250 gb)or leav except vA15n sMwn. NOTES 1)All plates are 1.5,3 MT20 nines olhervAm IMlcated. 2)Gable requires continuous bottom chard bearing. 3)Trues to be 1WIy sheathed from one lace or securely braced against lateral movement(Ire.diagonal web). 4)Gable stub spaced at l 40 pc. 5)Recommend 2x6 strongbacks,pn edge,spaced at 1000 oc and fastened to each Irons VAN 3-1 Od(0.131'X 0')nalls. Strorpbacks to be atlached to walls at their outer ends or restrained by other means. Joaquin Velez PE No68162 AtiTet USA.Inc.FL Can N34 IM Pairs Eat 3Nd.Tampa FL 33610 Die'. August 21,2018 Q wUwxP-ve.yempP�.*w...aauoxorEs ox lxsaxo XICLUOEariss awcoAmcc v 7rml D,,An rdNessa.Mn Awar wn .mdeNl^eru»1,Nv rw Lm1 MIn6weWn Satom..So I,AFp dedpwrmrslvenN nn ahllNor leuu vcval 1C/N0$�. erama .aledhblrrevenld Neo a.not Pim Lati1-1-1 .4 inn r. n mlb¢eo ' aewop reveaaslWllyadlo geemeammelmlwaGeFenwH Hrrarl ww*nr�ne .. n.5ei«rnl vi Aaa.ee.«r=.=u�re r.. !v<xk:alM gnnyp.Mhmry�nw:Mx�ml daLgolmvesavJ mmsyalemc seAlrylHl Yrq/vCMN,O¢HPwI KC WLMp CwrrpmM ¢e04PW.0H. ¢o Wlx¢MngpgvtlklAe hmi bus Role MIMe.9eN lee ASI.AfR T2.Nennelb vn'1rz]1 _ Tags.iL 89¢1!0 Job Trues Trues Type r Ory Ply 6PRINGFIELD BUILpERS224 PP 4884600 IB-0]&03 F14 Floor SuppaneL1 1 1 Job Reference Boren &dC-Mid¢ay Trues, Midway,GA.313M S.220 Mry2IY0 -NH61 tlUSV1MXM The Ng2111:18: WPM Pigs ID:Ou]nCV3A_IZBIdV326csB1yS2W-RNeIDnBzvZC%BhRFO_KW3KNI1a00gyP 9odyleOD 1 1.6YJ 11 2 1.54 11 3 15L1 II Srale.l:8$ e l w I 15zA= Y 6 4 3U= 1.. 11 3<4= 200 200 D OMING(psi) $ PAGNO- 2-04) CSL DEFL In Qac) About Ud PLATES GRIP TILL 40.0 Prete Gdp DOL 1.00 TC 0.06 Ved(LLI Ne - We Sea M@0 2"/100 10.0 Lvnber DOL 1.00 BC 0.03 Ved(CT) No - We 86B 0.0 Rep Stress lnv YES WE 0.06 Horz(CT) 0.00 4 Na We SO 5.0 Code FRC2017P2014 globs R Welgh013lit FT ME,ME LUMBER- BRACING TOPCHORD 2x4SPNo2(fiaR TOPCHORD Stmcturel wood sheathing dlrezly applied or 2-0 oc pu0lns, BOT CHORD 2x4 SP Noggin) except and ve0icals. WEBS 2x4SP Na 3(1a1) BOTCHORD Rigid ceiling directly applied or 10U0 ac brading. OTHERS 2x4 SP No.3get) REACTIONS. Qbhlze) 6=6320-0,aamz-D-0,63512E-0 FORCES (Ib)-MBx.Comp.AAaXTen.-All torcea 250 Qb)or less except waren shown. NOTE& 1)Gable requires coniferous Coelom caord healing. 2)Truss to be fully sheathed from one face or securely braced egalrst stere)movemem pre.doubled web). 3)Gen.sluds spaced at 1-4-0 qc. 4)Recommend 2efi dringbaci s,on edge,spread at 10-0-0 oc and fastened to each buss fight 3-104(0.131'X 31 calls. Strongbacks to be aMacM,w to walls at Itleir outer ends or r®trelned byother meals. LOAD CASE(S) Standard 1)Dead+Fluor Lrve(balani Lumber Increase-1,00,Plate Increosi 00 UNiolm Loads(bf) Van:4.6=-10,1.3=-103 Concentrated Loads(m) Vert 2--164 Joaquin Velez PE Ni MTatb3A.Inc.FLCed6614 6001 Pmxe Sed Bad.Tampa FL 96610 Dm: August 21,2018 Q WIMIWa VxYyeWprpvxmn®vWPFAe NOIE5 gI1IGS ANP N0.40®YIEll sefERINCEP I ldtl w✓¢wYY'M'Ii M1eA6cwxvrv`las.Rt tleNgn NQaA MY W�Not^elars4nwn. . bdenjoem9ekNeueawpyy�tl�remnlvelMl.roffage.an pone WaG�ITx waeegY4:nIW 4bpvx,l MIrc1NYlW ln6waDap/w elwCm«roN,gYY 1 ••vel MiTek Nww. mror�na,emw aa�."J° ,a�brero�a.ymanrowlYam� rw cul n. t lmmallw.aowpe.aw.wv.eraoeoN and bamgoln�aemen�vwNwaawNAMPNfi olrftwxon+rmeeez wwwP ctimPw+ears ..+rwo<v',wa s...a i MlxMgpCinV/6YYe Fcm lbw Mie MIMe.T1eN.lee saeel.alb Jl2 Nona TYV VF 14. lanbeFt 3]610NJ Job Tmx Trxe Type Oy Ply SPRINSFIELDSUILDER61.24PP T148B0801 184,791403 F15 Roa Suparitia e 1 1 Jobrca onM BMC-MitlwayTve, btidwry,Gq 31320 9120e Mey 242018 018MMITek lMuhix,irc. Tue AIg 2111:105]2018Pnget ID:OUTICV3A_IZ91OV329c081y52OP-]LANLIpkGfx9PlGrpkWDIl0UAO3H& zA3XiL3yle0C scale =1.12.4 t 14 2 3 4 1s 5 6 13 Y 12 11 1n 9 P Y4 6]8 B]e LOADING(pal) SPACING 2-60 CM. DEFL. n Soo) VWI LM PLATES GRIP TCU 40.0 Plele Grip DOL 1.00 TC 0.10 Verl(LL) We - we 909 W20 204/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Ven(CT) Na - Ne 999 BOLL 0.0 flap Stress lar YES WB 0.04 Horz(GT) 0.00 ] We Na BCDIL 5.0 Cale FRC2017071`12014 Maud- Welghl:31 lb FT=Mr.ONE LUMBER- BRACING TOPCHORD 2x4 SP No.2(Ilat) TOPCHORD Structural woad s3leatdng dlrec0y applied or6,60 cc pudins, BOT CHORD 2x4SPNo.2(Nat) exept cand ls. vertica WEBS 2"SP No 3QIaQ BOT CHORD Rigid calling directly applied or 160-0 a GmdnS OTHERS 2x4 SP No.3(Ilag REACTIONS. AIIOaeringa8-78. (Ip)- Max Gras All macdorw 250 lb or leaf at Iolnt(s)12,7,11,10,9,8 FORCES. (Ib)-Max.CompMtax.Ten.-All fomes 250(Ib)or Ixa except wbx shown. NOTES 1)All plot%am 1 SA MT20 unless ortmWite indicated. 2)Truer to be fully ahealhetl from one lace or secure,braced against lateral movement(a dla0o%I web). 3)Gable studs spaced at 1-0-0 cc. 4)N/A 5)Recommend 2x8 atrongbacka,on edge,spaced at 10A0 a and 1%terled to%ch tines with 3-10d(0.131X 3')India. Stiongbacks to ba a0acbed to wells at their War ends or andralrwd by other means. 6)CAUTION,Do not erect Imes backwards. LOAD CASSIS) Standard g D%d+Floor Live(balanced):Lvnber Increxa=1.00,Plate Incraasa=1.00 Uniform L%ds(pig Vert:]-12=-10,1�100 Concentrated Logia Qb) Ven:3=37 14::­42 1 5i:­tg' Joaquin Velez PE Nob618 MF1 ek USA.Inn.FL Cet 6631 69M Pate East BNd.Tampa It 33619 OMe'. August 21,2018 jAinaccona VImulla. MI �p.11'a0al{xltt O NMN �4 1 9{ 1 Iryy In X #k MMIN 'fk ^{ 1 Mr eidl .eWry ,r el lr SI I 141 . 1 / .al x lu Ila - 1 1 I h JV MiTeK stlwy eyM i i1WiMux11 rvxn vM u. I*>sm*'i tuns✓a'l pv �laWw'Neemx I erv.Yaetl rine IHxknMm.Aa R tl qle tl&Nary,ereclbnm[l M¢kg ollruvsnmtl Ims byalemz x+xAI1WIM1YVIyCIIub,OfeI�YMedi AMMp Ceeepanenl 8604 Peab Feel eNtl. Mix lrbeaablpad2Va pom)flm PWeaWMx.RIB N.Iee SYieel.9lle al'1.NaxaMkt VPII]II, ienp,Fl 30610 Job These T.Type06y Ply SPRINGFIELD BUILDERSL 20 PP 0862 1160]8103 GOt COmnwn 2 1 Job 018 MIT"Ioo8one11 BMC-MiMNy buss, MNwey,Gq 31320 DIW3may 242018MITeklndusVies,InrpMRIAug 2111:18582018 Paget IOOu)nGV3A_IZ918V32&e81yS20P-bYPajNaRVWgvmSryMR1SPxBYegFV22p]PIGFtVyIeOB 55 0 1 ' 5 5-5 050 550 ' 6u1e=1:136 3M= 2 6.00 FIT 3 1 the= an,= 5 4 15-1 B 12 H 2 7108 1 2 40&6q 16100 ti0 6 - Plate Othear OCYF- I2. 2M,Ed1e1 LOAOINO'PeR SPACING 2-0.0 I OEFL. In (roc) Wall LW PLATES GRIP TCtL 20.0 Rale Odp DOL 1.25 TC 0.53 Verl(LL) 4.30 4-5 x910 240 W20 24,1190 TCDL ].0 Lumber DOL 1.25 BC 0.80 Ve0(CT) 4.30 4-5 a320 180 BOLL 0.0 ' Rep Stress lnor YEB WB 0.00 Hall 0.00 4 We Ina BCDL 5.0 Code FRC2017flP12D14 MNIIxS WelghL 35 to FT=O% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD SOlwlural wood sheakin,Elreptly applied or 600 oc pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rgid calling dlredly applled or in 0 0 oc bmdng. REACTIONS. (Idsize) rz34]ro36,4=347N3-8 Max Hoa�65(LC e) Max Uplift 5=-IWI 10),4=140(LC 10) FORCES (Ib)-Max.Comp.MIML Ten.-All forces 250 gb)or Nss axoapl men an.. TOPCHORD 1-2—tfts 6B,2-3=3261288 NOTES 1)Unbelancea hoof rive mans have been considera l for the design. 2)Wind ASCE]-10;VAItamph(3-second gust Ward=101 mph;TCDL=4.2ps[BCDL=30ps1;h=2511;B—fSft;I eave-Ifl;Cat. ll;Exp G;End.,GOP",18;MW FRS(dlrecdalat and C-C Eaenor(2)zone;Lenlllevar left ar d I exposan;and Vanicel left egwaeQC-C Ior members arxJ torces&MW FRS far reedions shown;Lumber DOL=L60 plate gdp DOb1.60 3)This truss has been designed for a 100 pM bo0om.lord IMe load noncorlau rent will any other III loads. 4)-This buss has been designed for a Ilve load of 200Pst on me bpllpm dlpnd In all areas Muer¢a rectangle 36-0 tall by 2-0-0race Mill fit belwaen Ne holl..hand and.,.the,members. 5)Protide methal connection(by otters)of truss to bearing plate capsNe of wllhstaMlrM 190lb uplift at joint 5 and 140 lb uplift at joint 4. Joaquin Velez PE No68183 Mitek USA lne.FL Ced e6L 6601 Park¢Eeet6Nd.Tampa FL 33610 DMs: August 21,2018 Q WIMNO.yere)4eaMe P�'^�r^+MeF4a MOIEeWaIi INOICLYa®Y/EN IIF/�IWIENeEGaxlAm.f4RAl6 BEWFF UeE � '.,. �eT'AW W wMV�xb MIe4R nwwwCn lM�tlpn a5ai3aYYu�nwxanalem MieaMtlam Mr491tl lwMpcmMwent rot Mm M9sm.Wlae wa.xa dlNrp a3fbriermut vxeN meaxabmBN oldzLpr p�mrolms vN P4'nYa,cuWrolo3t W}}rinblM wmal d 1}lSpdeYyl a JgkgcaleOala wavanl duMrp alkMMMlnmwMaulla lwra mmnlursafy MdlkxMlemwxaya'Aµvrvaa,iMaarg MTek h Wqs lepeed kx SltFXy udb PevsacGlgea WlM1�.Ncnac.r^,y ry�yotl PM91YNn®a (a Panartl9�aereWdV pv I alwa3a.cHaYwY.aecnmatldmroallunsamdlnaarNanv.eoAMWMl pyyyGMA M14waN8COY�11p CarysMF saw Fa F, Ezsrer a. Mre1111NWr�rOttM'tlopan Lrs NubkuX4e.Rla N.Leealleel.9xle 312 NeMwNlk4 VAY131 Ta,rpe,GL 7EI0 I. Job T. T.Type ' Ory Pty SPRINGFIELD BUILOERSA 24 PP TI4884609 184]WN G02 Gammon Girdr t t Job IBMIT"IonnonN) BMC-Midway Trlh66, Mi",63A 31320 B W May242CP-3kaexlMhalnea,Ihc. Too ySMS11%nToOa010Page1 IOONnCV3lLIZeIM329c681yS20P-3XxEw1p4Ggym000?w9Vk)BMpEeMTOGeNOpP)y1eW 4.1.0 i 62-0 4.t-0 41-0 SCSI. 12o a 4w= 3 6.do 12 54 i 4 5.6 2 6 i T 6 a 9 NRILED II "LED .9'. mm II 4E II L SI 9-0 N-0 Piste Ons&s(%.Y)- IPatb Da27 I6�o-o-zl LOADING(wN SPACING- %0 CBI. OFFL In 0.) Wei USEPURTES GRIP TCLL 20.0 Plana Grp DOL 1.25 TC 0.28 Ved(Ly 0.02 56 >999 240 W20 2W90 TCDL ].0 Lumber DOL 1.25 BC 0.41 Ven(CT) 0.00 56 >999 180 SCLL 0.0 ' Rep Stress Mcr NO WE 0.14 Ibrz(CT) 0.01 5 We Na BCDL 5.0 Core FRC201711PI2014 MMtlxS Weight:44 lb FT=096 LUMBER. BRACING TOPCHORD zx4 SP No.2 TOPCHORD Structure)xootl sheathing directly applied or 640 ac punlns. BOTCHORD 2x4SPNo.2 BOTCHORD Rgld ceiling directly epplld or 160-0 oat lmadng. WEBS 2x4 SP No.3 SLIDER Len 21(6 SP SS or 2250F 1.9E or 2-09, Right M SP SS or 2250F 1.9E or 2L9 REACTIONS. MIslze) 1=45Y0.38,5-351/O3A Max Hort 1=65(LC 6) Max Uplift 1=-180(LC 8),5=218(LC 8) FORCES. (10)-Max.CompJllax.Ter.-AH forwai(lb)orleas exmpl Mien shown. TOPCHORD 1-3=616242,36=616240 BOTCHORD 16=-130/465,56=-130/465 WEBS 36=-10(,381 NOTES 1)Unbalanced and Irve loads have been considered for the design. 2)Wind ASCE T-10;Vuit=130mph(3-second gust)Veld=101mph;TGDL>L2psl;BG01-3.0pal;r=25n;B=4511 L=24ft;sava=4ft;Cat Il;Exp C;End., 3Cp14.18;MFRS(directional);cantilever len and right eyposed;Simi venlcal len exposed;Lumber I m pale grip DOL=1.60 3)The mass hee been designed for a 10.0 pal bonan chord live load mnoxlalrrent Mth any other Irve loads. 4)•This bwa hes been designed b a live load d 200psf on the boltan chord in ell areas where a reciawle 3601d1 by 200 wade MII It betwaen Me bottom chord Md Sony other members. 5)Provide mechanical conneclitn(by oahare)of buss to bearing plate capable of Wthsta"W 180 to uplift at joint 1 and 2181b uplift at joint 5. 6)'NAILED'Indlwtes 3l W(0.148b')or 3124(0.148'x3.25)toanalls per NDB gu lines. J)In Ne LOAD CASE(S)aecdon,Items applied to the face of the I.are noted as Iron(F)or back(B). LOAD CASSES) Standard 1)Deed.Boor Uve(Data oodl:Lumber Increase=1.25,Rate Imcrease=1.25 Unit..Loads(pIN Vert 1-3=-54,65=54,1-5=10 Concentrated!Loads go) Van:]=-163(B)e=-163(019-t63(B) Joaquin YNPv PE Na 68182 al USA.Inc.FL Can08b 6904 Part,East Blvd,Tampa FL 33610 Data. August 21,2018 6 Verlry Leapn{mem E 1X.0T v.WJ lw us.oNY`^rin Ml kw IN. 9mk IIAI .II NX hwayYsni Wlaehce MlafMny Yq Ntl xY {IIN� t aJl.�„�.,, aac6gxxlkale661 IIM kl 1 6 el : . hadnp MlTek YCbiry.hepa.d bsld9lXya'AI a t oq�w tl 1 e Fx.viry Y NSI h. IRvkvxxhe AtMlmGa Mtiol e/Mx Mblehehoml FMIirl: AMpIBI Wa!/Jlu_h_dlL9 euMbp GMhPWYM 6etl eMmlINPL mVA11111 iry11 s.ht . o rues N. ype saamcHELpeuLDEBaL z4 PP uoasoa 16mWOJ G03 GV!LE 1 Job Rou"pee(OpM101vp 9 Bs10-N.wxey ilm MMay,M,stsxo ID:Ou]nCV3lVIZ9ldV32BcBB1yS2tJP_lv[1WVeLAmH?ue,Im BVCR913HOw6 zLDvginu Pa Ptl)p 660 16160 Sfi9 5S0 yy= SraH=1:Sao 3 60 12 n4 II 42m II 2 5 1 are i It. bA g 2xd 1 2x4 1 10 9 6 6 _ 1.6-0 100 { 1 -1 sea 16160 ~ 66.1 LOADING(ps1) SPACING M. DEFL In floc) UEaX w PLATES GRIP TCLIL 20.0 Pate GXp DOL 1.25 TC 0.11 VeMLL) 0.00 9-10 >9BB 240 Milo 244/190 TCDL ].0 Lumber DOL 1.25 SC 0.12 VeMCT) -0.00 10 >No 180 BOLL 0.0 ' Rep Slims Ina YES WB 0.07 Al 0.00 a We We BGDL SO GOd9 FRC201]/iP12014 fell WEIII 39lit FT=o% LUMBER- BMMNG TOPCHORO 2xd SP fill TOPGHORD Slmctural eoof sheathing dlredlyappleal or 10-0-0oc plains. BOTCHORO seat SP No.2 BOT CHORD Rigid coiling directly applied or 600 Mbladlg. OTHERS 2x4 SP No3 REACTIONS. All bearings]-5-0 wept U[lI gN)1IA038,8-038. gb)- Mar Race 9=5](LC 9) Mex Uplift All uplift 1 W lb or tem aQoinl(s)8,9,10,6 except 7=-102ILC 10) Max Gmv All reacliona2Wlb orlessa[binds)8,9,7,10,13 FORCES. (ID)-Mex.Comp Mlaz Ten.-All tolce5 250 UO)ar lase ettep[when slroun. NOTE6 1)Wind ASC root live lo=de have been cpnsidemtl for d=101mph; 21 Wind ASCE l.,G ,W=16;MFRS (Graduated) gust) and C-C Exis TC zone; BCD carpenter left a a1;825X;Bseed;L=24X;esuset Gal. II;Ely O;EndorRemoels MWFRS(&Neionel)for GCrnat Maizona; DOl-- IBO Bntl right expau001--1.60 3) verticN left eonesedpG-Cformembersand lobe 8MWFheforre=ctlaFrstuds Wmber to mind80pietagtlp0are), 0 3)Truss End!CeE for s a loads In the plane 01 the truss only. de studs aspo r A to wind(nprmal to Me fare),see Standard Industry Gable Sad Cents as applicable,or cwwuli qualilletl bulldllg designer as per ANSU3Pt 1. 4)Gale these h s been at ii9U a. 5)This stheahesbeenn deogrelooa 10.0 PSI dof 20 Past Ifte an tlom chard in al w a anyomen INE loads. 6)'TMS lmmhas beended9hor aalivetothof20 Omion Ne Whom chord In all ale=s wherearecarg'e 3E41811 by 2-00 wltle will III a swan the b000m chord arra any steer members. O Provide medlanlcal connectlon(by omen)of trusts to dtadrp pate caped=of wiMeteMleg 1001b uplift atjoid(s)B,9,10,a ettapl UlJb)]=102. Joaquin Velez PE No.0182 WTsk USA,Inc FLGX66N OUParke Ed BNd Tampa PL33610 Dm: August 21,2018 Q .=FlpwmeadV.zNoxezuosoexzexecreaaxcs>a..R(r ...lonvm+s aero=s use 1 cea�wMn,r�odvmm Mna��reor.Iraaeµndna�mwrmxmme��ersa�.�eem.meaddua lxiYen,n=�+m•+a=nLwl 0�0 S9bnr&ilGeua.Mrlaihp`1eY91a mutverily IMgpkWl .or-OOV..lena . IYkwxxl*vaxr IbFJc�MInIDx.nn,rives Wg1ggz en'bga alaM xm Pevmidlcenp MhRR]wf mmweo�w a m.mv.roawex«nI*.�,.v ane Lnra�,la is hdwayirnyXed bexAMtlYma'bpevenlaMl[pa v4m Mwxa I>&xxxYkVaYagITCFBaY Wn�e.rd gerxad galtluv.nxpouPiei nw 1axkMwn aor.ga Odxery.—e—na,"Ro" ollnmesaul lnBMlemiseeAlt0N16YUP�'CIM1.Y O)/MaW NL F+1iIp Cwrowm/ NOI PW EW Bi3YYx lrbmreblxaWOAe kmi Inm Rnlaa aMwAe.Rle N lee Sbw1.5Jla SI2 NewxH1 VAR2b11. T�nPa,fl am10 iiTruro Truss Type ' GN P 1 ly SPRINGFIELD BUILDERS-24 PP 140818W 1B win J02 Corner Jack 4 1 Job Reference(optional BMG-Milsay Trree, array,Gq 3132) 8220s May242018MITsklndustruninc. ToNAW2111:1B MIS Papel 100o7nCV3A.IZgldV32Bo881yS20Pa6a9LjgKnRCUdw202 lW 7101FPYI51MWIaOM 2 PO 860 Sai 1:73 3.60 i2 2 1 `a a 3 See = Se. Il t-ra zea I 9.e D48 Plate Ousels(XV)- 11:0390-101 1101-41-5-101 LOADING(P" "PACING- 20-0 CSI. DEFL In (lac) gdell Lad SLAM GRIP TCIL 20.0 Plate Grip DOL 1.25 TG 0.16 Ved(LL) 0.00 I >999240 M@0 2"180 TCDL 7.0 Lumbar DOL 1.25 BC 0.05 Yoram) obw 1-S >B98 100 "Cu 0.0 Rep Stress Inner YES WB 0.00 HohgOT) -0.00 2 We We BCDL SD Cotte FRCM121TPI2014 Mddi-S WeIpM:814 FT=ON LUMBER BRACINCf- TOPCHORD 2x4SPNo.2 TOPCHORD Stmdurelw sl atbingdlre yWoledor20Owpolrrs. BOTCHORD 2xASP No.2 BOT CHORD Rigid telling dhredlyapplled or 10-0-0 Ad laddnp. WEDGE Left:2x4 SP No.3 REACTIONS. (1451ze1 2308.IecMNce1,3=13Metbanlcal,tyJ.W3-8 Max Hom 1-25(LC 10) Max UpIM 2�(LG 10),3=23(LG 10),1=50(LC f0) Max Grey 2=50(LG 1),328(-03).1=63(-C 1) FORCES. (14)-Mei Comp 11Aex.Ten.-Ali forces 250(to)or less except when Saturn. NOTES 1)W1n:ASCE]-10;Vul Mareeph I3-sewn gust)Van=101 mph;TCDI-4.2pst,BCDW.Opsf;h=25%B=4511;Ir241t;eeve7lg;Get. B;Exp C;Encl.,GCp=0.18;Sahli inhabitant)and C-C EMedm(2)zone;barmseer leg an right exposed;And vedltal to exp ardi-G for mem4ers and forces 8 MW FRS for re ropdns shown;Lumber DOL=1.90 plate grip DO--1.B0 2)This truss had been designed for a 10.0 pat bottom chord had Idea nonwrcunent win any other INe loads. 3)'This truss has been designed for a INe load of 20.0psf on the bottom chow In all areas MtWe a rectangle 3 ear by 2-0-0ends till fit between tae bottom chard and arty other members. 4)Refer It girders)for Russ to truss connections. 5)Provide machanlcd contraction(by Where)of truss to bearing plate capable of vAMSUnirg 351b uplift at joint 2,2314 John At joint 3 and 50 to uplift at joint 1. Joaquin Velez PE No 68192 MiTlk USA.In[.FL Can 8934 IM Parte Ead BNB Tampa FL IWO Dap, August 21,2018 e .— eE . v.N vlY ry Ia I. IId L 'A Y h t- 1 11 y F N .JI in'a" a 9 '.t a u1 heal D r , l -' .rN�ad MiTek 1 ' L 'l , . *�- r*-rurNf 1 na�ulJ ew HM lnrc M,nr»a"X JelNery,eemlbn�rJ daceg oflNaeSentlnw Mferrtc nor For.sseANVM1fIMMyCMN.OW/OIrd KYluMhp CMWprM1 Erol aNO. YINy Mpng6rPxlCtle Rwn bus Pale Marta219N Lea Slreel.91ra.11'1.sree- llloo"31 _ 1,.,11..10 N99 IU66 we Sly I 6PflM(iFIELD&J0.DERCA z.PP 17 n ea sea leeream m Wlxeca, celWlm sNPmM Debs Joe Refererca(Cpooren BML-.."n "..919A BR10e Ma a9301a MTM IM1Ml{lae.lx iue Au ]I 134a'sl FOID I 10:Ou]N%VeA_IIZptlV328ceety.a WkPSWowPWgsGIOWGCnMIf9YWT`NBRIMM1m 5_ ]-]-0 1520 Y]-0 0 Scale 124.6 me= 4 fi.CO 12 3 6 1] 18 8 2 1B 16 $ d 3u= 0x6= 1d0�I 13 12 1s160 10 a M10Q 152-0 LOADING gado SPACING- 2-0-0 CSI. DEFL In (bc) Udell Ud PLATES GRIP TCIJ- 20.0 Plane Grip D0L 1.25 TC 0.17 V21-) 0.00 &9 .999 240 W20 2411190 TCDL ].0 Lumber DOL 1.25 BC 0.14 VM(CT) 0.00 " .999 180 BCU 0.0 ' Rep Stress lncr VES WB 0.09 HCCM T) 0.00 8 We IVa BCOL 5.0 Code FRC2017nTPW14 MaI Weight:861b FT=O% LUMBEW BRACING- TOPCHORD 2x4 SP Not TOP CHORD Slruelural Wood s0eallvng directly applied or 1&&011,purlins. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling directly Spilled or 6-0-0oc bracing. OTHERS 2x4 SP No3 REACTIONS. All eand{ge 12-"credit gLbndin)14�",S=63-8. (lb)- Max Hoa 13=90(LCB) Max UTAB All uplift 1001b or less atlointhu 11,12,10,14,B excap113=-111(LC 10),9-130(LC 10) Max Gtav All reactlons2501borlessa(Joints)11,12,13,10,9,14,8 FORCES. 0b)-Max.CoMI-All forces 250(Ib)w lase except Nfien alavnl. BOTCHORD 1-14—to9ei�,ts1<-109I26B,12-13-10&288,11-12—tOef289,10-11-108'269,&1P=108.@68,&B—iDft2W, ]-8-1GI WEBS 2-13-189312,6-9=-1832312 NOTES 1)Wind:AW 7-10; -1Nave beenwn91deretl fwd=1design. 2)Wind:ASCE]-l0;Vdt=18;MRS(dirntlgust)VazdC1CokTCDL=4.2p3 ,E=3iont? 320;B75,L-2411;ee47= tCet 8; 7l C;End.,GCPI=0.18; l2 FRS(oi rO12 arltl CL 20 zm )0-0-0(0 3-0-0, flghtt2) W; 4-]-0,CCMnIWlM 14 ed; 1&]-0, cera c r(2)10es&I.122-0,C,,.ct,)t2ah..; UMIn ,D0;-1.60 plans rip right exposetl;eM vedical tell exposeQGG fw members W f forces 8 MW FRS ICr reactions tb o Lumber DOL=1.60 plNe grip DOL=1.60 9)T Ons Dg Miorwlndpli 0 inure pmui Oludilfussody. For sWdsasp rA Sv Pllnormd to lire face),See Standard Industry Gd bb E110m 2M m0unlssoornaftne ICamad bWI01ng tledgn0r as per ANSL?PI1. 4)All plates are 2x4 MF20 unless otearvdse intllwted. 5)Gable studs ash spaced de 2-0-0CC, B)This truss Nass bM designed!fora 10.0 get donan cfafd live load OM Chord In al With any affairs, ren lands. >f'This turas Ilan been designed for a live Toth d 20 Opsf on Ne boXom cbortl In all areas wTere a rectangle 3E-0 WI by 2-0-0wide Oil M1teetaracen menhathe b0reof orMGardalio any other Imes; e. 8)Protide W b)1 -l1 connection(by o6rers)d Imss to bearing plate capede of 1M81s1e{xling 1001b 1411M N Idntts)11,12,10,14,e except()lib)13=111,9=130. Joaquin V¢@{PE Naba182 NATO OSA,Inc FLCad BBL 68W Parse East B.Tampa FL 22614 Dale'. August 21,2018 Q WTIINMfi-VMryOeYenpefnMeevq PF4e NJrEe aX iM6dNOMLUUEU MIEx REFEMNCE IIPEYI<)]m.f6V]RJISBFiOnEUSE. Y Ili MIIeAAcavwdm.INadpkt{1tbwOONYUI*'>n{*>•o,NerrsLwvm.a'dalambJNWaI MAMgcwnl*'v�at ml aMmaglam.aetweus.Xa M1IJp tlNy,tf mmlvenN Ilse 414e2aINo([Nnk9gvaneb¢uviggw{IVawaqxale Nk[ley n h10 iMovatll p44{p�nBacaphleolaCkbgevenld�.11FgdIMNYA JM.n webad/acMtlmemCa diY.PMYdM lemprayaM pa{nmw0bociV tTek k Rwgi{eryMa]b GQMyadlO PeveniwA[aYw xlT�ComvJ 114vY aN poFe{lYhm� fw�{latl glam,ce{egvclp Te kdkMkYLeM[pe.Wllrery.seclYnrnlbxipolln�vm]{u¢wflemf.feaAlAV1111 L'/aJ{YY4Iatl N.Y NITyCbmPMMI 68WPONS EeneN4. •IMIMNWpbIF+MYtie Pmn l{m WRxulniAe.11e N.lee 5Cce1.9YM91R Na[avJh.VR I<. Tnrpv.FL 33510 ''Job Trip True Typs . any Ply SPRINGFIELD BUILDERS/l.24 PP T146&604 1.--a E01 Hall Hip 1 t Job Relenerce o tlinal BMG-Midway Tncee, Midway,GA,31320 9.220e Mg242010MITe "'R'MMV19KE Tue Aig2111:18:4I2019 Pagel ID:Ou]nCV3/�IZBIdV329c031y520P-bG36104 IAKE2YWDTDtxZyxOl2FptlVeiem_NEOs 5413 _ L10d + 1590d � 60-13 4611 8 an ' Sole=1:2]4 9= 9A= 3 11 12 3.60'12 evil, 2 10 9 El8 I 4 = 8 6 3® I L401 2 9.108 16109 gy1 B o PI OX els(YYt- 116Q4 EOpe111039042.13"LL5J 62-OL 14'05-00.2-121 LOADING(pal) SPACING- 2-0-0 CBL DEFL N Qoc) Vdefl UdPLATES GRIP TCU 20.0 Plate Cup DOL 1.25 TC 088 Vedi -0.28 46 0711 240 W. 244A90 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ved(CT) 0.41 15 0453 190 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 HOR(CT) 0.09 B We we BCDL 50 Code FRC2017]TPI2014 Verde W.1i76 I1, FT=O% LUMBER- BRACING- TOPCHORD 2x1 SP NO.2 TOPCHORD SWctural wont sheaWrg dlredly applied or 410-15 of,purins, BOT CHORD 2x4 SP No.2 except eM verticals,and 2-0-0 oc pudlns(6GG max):3i. WEBS 2x4 SP N0.3 BOT CHORD Rigid calling closer,applietl ort,-613¢timing. OTHERS 2x4 SP NO.3 WEDGE Left:2x4 SP Ni REACTIONS. (Ibhize) 1=49flIQ541,97175•Q1-S Mail 1=119(LC10) Max Up1N 1=-198(.0 B),B=-225(LC T) FORCES. (Ib)-Mex.Come./Max.Ten.-Ail arees 250(lb)err leasexcept what shown. TOP CHORD 1-2-11956o43.2-3=435414.37 189/324,4-7=-189/324 BOTCHORD 15—W4/1119,"E,fasB80 WEBS 25-4Tt1411,35=BN330,35=561/416,45=-08]I315 NOTES 1)WIM:ASCE]-10;Vd1=130mph(3-secant gust)Vasil=t OtmM;TOOL .2pe0 BCDL_3.Opsl;h=25X;B=45r;b24t;eave=oft;Cat. II;Ex C;End,GGpI=0.111;MFRS(dilactlonag ant CC Exhador(2)62-12 to 3242,Imedogl)3-2-12 b S]-$ExNdor(2)5-]-9 to 14-1-0,Inhalant)141-0to 1654 tune;canrleverleftand rightexecissi eMveNcel ler exposM;GCformembere and forces S MW FRS 1,r reactions shown,Wmber DO1=1.BO plate grip DOL=1.fi0 2)Provide adequate drainage to prevent water poraing. 3)TMs irks has bean designed fare 10.0 Pet boftan chord live bad nonconcurreed Verb arty other live loads. 4)-This Muse has been designed for a live food of 20 Opt on Ne Parent cMrd In all areas where a rectangle 3 60 tall by 2-Q0 Mde will Ir between the borom cMrd and any other members. 5)Bearing at lodd(s)B considers parallel to grain Value using ANSVTPI 1 angle to green Iwmula. Building designer should verify capeury of bearing surface. e)Pro ca mechanical connection(by others)of ideas to bearing plate at hAths)S. ])PmAde mechanical connection Qty others)of trues to beard,plate capable of wihstandidg 10011,uplift at Joint(,)except 01=lb) 1=199,8=225. 8)Graphical Pudln representation does not depict the size or Me oren3atlen of the purin along the tap star pattern chord. Joaquin Vele:BE No.0182 MCTOUSAInc.FLCertp34 W ru perw E.Elva Tampa FL 33,810 Data August 21,2018 nowQMINONf,eviv 11."v+Mwew,aaE9PNOTEe ONTNBINP MCLYa®Y/ax a9FWNCE IAOEY4T4Am+fap59/59EFOPEisE .sah ase Muwen Mal,h,e,11nu wr`r,xi.RlirleLynk M.-eOaYY MbWunela,a4avm,mtlkMmevTtlMluYMry1�'mntWn«nr,rot E} huMawar, ebffi.IM GYddq�]eeEltw ddxuh ve,Ih tn4SacdllNulrM4T wahwlwawbua ewwpadale RkdaLLTlnln lbw nvebcF MIEOk' ,>ru rr qa. soots Yhroreaklo PdaYwn w«bm,a nrma'aaw mdssweoenba/ad orwda bnabnl�w+ v.aN�Ellobhn bnheww�harettwwnl dam�u k Mva@ brldiNyatllopaYenlcdlWe Wlnp�O'Aane,%mM FxvYaxlpcSwdYdwn'Va. rw Wtwd pY�,cede9wNdg xhe gyred PaMaEW Bktl. kthMbt rove Mwaae.�x/adY.weCM WJlxwlgolMme aMMmry[IwnceeA/gllryl Gdd�'OxYL{DYMYIYKIWgCMMrMa Tanpe.FL:19[10 )y4A'11gm�db W tlkda Ian lova Rale xstlMe.21 B N,tee Reel.9Xe 312 Naim]kd.V R T1)314. JOE Three Truro Type • Ory Pty SPRINGRELDBUILDERSL24PP 488ASA 18-D79,103 E02 Hip r 1 1 24 JOE Reterellce4aml BMC Midway Thies, Midxay.GA,31320 8220sM BlyS16MITek lMustries,Ino, Tw Au92111:18:422D10Page 1 TIC ID:OUV3AJZMdV329c881y820P3TRpMDCFGDo85td60MdmZUItNi lg�OPJRyIeOR 800 1LB5 21811 2A4 0 36L0 840 4B5 685 8B5 60.0 StW+1A01 s4= 3W Ff2 6>B= ass- Sdi- bA- 2 se on 1917 se 3 se As as 4 5 10 As se 6 9 y 1415 2 21 v 1 B a Id « d d Me- 13 12 11 10 9 Sea 311011 See Aid= Y1= me- 9N= '.A.6= 110 90.0 161-4 zi81 130.0 0.64-0 IYLO 88n 6N W-13 B?15 1<0 Plat O6mN(XV)- (1'0.2-90-Q21 H'QQ4 Ed I IB:D31 Q14)i LOADING(pef) SPACING- 280 CSI. DEFL In pot) 1/0e11 UO PlAlEB GRIP TCLL 20.0 Plate Ghy DOL1.25 TC 0.94 VW(LL) -D.29 88 >645 240 MT20 24/180 TCDL 7.0 Lumber DOL 1.25 BC 0.97 VAMCT) -0A6 89 >528 180 BOLL 0.0 Rep Stress Incr YES WR 0.50 Hon(CT) 0.02 B Na Ne BCDL 5.0 Code FRC20171TP12014 MaMxS We6gM:1541E FT=036 LUMBER- BRACING TOP CHORD 2x4 SP Na2 TOP CHORD Structural wood SMAIMIng dlredly applled,except BOT CHORD 2W SP No.2 284 of purlins(53-12 Marc):28. WEBS 2x4SP Nos BOT CHORD Rigid telling dinedly applied or680 oc bmcblg. WEDGE WEBS 1R.M midpl 511 IAft:2x4 SP No.3 SLIDER Right N4 SP No.3383 REACTIONS. (10§Ise) 11=14059Q58,1Q5-B.8=53N436 Was Hmi 1=35(LC B) Mary Up1I011=-6M(LC 10),1=-1]](LC 6),8=-24U(LG 7) Man Gmv 11=14051LG 11.1480(LC 18),8=540(LC 20) FORCES, gb)-Max.Gomp.Mtax.Ten.-NI fames 250 flat less except wben sM1own. TOPCHORD t-2=601fd48.23=510'375,3i-46SH11,5fi--8991518,&8=1087/656 BOT CHORD 1-13=-267/525,11-13=5011335,811=21&520,6-9=-544100] WEBS 314L1311028,3-11=3321538.5-11-149.4691,58=100536 NOTES, 1)UnbMarr a roof INe roam have been oonsieerM for this design. 2)Wind:ASCE 7-10;Vult=130mph 13-second gust)Vasil=l of mph;TCDL-4.2ps1;BCDL=3.0ps1;1t 511;B=45q b248;eeve=59;CaL 11;Exp C;End,GCpi=0.18;MW FRS(dlrOCHo al)ana C Eldedm(2)0.2-12 to 32-12,Intarlant)32-12 to 391.Etlerlol(2)39-1 to 12-2-15.Intaftel 12 2-15 to 24-1-1,Etletlor(2)24-1-1 to 32815,li teMrll)023-15 to 33-2 4,EWedor(2)332 4 to 3524 sone;cantheyer lett and right exposed;eM vemlcal left axposesiC G for menders and tomes 6 MW FRS for newborn shown; Lumber DOL=1.6(r plate grip DOL-L60 3)Provice Integral.doemage to prevent wafer po I 4)This truss has been resigned!for a 10.0 as(bottom clArd him load nowoncurrent wllb any other live loads. 5)-This those has been designed for a live road!of 20.Opst on the Whom Gard In all areae where a somengle 33-0 tall by 2-0-0Wide IMII tit beMaen the Whom chord And my Other members. 6)Provide mechanical Connection(by others)of Inns to hearing plate capable of AfthstaMing 100 to VIM at Idnt(s)except gt=lb) 11478,1=1A,8=240, 7)Graphical pu in representation does not depid Me ata or MA ohema6on of the Within along the top andke bottom IMAM. JOdgWn Valet FE No.0182 M7.k USA,1,c FL CM 6094 69W Pmke Eget BNd Tampa FL 99610 Dm: August 21,2018 Noign afar-onl'.e'Mnxmtl t-rua9mll1-XII.... .....EFEM NCE II6Ea4V)IJ]m.ICOYNI6I60I1f V8E IXtlgr wMi Ml»eaYYY41n Mmsherin leMm Rhelmktn kln.�]oNy ur*'+la Wrumetaislawu a'AkMm-mu" plgpenimmmtrot BeMa,¢,IM We1p deeyvsmulva'Iry II¢ZyYpcMlNul ticµlr,rbunelriad gapedY\cal.x'n n o R¢ovaW Wd,g tlmly,.9 1g YVJtMetlkb geventlricq\g MIMNkhJMnwebaM/ucMtl mem[aiaYY.IA]IMd AmtpaY 0.q CMmmknidWp MRek' ttlY/gerePYretl MaXMMaq bgevsasYWre wllnPomYrld NVdYaq gapamVd�Im4H- fumnerd Pa'brce legs4V ne kplcobv Norq�e.delMay.seclMaA daWyol LruesmOM1lsM1en15.meAWIFr GB1NY Q1Nh 09N/OMIG4�9y LImpoMrl eYW Paha Ee6l BNtl. N4lyllbpl�arvtltlYe\cT 41u Pak\eMDe.R10 N.lee Slree1.9110.JIR YMIImIM VRY131 Tarlpa.FL m9ilm Job Tike Trw Typa ' . Ory Ply SPRINGRELDBUILOERS424PP 7148845861 1& 079103 E03 3Hp Girder 1 1 Jobflasaooa op8oMl1 BMC-Midway Tress, Mldwey,GA,31320 B220aMey2y=P1 Rnvdfodealm. Tue AZQB1m18NI201NJYIeP ID:OumCV3A_IZMdV32&801y52OP-0rlZnvtllo Wv6JmTNnAr_Z49BThmWa3BXIW NJyIaOP 3S0 640 11-010 _� 1&44 'A10-02 2560 9P40 329P] aB10 330 2b] 5610 6.610 L&0 4]92 486 2b] e bah=I All WALED W 12 NAILED NALED NAILED NAILED NAILED WALED "A W _ _ 5� NAILED NAILED 6gtiN 2x1 II NAILED aaa-yaa 3c4= NAILED SxB yN� 3 1 4 conadnot 21 5 26 866pe, ] P B e 10 1 11 e { d _ Ary SB= 10 91 32 18 33 17 18 34 3515 14 38 'a 3799 11 8r8 II 91 a 3.e II Saw 34= ]n10= 3N= 3M- NAILEDW= NAILED NAILED 3y4= WILEDShow., NAILED NAILED9 Sped! fr10MT20H5= NlLED 6Faiel !AILED NAILED NAILED True TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. tt-010 1614 llW 256e 361-0 19810 1e^o 4bo w1D S61a ase an4z ase 4-60 Iso PIeN ODeats(X,Y}- O-1-11S 2d0e1.11:62-8,042],13:06-4,P2-01.14:02-4,0.1AL IB:O-2A,61-BL IB:61-12,61-8619:0.53,02-86171:02-B,EL�e1111:6Qt2.t-8-111, 11501-12 0.131 LOADING(psf) SPACING 2-0-0 CSI. DISI In Qac) IMefl Ud PLATES GRIP TCU- 20.0 Plate GOP DOL 1.25 TG 0.88 Ved(LL) 0.2012-13 7999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 80 0.70 VN(GT) -0.3012-13 >799 180 NIT20HS 18]/143 BOLL 0.0 ' Rep Stress Incr NO AS 0.86 HonICT) 0.09 11 om Na Bil 5.0 Coda FRG20l1b TPI2014 Niel Wright 1]t lb FT=O% LUMBER BRACING TOPCHORD 2x4SPNo.2-EA:W TOPCHORD Structural xwol mobil directly applied or 35-5 an pulins,except 3-7:2x4 SP IMF 1.5E or 2x4 SP No.1 or 2x4 SP SS 240 oc it.(3-1-9 max.):39. BOT CHORD pool SP No.2 BOT CHORD Rigid calling dlredly abolled or 562 oa ora bell WEBS 21,4 SP No3 WEBS 1Row at midpt 4-16,616 WEDGE LeX SP No.S Right:2x0 SP No.2 REACTIONS. Im/s'Ize) 111=2911N-SA,1321N58,11�95'P38 Men Hon, 1=27(LC 24) Max Uplift 16 1259(LO Ill 41,11=414(LC 5) Man Grav 16=2911(LC 1),1d29(LG 173,11�02(LC 181 FORCES. (Ib)-em.Come/Max.Tion.-All forces 250(Ib)or less esepi holm shown. TOP CHORD 1-2=-131Le69 23=-1217AAS. 4-5=1059456,56=10592458, 68--655312,8 9=2351/1115,11-10-24M 182,10 11-2607/1232 - BOT CHORD i-19=E l295 1819=-544/1181,16-18=1Ill 1516-240985,1 3-1 5=104 32 3 51, 12-13=-10852406,11-12=-115072458 WEBS 319=-507346,318=82Y404.4-18=5]/505,4-18=2903/1336,51<fi033]9. 6161 615=-243/124,8-15=1803881,6130729$&12=360324 NOTES- 1)Unbalanced roof five loads have been considered for this design. 2)Wind ASCE 7-10;VUIt=130rnph O second gust)Vasd=101mph;TGDL=4.2psf:BCDL07apsC 8_258;B=511;I--24R;eave=511:CoL Il;Exp C;End.,GCp107.18;MFRS pchmrtionl);canBMver loll aha right assured,MId vertical laX la powd;Lumber D01=160 plate grp DOL=1.80 3)Provide Adequate drainage to plevenl was,1,01, 4)All plates are MT20 plains unless otherwise Indicated. 5)This truss has been designed fora 10.0 pet boom chord INS two noxoncuoent vnth any other live bads. 6)-This truss has been designed for a live load of 20.0ps1 on the bottom Gard in all areas where a rectangle 340 all by 2-0-0 wide will fit between the bottom chard and any other members. 7)Provide meMsoibal connection(by others)of truss to Dearing plate capable of wiRatanding 100 to Loin atIdnt(s)except Qidb) 16=1259.1=242,11=114. 8)Graphical Pullin deprovelatien does not cal Me lam or the orentation of Ne puXin long the top auction bottom chard. 9)-NAILED'Indicates 3-10d(0.148"b')or 3-120(DI ON3.25')toene0a per NDS guidurri a. Joaquin VON,PE Na.68182 10)Halger(s)a other connection tleval shall be Provided sufficient to supped carrcentrated mall to down and 112 to up at Mil USA,Inc FL Cod HU 14-0.12,anig3lDdownmMi1216upat 14-34,arM23810doenaM2501b Upet 3(F4Cont0PCh0d,md1431bdcwn and e4 uOi Parw East BNd.Tampa FL39810 ib up l 880,541b down et 16412,aha 541D dorm et 143-4,end 1431b down eM 641D up at 3 sA m bottom chord. The Ole. tletheL ADCAof S)Sconnection .,[am)iethes.of thetieof others. 11)In the LOAD CASES)sec0on,loads applied la iM1e law of the tru%are noted AS,hoot(F)ar beck(B). August 21,2018 Q WAalwargodedow'-s nmCPUONO]ES Py IWS ANO wCLYOEp YIEx/16PYXaf PAOEYi]4Am.lapYWla9FMEY¢ Da]p1 wN]Iv ux.aYYMm MI1M8cm,xwnus.IN[tlabrk Mitti MY W+n Wmwienyv'*T.aW k IamaNWM WdgcanWrenL rot Irk Mlam aeldalm.11a W 1X1 MATwrmulvwlrylfa q.TMCLLMINuI[Iefp,p�amelenatl PWr+lYFdessal a Nkabb"n dpar-uverl bAla9tlrelPr.lolgkxrnedklolxevamwwarea5�waxl maewmwe/«awamamm�earJv.Addwa brnwrwwdpermawnlbsrAI M1iT0k* itlwaaraxwetlMlWlhaMbgeveni coAryte Mlhl>adepelwWF4xYad gcRenydanla�. rawrlad{PIGb¢e re9�tlap Xn an.Pehe F-U.. 12hmlM.slaaae dalNay.aeclbn dv]bU4p olMmesmlalms(Aemr.aaAl/MRII(Y/v O0W 0Ya0aW0dN MNgd4mpan4rM Talrpa,FL]3610 y/yy 4yppypWrlWe xan Irlffi Rak xWaOa fla N.W SM1eN.elle a12 NeavMli VR'Y1914. JOD Truss T.Type . Qty Pfy SPRINGFIELD BUILDERSa.24PP 884588 1BA79403 E03 Np tirtlM 1 1 JOD 015M 11"Iop8one0 BMC-Midway Tars. Mdway,GA,31320 8220SMay IYS20 MITeklMODNWmM -Z4QB 1:We3BX0MNJAee2 IDOIflnCV3A_IZ&M329c031y520PUZZmtlIOD3v5JmM'Mr14BB1FmWa3B%1W NJyIaOP LOAD CASE(S) Standard 1)Deed♦Roof L (balanced):Lumber IncreeSe=1.25,Plate Increase=1.25 Unllorm Loads(NO Veit:1-3=;E4.3-9=31,e-t t=-54,1.11=-10 Concenlated Leads(Ib) Ve0:3=93(B)7=93(B)e-191(0)1]—57(B)19—143(8)18=-28(B)5=93(0)12=-14318)14=-28(B)20=93(B)21-9318)22=93(0)24=-188(B)25-93(B) 2f-93(B)28--93(B)29 93(B)30=-93(B)31-28(B)32=28(B)33=-28(0)34=-28(B)35-28(B)3 -28(B)37=28(8)38=-28(13) Qw4MN1a vwNeag�y..mm.amewuexotas ox nrs4xp NGtupF4 rmexwereuxa pevo . . ' CeL{p YtlN o aYYwlln MlvWT.mnreeb¢MeeWyviktruaie NY�4'M lxnm¢Ien Ynun. a IF .m 9u¢m�m�Po4daum tl�e tJcap�IL'ImV4VeMY e'9 gAAkLLi1HoI[Iss4e ManeJeoaul -. �4 rk I •It .ove�tll Wdq�4�.&a3"'q YMCNetlkb peVeni WCHYq IXYWNkM M1iawesaui/aclvtl memlw /� Y II matldaip kJwgS�epFed Maxdllyaq Io ryerenleWgea wXDpXtlePo�b FPryaq P^P�Y'b�^�' r. Id pr uxulli PM¢u uryp�3iµl tl» KrFmkm.eonpe UdNaY.meclbnatldafV ollnmesaq M1w Mffi12EaAMMIr p�/ypIM4OfHIaMICYMdGhp LUM41141Y tlWPW Fr L }uM1Nk�x4��'bd•'�Yan Oar%o4kW�4e,21e N.lee Morel.9ll.J12 NemIX1. VNT131 T�.FL R4tO1a IJob Tmec Trues Type Oy Pty SPRINGFIELD BUILDERSrL 24 PP 00450) 16-0)1X03 Fol Flom ) 1 24 Relarama madame BMC-Midway Toss, Mldany,GA,31920 0.220a May2420op-Ul lno1ZWB,Im. Tue Aug211N0:45201BPage 1 ID:Ou)IICV3/GBNN32BCB61y520P-U16iFaIPNBmITW6DIPOB6EtlbmV?nGO8d3vlyle0O O" Hi 260 1_94 SW0.134.f 143 II 1.5411 1.54= am 1.6411 Ser 1.54 11 see 34 FP= 44= 3N 11 1 2 3 4 5 6 ) 0 B 10 �18 q 16 16 1. 13 12 Y 3®= &ION1120146FP= 15411 3x4= 30= am= 98= 2060 2030 Plate ONaais OM- 14:0-1-8 Etleel 112:63-0 Ed0a1 119:0-1-8 EtgeL 11EP3E Ed9e1 LOADING(pal) SPACNN> 2-0-0 C61. DEFL In (Ioc) IMM JifPLATES GRIP TCLL 40.0 Plate ship DOL 1.00 TC 0.g0 Verl(LL) -0.4812-13 > MO W20 240100 TCDL 10.0 L64nber DOL 1.1. BC 0.53 Ved(CT) 4.80 12-13 x355 240 W20HS 1871i43 BCLL 0.0 Rep R.lna YES WE 0.76 Hors(CT) 0.08 11 not we BCDL SO Coda FRC20171TPI2014 MadxS Welghl:101 Is FT=MF,0%E LUMBER- BRACING- TOP CHORD IDX SP 1850F 1.5E or&4 SP No.1 or2W SP SSg1ag'Excel TOP CHORD Slru Bram woad sheathing directly applied ort-2-0 oc pudkw, 7-10:2W SP No.2(flat) except end ver kers. BOTCHORD 2x4 SP 18 WF 1,5E or 2x4 SP N..1 or 2W SP MGM)-ExapY BOT CHORD Rigid celling dlreNyapillM or l0-0-0¢leading. 11-15:2x4 SP 24WF 2.0E or Sat SP DSS or 2W SP M 31(flat) WEBS 2x4 SP No.3gat) REACTIONS. dMizei P=1096/350,11=1102NS8 FORCES. (Ild Mex.Comp.r34ex Ten.-AIIforces2WOb)Drlessexceptwhenshown. TOPCHORD 2-3=35354,3-4=-35354).4£< 710,5�_i487N,6-8=-3561M,69=3561A) SOT CHORD I6TI7 /2110.1416=fl 7,1314-0X48).12-13_-014359,11-122124 WEBS 9-11=-2 3 3 84,2.1)_2317M,9-124158$2-16_-0 l5)5,316_2)913),6-12 -MQM, 4-18=-025&0,6.13=-245/802 NOTES 1)imbalanced floor Ilve loads have been mrsidered for this adelgn. 2)All pates are W20 planes unless otherwise Indicated 3)Recommend 24 stronloacks,on edge,spaced at 10-00 OC and fastened to each toss with 3-10d(0.131.X 3)nails. Strongmacks to be attached to wells at[her outer ends or restrained by other meas. 4)CAUTION,Do not erect Puss backwards Jw W in Wria BE X..66162 L9T%k USA Inc FL pd 6631 W W Perke Eaft Bled.Tampa FL 23610 DM: August 21,2018 QwAwwa-vway4.ywP..e.r...naa4oxorvw mew.mew.eD anew wer4wxce vac r> DntlW for-pass,eamem MlleAWcmrecbm.awdalal6 fm1Y�%*cnlwnnc�.s9wwit I' I.ml • lea�ryalemBe ...XedirlpY&!erem mW verity l4)".av oldaJq�Paamcleen a .ovnrtl wq�AOa�.auiglMY:araehlo pewni Rctl2golkxMUxl ausxreO m]la lweemen 1 rnenlla Lq MiTek- k.awaw�eMee kxsmW�Po merenicMR+e MIh PPY{e paw�HHar�wm�v� - W.I awdx IIXek.Mbn.YaWB.del1,eiaoMnutl I.—Mof.ma lothmeane'�e.4ItM12 pyyyCMN,odHsme Ktl Wxfa9 ,�I M^^�6 68w Pnrce S-1 old aarelYlMDxRaPv�lab'e nrni nim Rare mAlMe.zln ry Lac snee1.9118 JIz.NBMYbki vR1R31 a. Tampa FL a0miO Job Tram True Type . Cly Ply1 SPRINGFIELD BUICDERSL24PP 400 SB9 10-07g1IXs F02 FIOd M Suppcd Gable 1 Job Rst swee(o00oneil BMC-Mitlway Truss, Midway,G&31320 0V IA May 2I 2010MiTSNIlltlusbigX"W%Aug2ci-IbE:482010 yIW ID.OUTICV3A_DMOV32gcB81yS20P-y£pKGOfxKgJCKcwWlwpewPecl_IDEOBMh1406GYlaON 9/110 0IHe Scale=120.3 1 2 3 4 24 5 0 7 25 0 0 1011 2 2x3: 1121 0 le 111 17 16 15 14 13 12 a4= dee= mo 12-60 LOADING W SPACING 2-00 C61. DEFL In go.) With UO PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.11 Ved(CL) Ne - Na 999 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Ved(CT) We - We 999 BILL 0.0 Rep Stress Ind YES WS O.OI Horz(GT) 0.00 12 Na We BCDL SO Code FRC20175PI2014 MNtlx-R Weight:57 lb FT=0%F,ME COMBER- BRACING- TOPCHORD N4 SP No.2(Oxt) TOPCHORD Structure wood sheathing Testily applletl or 60-0 oc pudlns, BOT CHORD 2x4 SP No.2(BN) except and ve meets. WEBS 2x6 SP No.3(ON) BOTCHORD Rigid oelling directly applied or 1900 Oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All beznngs 1250. (ID)- Max Grav All readlons25010orlessat),IM(5)21,12,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max Ten.-All bmm 250(Ib)dlese except MlensMwn. NOTES- 1)AR plates are 1.5x3 W20 unless Olnerwed.Irvllcatsd. 2)Gable requires continuous bottom chord bean,.. 3)Tress to be fully sheathed from one face.,eecuraly braced against lateral movement L..,diagonal web). 4)Gable lWtls spaced at 1-4-0 oc. 5)Recommend 2x6 dmngbacKs,on edge,spaced at 10 0D0 oc am internal to eadl Imes wlm 3-1 Oil(0.131 X 3')nails. Stiongbaces to be altached to walls at nor other chars or restrained by other metre. LOAD CASE(S) Standard 1)Dead♦Floor Live(balanced):Lumber Increl l 00,Plate Increase=1.00 Unit Loads(pit) Ved 12-21-10,1-11_100 Gofwemratetl Loads(IE) VM:3-57 6=57 t--5724=5725=-57 Joaquin Vela PE Ne.60182 MTaL b3G lnc.FL CM8634 6804 PIr a Esishel Tampa FL 33610 Dale: August 21,2018 pdnn .rin NYw P--sb•.�.aa.Uaa.£....IM6xx•U.RWE 6RYAISaEf.aEVSE IA6,"o N It.- t MlNWecn¢'i2n ue—Ifys baalaYV.p ,Ah4gxlmmotow.ro1 I�x w. vliwt"Pwewwm,nl ve NhngvlxdAN� + l 1 <Oe MAr �Y4a11¢or&dl IwYJy 0 . �xxcbtlalogevarlW3lrgrrf2tlWxxYMrew1 h N llamdxayWpa�mrenlbaep MiTek xaW.n�zJl�edN�sMMMryaN bprel Wlgws xllhgspawwl hYeV II +.'ry r 1.. p Ndawwrepw'U1p IM .olkM gweyp:.drlNorV e�a[IMad MaeLpol hJw�dglnyyyte�n;voANyM141ufyCifeN,Ptld9and6fJ/YYrOYIrMYII TweI11 Ewa 6N,. bNylllO/mpWFivtlIOAe hwn Inm RNeanAMe.218 N Lee Shaer 9lle JI'[.Plaarsxfxt VP2'[ll<. ixrya,Fl 33a10 Job Tues Truss Typo . Qty Ply SPRINGFIELDBUILDERSL24PP T1CB016B0 1B--. F03 R. 1 1 JOE Reference ee MiTak Ireflolm I BMC-MrMmyTW. MMway,GA,91320 B l Wry Nly018k-WEiM "RTmViDdKtTcO Inc Tal Aq 1WVVID10 Paget ID:OUTICV3A_IZ9MV329cBety520P-OOEiPxfY08RTymViDOKiTCBMOVEPVVtVBA_eyleOM 0910 H i 2d0 18-0 q1�0 Bw 1MJS 1.5a II less II 15c3= 36= 15r3 II 156 II 3M= 1.6a= 1 2 3 0 5 6 I1 12 Ifq q{{I l B 831x_ Sea= 3q= 36= 12 EO 12-60 Plat Oflsete(XYI-- I0:0-1-8.EEo01190-1-BEggig LORDING(pail SPRCING 200 CBI. DEFL. In (a) Udell W PLATES ORIP TCL- 00.0 Plate Sells DOL1.00 TC 0.08 Ved(LL) -0.14 TS > 000 MT20 200/190 TCDL 10.0 Lumbar DOL 1.00 BC 0.85 Ved(CT) -0.22 9-10 x880 200 BOLL 0.0 Rep Stress Ina YES WE am HoredOT) 0.02 T Na No BCDL 5.0 Code FRC2017aP12O14 IWAftS Weight:02 to FT=MF,ME LUNBEB- BRU1111 - TOPCHORD 2x4SPNO.2(flN) TOPCHORD Sbudural Wrwd thratlbp dreary applied or 600 oa purlins, BOTCHORD 2x4 SP No.2(flat) except and Vertcals. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid calling dlredly applied or 100.0 oc blazing. REACTIONS. (naim) 1O=a83N5o,7=8aal FORCES. (e)-Max.Comp R.Aex.Ten.-All lorc80250 and or leas except Mian sfrown. TOP CHORD 23=1888/0,3-4=-18860,4-5=46850 BOTCHORD 9-1P_wit]689-_w1s88,Tbb11178 WEBS 67=-1209110,2-10=-128i SSaW,2-9=0/650 NOTES 1)Unbalanced Moor Ilve loads have been co sltlered for this design. 2)Reashmend 2x0 aVongbaM,a edge,Spaced at 1600 oO and Widened to arch turas Well 34nd(8131 x T)nails. Stmngbacks to nb attached to Walls at their order ends or restrained by other means. Joaquin Velez FE No.0182 INTO USA.Inc,FL Ced 8830 HORPaM1eEMBNE.Tampa FL33610 D. August 21,2018 Q WAPNM —a cal I—e—r-as' ... �skjv • HMIxX ) Ixl i,ela ,,11", ; l14r1- MiTek k ton,nlgoro. naM v.nmeaon arcl I—lrn eflmt•asVal lrussy5lelnAwell nwnx CA.'plx�PwM/Cn FWhP cae,cenr 6-I 4'11k,Fen retl yINIyIWmIpbPWkA'e aaN Lrxa Rale Irss11Me,21tl N.We Arnel.SYb TR.Navaxbx VP RR91 E. IDra FL 33510 Job Trm Thee Type Gly PlySPRINGFlELDBUILDERS224PP TI 38 580 10-0]0013 FM Flom J 1 Job Reference(odustr e BMC Mitlway Truss, Mitlway,GA 31320 92200May242010P-WIntl�smes,Im. Tum Aug2111:13:472018 Pagel IDUufiCV90.1Z910Y32gc081y52OP-OOEiPM43RTymW OtlKiTCBguOVRiNVWBA_MeOM o-1e H1 244) 1bd1F sw.:381 6x3 II 1.SG1= ae= 1.58 II 1.6x3 It 36= Set II 2w= Ans= 300 II I 1 2 3 4 5 6 ] 0 8 qq �iJ IY 15 N 12 11 38= 361= Set= L8= 1.SKJ II 1.Stl II flab= t21-12 1410 1?1-12 6114 PlateORaGS DLYI- 20-1-B.EtlgeL f5O1-0.Etbel.lU:bi-SEtloel.115:b1-0.Etlmi LOADING go, SPACING, CBI. DEFL in (lot) Well VO PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.53 Varqu-) -0.1315-18 >880 400 M120 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Ved(CT) 0.21 1616 >fiO4 240 BOLL 0.0 Rep Shea mm YES WB 0.37 Hoa(GT) 0.09 10 Na Ne BCDL SO Code FR02017/lPI2014 MMOx-S Weight:97 to FT=0 MI^E LUMBER- BRACING TOP CHORD 2x4 SP Na2gal) TOPCHORD Stmclural stood sheathing tllreclly applied or fiO-0ot puhtns, BOT CHORD 2x4 SP No.2(flaU general end vadicals. WEBS 2x4 SP III BOTGHORD Rigid telling tllreclly applied or GPO oc bearI REACTIONS. (INsize7 18=61]MS-0,10=308/0-58,13=1140rL-3-B Mex Otav 16- .5(LO 10),1 O-3e3(LG]),13=1142(LG 9) FORCES. (D)-Max.CompUlAtTen.-Afl to..250 i1b)or tess saxopt M.shove. TOP CHORD 23-1553/0,3-0=155310,4 1553O,5 465,674/465,7-0=512/25 BOTCHORD i5- fi H117,1415=M 553,1314=011005,12-13:I-261512,11-12=-215612, 10.11=261512 WEBS 6-13-21g9AT,2-181 513=-132000.2-15=0/403,5144 0,41-14-2560, 6-10-58227,7-13=78900 NOTES 1)Unwanted ratin live mads nave been considered for Nis design. 2)Recommend 2x6 gmngbads,on edge,spaced at 10-00 oc and f emend to meds resistant 510010.131•x.61)nails. Stengbecks to be atteched to salla at their outer ends or restrained by other means. 3)CAUTION,Do not erect news backssNs. JoaquinYWZPENc.68182 Mink USA,Inc.FL Can 36L 6401 Fare East 3Nd Tampa R.33610 DMa: August 21,2018 AWIM/NO sersn mE practoaa timoc E Unann'Vai -aiyuan'ss t '.I 9 m " r I I ans""I.........1111 11,It, a,1., 11111, 1 1 1......I II- "I" ,,III -1111�ff­k'�IIIIII-it­­ 1,1 1". 11.... I ......' N-I"' r,,"ro 111.1, 'It' In—I 'I'll I -III .t,11 ,IV At IIII ItI Ily 11 It, Mitek' a M a µ 1 b I n nw �ukl sv II, dv lm Y 4 al 1 wa. m ,ANW/IICwYyLbb,WaJPmOK'L4YOIp Campw�WM NMPede E"18sl bMxxVMlMppvMMM1amI fMle kmllMa'[IBNt b1�wl Site 91 OlexaMila 4412111 ieiryL FL 3%fa JOU T. Truss Type ON Pty SPRINGFIELD BUILDERSIL24 PP 081581 IB-0]W03 FOS Floor 4 1 Job ISMiTca 'orlal MJC Midway Truss, Midwey,Gq 31320 fiP20aMay 2k 2019MITek IMYelnealKa"u Aug 2111:10:4S"W4ege1 IDOu]nCV3l�IZpMV32Bc081y320P-uco9dGAArR2Kew4unLB1pFc0orQ55RPjWCyIeOL 01a H i 280 144 _ 2-1 4 Sense=nzes 1.56 1.m= 3a I.W 'I 1.N3 II 3N3= 3111 Sea= 1.5611 1 2 3 L 6 ] 8 �1e I� 12 11 B site 3a= 3a= 3a= 3q= 12-1-12 1 a 17-0,0121-12 P 8 x812 Plate OB - 2:0.1-12 Etl a 10 0 2 12,Edged,111:0.141 Etl 12:01-8 E a LORDING(pet) SPACING- 2-0-0 CSI. DEFL. N Apo) Mouth Ud PLATES GRIP TCLL 40.0 Plate Grp DOL 1.00 TO 0.51 Val(LL) -0.1212-13 >999 480 M]20 244/190 TCDL 10.0 Lorton,DOL 1.00 SO 0.59 VBR(CT) 4.22 12-13 x61%) 240 BOLL 0.0 Rep Slices Ina YES WB 0.38 HozICT) 0.02 10 Ne Ne BCDL SO Code FRC2017?PI2014 Maltlx-S Weight:851b FT=IMF.ME LUMBER- 911=116 TOPCHORD 2x4 SP No.2(#W) TOPCHORD Structuredwood sheathing direcllyapplled or 0-0-0 m pullim. BOTCHORD 2x4 SP No.2dat) except and Verticals. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid ceiling dlrealy applied or 10.0-0 w blazing, Except 6 0.0 oc bmang:910. REACTIONS. (Ib/s12e) 13590/0.5-0,9=102MMchanlcal,10=115210-38 Max UPS"9 I U-C 3) Max Gov 13593(10 3),9@41(LO]).10=1152(LC 1) FORCES. (b)-Mai Canp.M Ten.-Aflfomes250(Ib)ulnasexceptMmshown. TOPCHORD 2-3=-134Sb,3-0 131Y0,4b=1315b,584r7]i,8-]b/IBB BOT CHORD 12-134H028,11-12=N1345,10.11=WBa2,e-1�28d2W WEBS 2-19=-1124ro,510-1359ro,2-12-09fi1,5-114/]4&a-11=28]ro,]-9=2T]288, -1P_-]ObD NOTES 1)Uroalanced floor live mads have been mrwideral for this design. 2)Refer to gi dens)for truss to tnae connections. 3)PmVitla mechanical mnnecton(by othao)of[loss to bearing plate capable of wlltulareel 81 Ib uplift at joint 9. 4)Recommend 2x6 strongbacks,m edge,spaced at 1(Y0-0 m and festered to each truss vin 3-1 Od(0.131'X 3)nalls. Stmngbacks to be anached to"is at tUeir outer ends or resNellletl by other mears. 5)CAUTION,Do rut erect truss backwards. Joaquin Velez PE No.68182 Mad USA,Inc FL Cad 864 HIM Pak,East BNd Tampa FL 13610 Do August 21,2018 Q MYOMOYer�4elBnlnuNeNaF1088IFH pI aIgWe MCLIq®YlEx pffgINCE II0E 361x19 m.IM6W16IEWaE e9E I]a9Bn w'Ml la wars` M1e c .Rk-tlpnkLvAaeyupcnpmtlwiuMklaWWagcan[rxmL roi use. drilMammulattyMqkttlNodranniocemlasawl .,irra .e Mkdead. lJ•hderaMa ..zxevenlmcMtlryoMmww/awmA .'.acdMmaaismn-era[tl xep I k Wnh raQ.Mad Idhtl%Y wJbgevmi wAlW¢wxh WlAe�•]xeeYatl PWalYtlTntge.iw 9emd P16aKe,e9a 1911re IWICOIMr tlalaae 6alNa'y.aeclknatld¢,p of auw�eadlnmrytlanic®MpPM2 pyyyMN61 p1NAgC/Ctl 11/myr CppMb1 aPoJ eeb EMBW. MIx6VakYiNut3'tlepan one[Nulekeaxae,Rle N.Lea Meel.9xle a1R.Poured VAY111 a. Lenp.FL 33610 Job Toss Times Typa ` • Ory Pty SPRINGFIELD BUILDERS224 PP T140816a2 18417I14103 Fee Floor SuppmNd Gable 1 1 Job Reference nar BMC-MlEvey Tmss, MiM2y,[.A,91920 0.2205 May24201PWpM Inewuies f4Uue IGMCK1e:SoLpbH Pae ID:OUTCV30.1ZUdV329c001y52OPMpMSgMOdNBB4NL2MLYIG]RGNeRSOLpDH9%yNOK Irks O*8 Sce-199.4 &8 FP= 11 2 3 4 5 e 7 B e 10 11 12 13 14 15 16 17 18 19 So 41 Iq 3e 30 37 36 35 34 33 32 31 30 2e 29 27 26 25 2. 23 22 21 Y 3W- 3x4= 14= 3B FT— Mal 2380 LOAMNO(pat SPACING- 2-00 CBA all In 0.) "1 Ld PLATES OBIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) We - We 999 W20 244/100 TCDL 10.0 Wuni DOL I. SC 0.01 Vert(CT) we - oe Bell BCLL 0.0 Rep Stress Inc, YES WB 0.09 HongCT) 000 21 We We BCDL 5.0 Go0e FRC2017RPI2014 MaM-R Wal 103 In FT=0910%E LUMBER- BRMINKI TOPCHORD WSP No.201M) TOP CHORD Structural wood sheathing directly applied or 6-O0 oc puans, BOT CHORD peal SP No.Pgla) etroept and usalcu ls. WEBS 2e4SPN0 Nat BOT CHORD Rigid calling directly applled or 1OQ0 w among. OTHERS 'dal SP No.3�lla) REACTIONS. Allbacrun 23-89. (ID)- Wo Grav All maMom2Wlb Orleaset jolnt(s)21,39,30,3T,WW,34,33,3231,W,28,28,27,M. 25,24,23,22 FORCER. Ob1-Mev.Comp.Mlae.Ten.-All fomes 250(ID)a less accept wfien shown. NOTES 1)All plates are 1.5X3 MT20 unless oMerMse indicated. 2)Gale requires continuous bettOm dtnm bearing. 3)Thee to be NII,sheathed from one lace or securely braced against lateral movement(i.e.diagonal weed. 4)Gale studs repaced at 1 40 cc, 5)Recommend 2x6 slmnglast m.on edl spaced at I(i oc and fastened to each Wes with&10d(0.131'X 8)dale. Strorrpacks to be attached to Ovals at their outer ends or rental by Other meads. Joaquin Velez PE No 69162 all 0sk Inc FL Carl deb MN Parke East Bad,Tampa FL Me Dan August 21,2018 WIaNWfi-VW MWyry ~ry ma N[iOWOIFBCar ANDNCLUO E (hJpr WWlauecvYYw•4tn MllaeacaawcM.RAtla�Y WotloNYw�� I kry .o"cou .n Inpiplwn aegaue.btunlgV�wrmW sally 11a g4ik:RilNol tlalr o4 dell 1cc oVatll _ blemse, aMgMcnb4abgxaihwYlgclrMhlltl M1ul WIUVA/ '�'nl Y. allll� .il1 v �a'mdM Yp �ITBk etlwq�rtpKtlktrtHlvaW bpswMcMmmwmoaooMf dHrvaw rvor.•,b�✓-myp. 1. m.�,olu.fu,u' Uei�xJire wcncmlon nanpe,eeNwry.aa:tlonaiedanq mtnmmd ma FMerin a.uFNvlm 4Na+rcmm.�d`Fs4saia Acs ANn6M camP=sarW mw a.m.a.n ase. alwMAns�amsran m,<FN4a rwxene.214 n.lae Aaai.ane 9lz raa.aiuia vnn3l ra,•e.,FL 338ro Job T. Trues Type Ply SPRINGFIELD BUILDERS424 PP 08YSIX i&0]9103 FO] Flaw r 2 1 al,Reference Omar BMC-Mitlwry True, MlOwey.GA.313M Ill May 242019MITek IllOQMp2pEEHue ArG2111IAHq 2018Pegs 1 IDOuhICV3A_IZ910V32&BB1yS2OP�gRxglyiON3p2pEEHumm5FpB8cTiAHgFZiI(96RYIsOJ 018 H. 28-0 11 12 1, :2, 1.Bd a1 e sM�tae.z 2R= w "= 'aB FP= M w 1 14= 1 2 3 4 5 6 ] B e 10 11 12 22 21 20 18 18 17 1s 15 14 is sW= 3118= 31B FP= 41112= 'A8= b8= 1s 4 834 1L12 PWe Otlmb Y :02AE 8 4.61-aE 5.0.1 E 56312E IG618Etl a 11:0.19Ed 18:0.2-0EO e LOADING(peg SPACING- 2-0-0 CBI. DEFL in (Idol Weft Ud PLATES GRIP TCU- 40.0 Plete Gflp COL 1.Oo TC 0.]2 Ven(LL) -0.2220.21 aeB] 480 W20 SWIM TOM 1010 Lumbar DOL 1.00 SC O.as VaN(CT) -0.30 2D21 0853 240 Boa 0.0 Rep Stress hear YES WB 0.58 HOG(CT) 0.05 13 We We SCOL 5.0 Code FRC2017RP12014 Abidx-S WelgM:1201b P =O%RME LUMBER- BRACING- TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing direcbyepplletl or 6A oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.l or 2x4 SP Estill'Elaepl' except end vedlcal 1317:2x4 SP No.2(bg BOTCHORD Rigid ceiling directly applled or 6 0-0 do beating. WEBS 2x4 SP Nestled) REACTIONS. (Mize) Y1=833N54,13=2BVQ38,18=1Ha133b Abdo Grev 22=848(LC 10),13=359(LC 4),16=1453ILC 91 FORCES. 11b)-Max.Comp.IMax Ten.-All forces 250(Ib)or less except ween shown. TOP CHORD 2�-251b ,3<--2514/0.4-5=-26960,56=-2305N,6-0=-230510,9-9 ]83, 41(�d]83,10-11 496/149 BOT CHORD 2122=0/1 5 75,20-21=0/d69 .192Rd2696,1319=N2696,1618 1279, 15-16=-146.498,14-15=145496,1310.148/490 WEBS 916=-253N,z-zL 1]2fl/0.6211038,321-307A),421=-035/124,316—181 318=41 21 0,5-19—]43N,11-13=-538/180,1048=-959Po NOTES 1)Unbalanced floor live lMes have been mOSMe al for this design. 2)All plates are 1 5168 W20 unless otherwise indicated. 3)Recommend 2116 stmngbacks,pn edge,spaced at 10-0 0 oc and fastened to each them IMM 31 Od(0.131 X 3')MIS. Stangbecks to be atlechetl to walls at their outer ends or restrained by other means. 4)CAUTION,Do rut erect truss lowkwards. Joaquin V¢I¢t PE No.63182 MTAUSAJnc.FLCed O34 M0 Parke Earl Tampa F1336ID OMs: August 21,2O18 Qe48 .,rry =jo—n.,. daswmaeom ov n«s wa.ass ce vm I'. PisAi1WM1 wY In MlctecarlrrvcMs.IMde<Y,TkIKwi MYr Fx1n hI. ryr®ryyan�l IMb.Mptle9arer nrslwryl¢n[(Ax[ILINoI OmlT yso- I 'u13h { h4 Pgl]WIrYI wl,d.e;. ea�imamkro Premie w:e�mnaw..Yn�wmmefor n. :," h r13.,.Y1 ,�� o„ere�,l MiTek 4W.vPraTY�MQtA'""'"ermicdhe s'Slhpmge dYi�YaNPwrvry knnyp. lel[V1vx. NJJ��x»1e{gcYp Na 6900 Pmke Eal Batl. "a"Ikn EWroO.OeNaYerrn S—ho oname. Wm me strmMimic ,Ale NI VAMls 09<S ap"'S Fu/9rP 1%rMoaear AMr1YFbwrlxPv�IK tPnMa PalaxWOe.RIBNLeeeTee1.911a 312,IbYuvIY.VPY[ 16 a L r 'Job T. True TypeOP/ Ply SPRMIRELD BUILDERS424 PP 48BI694 lit&07&03 FOB Flan 3 1 Job Reference(nduarr BMC-Midway Tna6, Midway,Gq 31320 8.2206 Mey242012OPIBlntlasldes.Ino. Tue NYJ211 MWN3 91BPege1 10:W)nGV3A_12BN326cBety52OPIBU0F1120MrvROpTSTPptlSMKMrevINfio]4N]PyleGl 2" I� 18-0 1.64 Pke aeele=1:30.8 el 3N= 3x4= MFP= 3B= A411 3x4= 3N= 1 2 3 4 5 8 ) a 9 10 11 12 23Ig U 21 20 19 1B A to 15 14 13 t 334= sees Rel MFP= 4x12= 38= 42R1074 lw 2330 P2-14 ~14E 53a ]i12 PMte Otlsata 028E a 4.O18Ede 5.018 10:01 BE 11:0.18 Ed 18:0.2-0E LOADING(pef) SPACING- 2-0-0 CSI. DEFL In pod) VW1 UC PLATES GRIP TCLL 40.0 PIMe Grip DOL1.00 TC 0.66 Ved(LL) -0.1020-21 >981 480w20 2W W TCDL 10.0 WmIner DOL 1.00 BC 0.75 Vent(CT) -0.26 2021 X724 240 BCLL 0.0 Rep Stress lmr YES WB 0.56 WRdCT) 005 13 We Na BCOL 5.0 Cotle FRC2017?PI2014 Mmdx-S Weight:117 lb FT=MJ,F,0%E LUMBER- BRACING TOPCHORD 2x4 SP No.2(Bal) TOPCHORD Stmolurel wood sheathing directly applied or 6-"oc pudina BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.l or 2x4 SP SS(BeQ'EXcepl' .,t end veNoal.. 13-17:2x4 SP No.2(gat) BOTCHORD Rigid ceiling directly applied or 6 M brazing. WEBS 2e4 SP No.3(Xat) REACTIONS. (IWslm) 22=81 M NanV.N,13-28&038,15=142&&3-8 Max Gray 22�5(LC 10),l3 W9(LC 4),16=14M(LC 9) FORCES. (E)-Mai Comp.M Ten.-All Ioees250(Ib1orleesexceptellenshown, TOP CHORD 2-3—2415N,34=-24150.41 258&0,5 -223600.68=-223600,BA=Oel82, &10-&82.1011=41zflfl" BOTCHORD 20-21=O SSS.19 20-0f25(33,1&1B=0.2583,18-18 11247, 15-16-141/498,11IS=-144/498,1&160144/498 WEBS P1fi=2550,2-22-16650.2-21=0/1005,321—WVC.0.21-40SHd0,&16>185N0, &184M11]t,5-1B=EnN,11-13-54O�160,1O16=B51N NOTES t)Uldaltsar 1.5live loadshave been wrainaredforints design. 2)All for to are 1 s)x3 Mr20 unless conned Irdlwled. 3)Refertogirders)for trrgAzes t0 ,onries edge,seroz 4)Recommend 2x6 a�ta l ecko aledge,e r ordeal ds or oCmi n faelenth to Mean wu with 3104(0.131'X 3')nails. SAUTI N. tote adecnetl towallsat Ihelr order ads or resVNnetl by other meare. 5)CAUTION.Do not erect truss backwards. Joaquin Velez PE No.60182 WTOUSG,lee FLCen66L HU Parke Ea9 BNd.Tampa FL Me D. August 21,2O18 Doelnr a rime oNyp eon ONOlE50N 1X61NO NCLVOFO EE Ow�wYJ hxuw orvv rro .:ims.lm NeL{mnlvae[1 aaVat rbr 1 1 bInss Mian telae InedllSq�mul vain Bwa�Wa�x�kNu ATW .. W JCYpebbn 9«lgtMealedkt pevaY WekNq uIMJIKAtl INOwelaa[p 1 , rly ki 1r,-1 1, 1,11y I""—r i,x{no MiTek eWmR�N3AM rweAYNYaM1 peeM1cd14®uM�M�W��✓J tYaYaMP rx .4, a.ukM ev11M, xca;mlm xaaea.dway.a �wiaanwrgolni�mummmlemcseeeAxannr 4iwsyemm wwF�AexwwnP eomPa.«rc cee4 Pan.Fa,131,e. . auFMr6raxesrrnmmle can lnslrme e.e5ne,rz1eu.la�sn«t,s6rem2,rLaa.km.vnn314. Tanpe.a 3xio JOD TmM Trull Type ' Oy Ply SPRINGFIELD BUILDERS&24 PP 0 6B6 B 160)9103 FOB Rom 5 1 Job Reference Tek i tiorel BMC-Mltlwey hiss, Mitlwry,GA,31320 9.220e May 24lySWTek lntlujNg3mMNIO PuAguUs 8 lElnp Pal IDOUTtGV9AJZMW32Bc801y820P-n01 DSeIInR3m2%NIOBW2AAoUSPB1eCIEtryq>l�ryeleOH 2-61a-0 i 13.0 IY sale=1:270 tb6 II 16`2 11 3B= Isa911 34= sat 11ba II 3a= ISO 1 2 3 4 5 6 7 B tq 16 It 14 13 12 11 10 ` 9M= 3M= 'w 11 1Sq 11 'Sa= S&= 9-292 f 167-0 15-119 9 :12 M 5.4.9 PMte O9eels IXY)- 12:0.2A Etlpal Id:0.1-8 Etlgel 15:0.1A EOeel R.02-6 Etlgal LOMNO(pal) SPACING- 2-0-0 CSL DEFL In 00t) Yeah Ud PLATES GRIP TOLL d0.0 Plele Grip DOL 1.00 TO 0.84 VeU(LL) -0.20 12-13 >947 490 1 W20 2441190 TCDL 10.0 Lumber DOL 1.0O BC 1.00 Verl(CT) -0.27 12-13 >994240 BCLL 0.0 Rap Shares Incr YES WB 0.51 HordCT) OAS 9 Na Na BOOL 5.0 Code FRM17ffP12014 Matrix-S Weigh:at lb FT=MF.ME LUMBER- BR ICWG TOPOHORD 2x4 SP No.2(flat) TOPCHORD Stmclural vvotl sh.a ing brashly applied or 6-0-0oc pulliro, BOT CHORD 2x4 SP No.2(fls) except end Yeriloals. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid telling dial al or 2-2-0 so Dlecing. REACTIONS. disslee) 9- VIA 3.0,14 7IMecbamral FORCES. (ib)-Mex Camp.I1v1ax.Ten.-Alllomes250(I1h)orlesseesebetalleashosen. TOP CHORD 2J=2548N,S —2545'0,45=28079,56=253010,6-7-2530'0 BOT CHORD 13-14,41157$12-13=012906,11-12-02806,1619-10,W1607 WEBS 2-14=-17400,2-13-GnO78,&13=-297M,4-13=-532/53,7-9=-176&0,7-10=G'1020,510-59338 NOTES- 1)UlLelancetl floor live loads have been considered for"a Eedgm 2)Refer to girderhe for truss to three connedical 3)Recommend 2x6 strongbacks,on sore,eased at 10.00 oc and fastened to each tens all 3-tOtl(0.131-X3')nails. Strongbacks to he a9eched to wells at their ruler ends or restrained by other lasers. 4)CAUTION,Do not erect lmss boareaNe_ Je mWil PE No.0182 MTNUSAInc.FLbtlBLL MW Palke EaR9NLL Tampa FL 39810 Data August 21,2018 V O Mh YI ,�.nly y­Ih l", I'll IIIII,­lkl— I Illy I'll 1111-I'll l AI I W 1I 11 111 �I l H 1 . , 1 �1l .„a MiTek- 1 - A x. vlvk n I n IuitlJ ax � m9N6. I IabkMk i qe dJNe�y-e M 11 o-l�q oil 11 sss cn ANWiM1Vy" 1, 4,O51dpanElC9luphp Gbmpmenl 6901E L3 m Mlyabmm[Ntll Ye to I�NnM kulXWe.RI9NL SI ee1..9tl1e 91 Lie NI a%/11 A. ieyrya.LL]S10 Job Tw T.TypeON Wy SPRINGFIELD BUILDERSL24PP If 8&59G 185]W03 FID Floor Girder1 1 Job Relaerce o poral BMC-Wdwey Truss, Mitlwey,Gq 31320 0.2206Mey 242018MITeklmmalrN;Ion. Tues Aup2111:18:532(18 Punt 10. TnMWIZ91M32 NlyS20P-Fabq-Ug BdgtVs uRHitP )(pZON120GRZUClylii o-1a H Z&O 1-02 3cele=1:13.5 apeul 3psW 1,15s; II Spcul 9.= 3.4= t4v3 II 1 10 2 Speoiel 3 11 4 0 .W p Y 76 5 156 11 156 11 98= N= ]30 759 Plate Cftseta(XY1- 8:0.1 e,Etleal.13:0-iB.Etlael LOADING(pan SPACING- 2-0-0 CSI. DEFL In Pec) VOMI LA1 PLATES ORrP TCLL 40.0 Pope Grip DOL 1.00 TC 0.84 Vertft-Q -0.05 7-0 s999 480 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 VmpCT) -0.07 7-0 s999 240 BCLL 0.0 Rep Sdeee Imr NO WB 0.29 HOG(CT) 0.01 5 We wa BCDL 5.0 Code FRC20T7RPI2014 Melrh-S Weigh:37 to FT=096F,0%E LUMBER- BRACNi TOPCHORD 2x4 SP IMF 1.5E or 2x4 SP No.l or 2x4 SP SS(fian TOP CHORD Structural xvod sheathing directly applied or& ad punas, BOT CHORD 2x4 SP No.2(Ilen excmpl and vertical.. WEBS 20 SP No.3(pan BOT CHORD Rigid wiling direcriyapplled or 1000 ad Grading. REACTIONS. gel &891N 8,5_7451MecYanlcal Max Uplift&l9(LC 10),5-59(LC 9) FORCES. gb)-Max.Comp.Mix.Tom-All fomes 250(to)oriessexosetvahsOshowar. TOPCHORD A-5=-30595,2-3=-951N BOT CHORD 78=0/951,87=0.951,SA=0951 WEBS 35-104&0,28--103&0 NOTES 1)Unbalanced poor live Ideas have Dean considered 1a this design. 2)Refer to glrca(5)top times to Ica com or ns. 3)Provide mechanical comedilan(by crimps)of truss to Gearing plate capable of withstanding 19 to uplift at joint 8 and 59 to uplift M total 5. 4)Recommend 2x8 slmngbacks,on edge,seemed at 10-0 0 oc and fastened to men Imes won 3-10 o(0.131'X 3')nails. Seongbacke to Im atlarhad to wells at their outer area,or restrained by other means. 5)CAUTION,Do net erect muss backwards. 6)Hmger(s)or amer connection devices)shall be provided sufficient to support concentrated Ioa0(a)221 to down are 181 to up M 1-3-6.17410 down erre 181 ID up at 3-0-0,are 199 to down and 181 ID up at 5 0 0,are 2291D dorm and 1401b up at 7-24 an tap chore. Tne eeslgNselectlon of auch connection"w(s)Is the respomsibllNy of others. 7)In the LOAD CASES)sachem,loads appge0 to the face of ones was are home as front(F)or back(8). LOAD CASE(S) Standard 1)Dead a Floor Live(balanced):Lumber Increese=t.m,Plate Increase-1.00 Uniform Leads(p0 Yew,5-8=-10,14=-100 CopsaprMed Logics(Ib) Ved:4=182(8)2=141(B)10--141(B)11=141(0) Joaquin Vela PE No.69162 WTAUSA.1- FL60 l34 6906 Parke East BNd.Tampa FL 3316 Dm: August 21,2018 QpF.Vwn-ni,s,�' ..emasm.oreaw.rpmaeo.anl0m a.iaareFFFIuxCE e.6ar m,...rammrs eFfOae vee. �• p>a4P�va9tlb W a6yv4N MIeXAcwreclwf.RE[k'ypn h�J wYY�V>t�Vxanalen Nwnt aW hMm MIN1x9luMPq cmW�mnl.rot I In6>1Tlari BBlpe W.Xa MWYV d�aA melvWNlaeg9lkdlllydde4q�pzm�eleaond pepemY Ah"KWA'W"k'ypO�kYwX.0 Awaraa3MBa.r+daMmalaY.n�«aKmlroMmea WRaJN My�amarLY6�np4ed.2wM1aWRvNN.LaeawaMgsHhareeWN.ysM4a1pewl3¢1zsv�u�m.a4Iee/ayidd/m11.vamn�o�zaz7niO4.F�h eLyxvtlm�gvalmF�mihIdetl4TwOiCrmeap-mwmWp Ia MiIns atl relhtams m. Eml6N6 1.e11 . aero Job Them Them Type • Ob Ply SPRINGFIELD SUILDERS224 PP T140e159] 18-019403 F11 Floor Olken f 1 J4 1T0 Ne11w(opmrell BMC-Mitlwsy Tress, Mitlway,G/�31920 8.220s Mey242D18No I Sea I 1PImOLt ftRWUllc. TW AUIg2111WOOM058NW 1 ID:OIPM:V3A_IZBIOV92Bc801y520P�m9LiNkRHJUV)21DyWF6zry0yYlBBXNU512FkyleOF .is H 1 28 ��d� f.6U 0`118 1 112 6We•1:268 Specal m= 32411 as `ygII 1 2 3 42M- 5 6 ] OW 9 y1q 1T �;�"1-C:;P,jC.. • 111 '1I 13 12 11 3x5- 3e4- axe- Not 10.64 tld4 81404 ___ eAAY'6e 1 M 16N 0.8r1 668 D68P1 L d Ob1P Plele OBSNs(XY)-- 14:0-1-B.Etl0ei.fe:0.1-eEd9e1.112:0-1E.EtrMl.114:62-O.Etlgel Itfi O18Etl9el LOADING(on) SPACING- 2-0.0 CSI. DEFL. In 0.1 VdaB W Iiiiii GMP TOLL 40D Plate GTo DOL 1.00 TO 0.54 VON(LL) 4.03 10.11 >999 48D Ni Seal TCDL 10.0 Lumber DOL Too BC 0.35 Veni -0.0816-17 s999 240 BOLL 0.0 Rep Sows Ina NO as 0.34 Hoa(OTI 0.01 10 We we BCDL SO Code FRC2017aP12014 N&I Weight:5610 FT=0XF,0%E LUMBER- BRACING- TOPOHORD 21 SP No.2Mad TOPCHORD Shorturel wwtl MD fling directly applied or 600 oc puNrl3, BOTCHORD 2x4 SP No.2MaC except and Venkal6. WEBS 2x4 SP No.3(flaf) BOTCHORD Rigid Telling directly applied or 6-DO oc owing. REAOTIONS. All teanngse-00exceptoWength)10iii (Ib)- Max UpIN All JAM 10011horlmsazjdrthnsoced 15=-milds 4) Mex Grsv All mac om 2W lb or less etjdnt(s)except 174N(LO24),10=419(LC 4),16=425(LC 9),15=266(LO 24),14=1tim 9) FORCES. (IDI-Mm.CaenPaMex.Ten.-All loran 250 QD)a leas except w9en drown. TOP CHORD b50.18fl/882,5A0.192/8]8,e-7=6729,18=�2Po BOTCHORD 16-17=15 4,1314 23,12-13=0/623,11-129 ,1O11=0/8M WEBS 5140.2589,2-170.351/1],414=d7I205,2141939,4-15=-28&138,B-1P_-131/0, 614=-1409/44,612=M/281 NOTES 1)Unbalanced door IIVE loads Dave Deem wrsitloretl for this deslgn. 2)All plates are 1.5x3 MRO unless Otheri refflicked. 3)Provide mecM1anlcal wnnectlon(by otheu)of huss to testing plate tapas a of withstand n,16016 uplift N joint 15. 4)Rewmmend 2x6 strengbacks,on edge,spawtl at 100-0 w anis fastened to NEW Huse Mtl131 Do M.131'X 3')wells. Sim ngbacks to he attar ma to walls at their outer ends or restrained by ME,means. 5)CAUTION,Do not Bred MISS Dackwaks. 6)Hanger(s)or other oonnedlon ceviw(s)shall to provltled suf r lent to support cmcentratetl Insists)MS Ib tlom and 15916 up at IUST2ontopchocl The dempoiselectlon of sucDconnecHontlevice(s)is Me respmsibehrof others. 7)In Ne LOAD CASE(S)section,loads apps to the lace of Vre Wm are noted as Vont(F)or beck(B). LOAD CASE(S) Standard 1)Dead+From LNe(Delsomi Lumber Imaeme=l.OQ Plate Im morse=l W Uniform Loads,(psi) Ven:10110,1-8=-100 Cmsentreted Loads(Ib) Vert:6=54.5(8) Joaquin Vales PE Ni Ii 036.Inv.FL LeR36b 6934 Pante East BNO.Tampa FL 33610 D. August 21,2018 Il4 ver"..,NNS. 1 1 MIl P r M A 1 Yry ihl M9NY N 1 N Ipu - L 1 rs .x tt I _, ' .M1.x t yes, s n . 1—Tr f,w ut—n,,i >alnren ee m wwo«vgan .�. J —Wor vmr ass,CTande, mew:rAamecomoe.m saw nm 5r exa. laffirt fiesmrveHdAu aun —mmeF¢1More.rzmKIan"i 0Oa 111,gemzreme VEnril - Teri FIL a96Is Job Trym Thum Type i IN Ply SPRINGFIELD BUILDERSSL 24 PP 1497 N 13078973 F12 FLOOR 9 1 WAC-MIdroY Terns. Mldwry,GA.31320 3220 a May202010MtTekl...,Ile. I.pug 2111:13:552413 a'.1 ID:Ou7nCV3klW32 NlYS20P-By5gI CbRLN6EWTIWWO=OrYPry12M.pYNOE 0.18 O1A H i 190 1 2i0 ZtHI 1 1133`0 rt Yp=1303 Sea- A4 11 88- 324- 3A- 3x3- 2 3 4 5 6 T 3 9 I i1{^ 13 14 13 12 11 Iaa 4I2- Sal Y- 31A- l 2rz-tI rota rose dy &&o sun 18-5.8 Plate 011aet(YY)- I3'&32.Edges.15'0-1-%Ed I I&&1EEdoeL 10'02JEddaI 114:02-121,11081 LOADING Ip9q SPACING- 2-QO CW. OEFL. In Iloc) UdM Ud PLATES GRIP TCU- 40.0 %ate Gnp OOL 1.00 TC 0.34 Ven(LL) -0.22 1314 >B65 CSO MT20 24U190 TCDL 10.0 Lumber DOL 1.00 BC OTB Ved(CT) -0.28 13-14 >706 240 BOLL 0.0 Rep Stress Ina YES WB 0.62 Hoa(CT) 0.05 10 We We BCDL SO Code FRC2017aPI2014 M91dx-S Weight:95Is FT=O%R ME LUMBER- TOP CHORD UMBER-TOPCHORD 2R4 SP No.2glaR TOPCHORD Struduron wand sheathing closay applied or 640 ac pullim, BOT CHORD 2x4 SP 16MF 1.5E or Slut SP No.1 or 2x4 SP SS(flaQ except aM Verticals. WEBS 2x4 SP NoGglat) BOT CHORD Rigid ceiling dimAyapplied or 10-0-0w bracing, Except: REA(CTIONS. gb5lze) 1k799N3-3,15=1)918&B 6-0-0 oc bracing:14-15. Max Gran,10681(LC 4),15=1791(LC 1) FORCES (lb)-Mac fnmp,%teec Ten. All fortes 250 go)a Ism except M.skawn. TOP CHORD 1-2441082,210/1085,3-0-2431/61,45-243151,58=2197/0,6-7-2WBAD. 7E=25280) BOT CHORD 14-15-527/1382,13-1 441097.12-1342797,11-1242181,10.114/1607 WEBS 2-15-255,10.t-15=12640),&I R-176319,3-15=-193119,&114/1019,&144/1289, 7-11-271/57,4-14=2915,&11=613249,514=E8119 NOTES- 1)Unbalanced floor live loads haw bean considered for this design. 2)All pioneer em 1.5x3 MT20 unless offamise indicated 3)Recommend 2x4 saoetgbaeks,on edge,spaced at 1000 x and loppeam d to each them Mtn 3-10d(0.131'X Y)tells. Strorlgbaclos to be attached to walls at meirouler ends or rmtralned by other means. 4)CAUTION,Do not erect truss badwards. LOAD CASE(S) Standard 1)Deed♦Floor Llve(balanced):trial Increesp-1.00,Plate Increase=100 Unit.Loads W Ven:1616=-10.1-9=-1 OJ Concentrated Loads(lb) Ven:1=600 Joaquin Velez PE Na 68183 Mirk USA.Inc.FI-Cal 69U Parke Eaet BNd.Tampa it 38810 Dat.: August 21,2018 alkWa aNHt-VM/yCWenryram MOlm al elfµP NCLVOEa bay.O ��' w >✓Y WTMLkaa -Rk�iVra LbNaYYNx IA el Oen agile P¢f ILe IxW}IprleYyrermul ceMylM q{ebaFIIN� 11 II _ .gal b..tlri9df9t BMgkMcaclla elXaVmidcdlryal k,HUA9ltl lnmwet / 1 i A . IdxFq MiTek x Wlgsr yletl al2alyadbpaieracMyee Mlblx�'e nawnllM I r �N Xrv• I[HF`nlbnp dwNay.erxMnatlllIXld NOrmeaoglms apiece AMy1rylgy�CMN,Pf1/Fnp KLWYp LompMMl am•Pe Nfly MpmreNrl - {c 1w ThURolekWkae.Rla N.les Sreel Salla]I1 Plam2Mb VA2251A ferry..FL spho 39610 Job T. Trues TYPe t Ory Pty SPRINGFIELD SUILDER5824 PP TIMM676 19-0]BM9 Al2 qod Special 1 1 EMC Mbway Truss, Mid",GA 31320 8.220 a May 242010 MI I"house'".Inc. Toe Aug 2111:10:312018 Pagel n a� ID:OU7ICV3kdV32 Niyswp-uLGpSW.MIJHdHG27pE%yJl¢v UW0EKWAaOc t1 t��z 1 wa 1 e4a 1 uz atota 1 d4 swe-174.5 Se- sad F12 3 4 See= 4e= 3B= &4 1 _ y= r 6 3N i B 10 4e�2] 2 3 20 m 26111 12 13 B6 &e= 13 17 �= N 25 24 23 32 21 2n &B= 4Yv= 15 14 3e d 3e= &1oMSIXIS= 31411 2x411 e. W= ]nb- 3x= u x aea tsoo 1 a�.s4e 1 n�osu 1 i�xz l 41o1z 1 zt w no Plate OIIS MY)F- 13'03-00-2-0I I0.0.300-2-01110:O(FO.Q" 11YCut A0-2-0112'0.2E 0.0.121 f14'0-0-130­1-91118'0.2-&0.1-0I 119'65-120-5- f2s'P3-0P1-0I LOADING(pelt SPACING- 2­0­0 CSI. DEFL In 0.) Udell t/d PLATES GRIP TCU- 20.0 Plate Gnp DOL 1.25 TO 0.51 Ved(LL) -0.4319-19 x999 240 W2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 VBr(CT) -0.6B 18-19 0883 180 MT20HS 1871143 BOLL 0.0 Rep Stress lna YES WB 1.00 Haw(CT) 0.28 14 We We BGDL 5.0 Cade FRC2O17?PI2O14 wrl Wroght:24710 FT-M LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural sono shoething dlrectlyaWflod or 3-1-7 co pur0a,accept BOTCHORD 2x4 SP I•Except• 2-0-0 re,pterins(2-10.8 met):34,5-10. 7-20,11-15:2x4SPNo.3 BOTCHORD Rgig caling dli applled or 2-2-0oa owing. WEBS 2x4 SP No.3•ExLrepN WEBS 1R.at mIdpt 1921 19-21:2x4 SP Nut REACTIONS. (I eadood 14=1342 8,25_13251030 Max Hort 25-1 t5(LC 8) Max Uplift 14=55](LC 10),25=WILD 10) FORCES. u1n)-Max.Comps Ten.-All forces 250(to)orlass axwp(wM1en aM1own. TOP CHORD 1-2=344153,23=-19461123,34-l69811 oeB,45=190&1156,66=244411428 6]x3]582069,7-9=-320&1]98,9-10=3202/1798,1011_248&1 370. 11-12=29804142 BOTCHORD 1-25=028324-289 719,23-24=41311898,21-23-1159249`,1619=485&3823, t]-18=10432191,16-17=1558289] WEBS 324=-2401423=596199,5,23=-1838/9211,5-21=-1]2/498,8-21=-9881524. 19-21=-144010/2922,6­12 344/]85,7-18=-7231352.910=-331219,10.10=-5966183 11-9=]26523,12-16=13282435,12-14-1213223 2-25=-2039`1387 NOTES 1)Wind:ASCE rod Il;V loetle have been considered;for mla design. 2)Wlrtl:ASCE E.L.G Vtl6_-100mpf1 RS(dontl ga9p Vastl"ExI ;TCDL=l.2Psf;BCDL=3.opal;t4 25Xp 6= 4,Extern:e)6e 4X4 oGet 11;Exis 34Gl.,G 13 s4 to MFRS(gi10N«aQ lGC to 4113-0 0-0-0414-20, aft f Sort(1)4-2-0to64-4, dvatlog2) 4 b 10.3-4,Inbtl«(1)13-34 to 261 t-12,EVan FRS 66114210 41R3-0]one;ceotlbver 1116)plate to S elDOL=1;entl vertical IeX egaeedC-C for mambalb and foroas 8 MFRS for reactions sM1own;Lum0er DOL-1.6)plate grP DOL=1.80 3)Provideatl eW20 rates nlprev«nwafar poMillg. 4)Th slabs ere been plates unless 010.0 Of LMioaze h 5)This wax,has been resigned for a 10.0 psi bosom chord live road om chocatMn afire any Omer harlongs. 61'This Imaa has been deaig an for a live long of 2Orilmn on the ronom cMb In all areas wfiere a rectangle 3&0 tall by2-Pe wide Will 111 a moth me bonen clang and nrrydher members. >f 140567 mec5anical connection(by omers)of(toss 10 Oeanng pleb cnPnde of wnlatalMing 100 lb uplift at ldm(sl except QFAb) 14=557,25=556. 0)GwpM1lwl patio representation does nor gepld the size or IM1e orientation of 9a pterin along IM1e tap end«bottom c0oM. Joaquin Velez PE Ni WTrt USA,Inc FL Cod HIM 6904 Poke East BNd Tampa FL MIS D. August 21,2018 AW4RNWa-worse, 6ppr�rMxv entl RFAa NO]Ea PVTISIHe NCLYOEO NIIEx REEEaAHCE PA 1 �!' CSW ,m peYrs4m xlneMA_. Ms.Iltdry,R[ry,�geY W�rlfu�n,e ars 9wwx.w II {_�IdR tem es/w W.N¢W11q.os mwr Wounuggk ojzzz tlazclioru ,roo_m I"I 1i x x 4 Lxi a 6A.e4 mad.. eaceq MkaledkbV IW.'kIk4MIrvAA]wlTmvl�aWucMtlmemne A I. MiTek adwoyi repiYeO By ilal>tkyagl pa 1 NgPe 9`n pale pimrf.I eBpygq popalygn.y{e x n rr IMvkoltR waw.tlsWay.aecacnaN Mw}gollMseradnusq'blanyf�.VyRlt yrlpry CllNb.CeadroM lCel PlMhp epnPlPrnrr ago Petr Ee¢IB1ra. axrN3' eM1dnhW Mie 6wMiiAe.118 H.1ee Shml.5LIk31x 01exa tl¢VhY131A ie.rya.FL 3x51 Job Tim TnSSType r � ON' Ply SPRINGFIELD SUILDERSIL 24 PP 10-0)8103 AI3 Rwf spaded Bud T14BB4aT/ 2 Job Reference o 4anM BMC-Midway Those, Mldwey,GA,31320 8320c Wry 2020,BMR6ktMlcbies,Inc. Tw Aug2111:10:342048 Pagel ass aa4 1334 rsa4 taloa 2deD.Duh,CV3AR91EV32 1,Y,520P-Iwk)gUUVONWum7CZPbgMOMTCONW_S_luylaUZ t2 aa-0J qPJ t see 31114 6P0 24o s]-0 iLz aY 12 a2-02 Lalz ".'a .1'1" tn tx 2YIx 1dt sw.=vas e= NA LED sw iz Sao NNLED NAILED II NAILED 4 "LED an East- 49= 46=3x,o M120Ns= NAILED 4]8=NAILED 6x6,,6 = p y4 8 31 T B 32 8 10 33 31 11 36 12 3 46 5�6 G ,3 7110 14 Ei e 37 9e 21 No 4a z° n 1° 6x8= 1 AS= 2a 2B 27 26 25 24 23 ere NAILED a]8= NAILED 2x0 NNLED 4�- 17 l3 2�_ 36= w 11 3x4= , = Axe= W= .12= H5 II RAIDED $,cul w 11 1512= D02MileH3= Spaul NAILED NAILED SIP NO 161D6 M84 air-lx 3010 14&a i 3s2 4P IP 3 b101P sNFa uor4s Plate OINM9 Q(Y)- [1:6620301.I4:09-0,D2A7.15:630,02-0I.IT:0.1-8,0.191.112:630,P2-01.119:62-0,6241,114:0.2-0,61-06118:00.13,01-BI.11 8:0.2-12,P401, f22:PBA.0.4-021 f23:b2-0o-1-0112/'0300601 LOADING(PsQ SPACING 2-00 CSI. DEFL. In lint) UGeB bed PLATE% GRIP TM 200 Plate Grip DOL 1.25 TC 0.03 Velt(LL) 0.9021-22 >492 240 -20 244/180 TCDL 7.0 Lumber DOL 1.25 BC RN VeRCT) -1.3521-22 >3A I- WWHS 1871143 BOLL 0.0 ' Rep Slreea Ina NO WB 0.74 HON(CT) 0.40 18 We Na MT16H5 244/180 BCDL 5.0 Code FRC201DFPI2014 Nol W.gN:4871b FT=o% LUMBER- BRACIN4 _ TOPCHORD 2x4 SP No.2'Excepf TOPCHORD Structural vmad sheathing directly applied or 4-010wp rilm, 69:2a4 SP IMF 1.5E or ass SP No.1 or 2x4 SP SS except BOT CHORD 2e4 SP 1,10.2-EsoepC 2 0-0.pug.(2-610 mem):4-5,612, 1622:2M SP 24001'2.OE or 2x4 SP DSS or 2x4 SP M 31 BOT CHORD Rigid wiling dhectlyapplled or 5-9-12 oc bracing. 13-1):2x4 SP No.3 23-27:2x4 SP IMF 1.5E or 2x4 SP No.1 or2x4 SP SS WEBS 2x4 SP N0.3-EXDW' 22-24:2x4 SP IMF 1.5E or 2x4 SP No.1 or 2x4 SP SS 7-22,1418:2ND SP No.2 SLIDER Let 21®SP SS or 2250F 1.9E or 2-1-13 REACTIONS, libellous) 1=223N0.39,18=3095N39 Max Hom 1=118(LC 6) Max Upih 1=-1082(LC B),16=-1559(LC e) FORCES. (Ib)-MBs.CompJMax.Ten.-All forces 250 gb)orleasexwpiwfienahoxn. TOPCHORD 115062155,3-4=131 621 3 3,45=54012770,Sfi=BIXi5Y.i020,8-7=&JQ'Y4011, 7-8=-15WA96311,B-10=12583/0404,10.11=125839484,11-12�20BI3302, 12-11-A8249551,0-M-1718M37o6,14-15�19'222 BOTCHORD 1-29=-185453955 28-29=-105413950,26-28=-178743837,2526-38,49(/951, 2425_-i7359652,23-24-150N0>,22-19-20 549/1266, 21-22=7051515342,20.21=1902/9830. -21301-0882/9636,19-19=3461316859, 1310=237/517,46,17-21V423.1614=-21&429 WEBS 328=287216, 426=113Z 2 21 ,6-26- 3382.62 5=-620/1192, 7-2 - 311/1207-24=-213I0I.M 442QA22=-33109512 621-3151/1494,1621=11277,11-21=-153513129.11 =2012 12-19--1350.2657,1318=71//19,14-18-3W4/57,1416 -2823485 NOTES- 1)2-ply truss to be connected together with Idol(0.131]3)reels as follows: Top Words connected as follows:2x4-1 mwat 09-0 w. Bosom W oras connected as follows:2x4-1 mwat 0.5-0 ac. W elan conneded as IDllovs:2x4-1 rowat 0."ou. 2)All Insole are considered equallyapplled to all plies,incept it noted as front(F)or beU(B)face In the LOAD CASE(S)section.Ply to Joaquin V,Iea FE 110,0181 Ply wmealdne terve been provided to distribute only beds noted as(F)or(B),unless othelwla,irMcatad. IMT9k USA.Inc.FL las Gas 3)Unbalanced mot live loads hive been considered lar this design. 4)Wind.ASCE 7-10;VU1_-13omph(3-second got)Vaad=101mW.TCDL_4.2psf,BCDLDpal;h=25fl;B=45f1;I 4-Qk eave_-51t;Cat 88N Pays East Blvd.Tampa FL MID 11;END C;EwL,GCpib 18;MWFRS(ditecli.no);cantilever left aM hold exIosed;and vesical left exposed:Lauber DOL=1.60 om' pate gnp DOL=1.60 August 21,2018 e drains e b di D=SMsaws-%, MlFnpv= __.aEAp Nnays.MIb wo MCLWFOWEx FEiGANCE v4OeaF]m m.taenia o6CPE l/aE n'a.lonmmr.nM1aN&conrecM¢.IN[JN3TKINmtl aMvurwn Mamelers4anM1 fM or.mLtlrtlM hoer: mvnnl,ml ,r-wan«e,rerc,aaA,ww tlea3�a mmlvenry lrempw:m111vadaa6�pa�,lw,a,d rxorenv k.��nb lR:da4v�blo ire ores M euia,wyarou= na�lmmlad nlopre.�l nua4ra a ,d mBwm vela�d memowsmy. malted lempxay maw�nl na�na Rdw,rys rtx9xied Nn:IdYMutl mRevenicWT Nm skrY kryonlx4x9rmmN,vamw mm leu Nola r,mn,.21e NW.Dee>VMsneaaa.9JMle aaw12ry.wu.a.gmpocgw.vdyA�dmi,a� rv ,x ede�ce,eIayaixrzp¢e HlwwFW EnW. 4 n,P.,a ae4r4 Jab Tlusa True Type 1 1 1Oy P6/ SPRINGFIELD BUILDER&&24 PP 1&079003 A13 Roof Special CIn1 71433/ 77 6 n JObRefhenrompterrall BMG-wamay Truee, Mdxay,GA,31320 3.220 a May lct WIU MI ek IMMMM,IM. Tue AW 2111:16:352019 Paget NOTES ID:Odr CWA_Q91dV328c331y52OP-m6W9ugyyMaAWwe0V M WI11111eCVLyISGY At 6)Thp'e'es are beeen platesenlfor 10,0 lst Indicated. 8)This buss M1es been tld.igned fora 10.11 pea d.1 OOortl I've bo Iwnmord In al x9111 any em live bags. 8)'Thisn.,i M1aa been deslgnetl for a live load o120.Opsl on 91e Eottan chord In all areae wfiere a redellgl.13fi-0lot 1 by2-0-0vdde x911 It baMean iM1e Ootlom Moral and any deer membBre. 3) Graphical purincai Oeconneaion(byemendoflrusstohearthpiececapableofwe purAn along t010apical atf bottom ecor gldb)1=1062,1E=1558. 10)Graphical pudica rep3-lad(ion does not depict(0..1 sire Or the orientation of IM1S guid along the top ardor bottom cbortl. 12)'NAILEHan,erD'ior Other onne (0.1495ws) ail (0.146541.25')lient to pMNDS guidldate 12)He11gBr(s)ao1M1eN conlrecuon tleAce(s)shall bepmvdetlaualoinctosupped concentrated load(s)14261b connection end729 mem) UP at erpOudand621bdown aid an to IW at 34-118,aed 225th tlown and 153 b up L 35442 on bJtlOm cM1ettl. The tleeigNseledbn of sucM1 connection deNOe(s)B the reaporoiglllyot others. LOAD CASE(S) Standard 1)Dead+Final Uve(balanced):Lumber Increase-1.25,Plate hcrease=1.25 Udform Loads(pit) Ved:1i=d4,4-5=-54,58=-54.6-12=-64,12-15_S ,1-23=10,16-22=10,15-17-10 Concereadmi Leads(b) Ved:B=T6(F)12-76(F)20=82(F)1&-236(F)11-M(F)32=-]3(F)33=T9(F)34--M(F)35_--]6(F)36=-1426(F)37-8 (F)38-62(F)S3-E2(F)40-6 (F) 41=82(F Q wITIwaVyUy4Wpnpmm�laneM AFIa MJI64 aN 11OdNa WCLWFO WIEN aFEEAANfL eAAEeillAm.la0YNr6BEPoREUEE. @Y}Iwlkl'wane MYY"Ica MIrvYa9¢ Icn.11tdY(Ink Weetl wYYupm yawneleo Ywµn.mtletwm MNdtl datlep cangn�enl.�wl mawuam Y5lwemine dYtYptlabnn mill veilN dM9nek2llNoItlMY,In paanalen Md gryMy Mw{uWn atdtlnn lnlo tte oveetll WUq MtlpL Bacbp h]caRtlalo gevani hu]ixp olYplNy�J pwwepuq/w Iwtl memhnaJY P6]IbdlampefpyUgpamvienidulg NO advayi repleblilyagbge�mluAl¢�e Wlnr�kMeW✓JfPeYadgttWlY�NVa.kNP Mtl 9�MS�re�eW�g'gM kdkeMNpwoe,ae.ddM1aY.Meclkn JU.216N.z ftl t. le 12, NVO1 VAI If�k1 B9d)41pK11/BO6e1NWMM T W 'RL EeuBM. aeMrErM.ar.maaNe kgnim lblekakae.Rla N.leeSAeel.9Yle A1R.MeagYM.VAZ1311. Tenp,FL a9P0 Job T. Thea TYpe . 01y Ply SPRINGFlELO BUILDER&L 24 PP 48Mb 0 180]9403 B0r Hip Cider f 1 Job Ref fte"i Donal BMC-Midway Truss, MidsOy,GA.31320 B.220a May24Wl8MiTek lMiOnN ftc. Tu6Au,2111:IM20I8Pagal ll)- MVM IZNtlV32 MIYSMP-FAY5A%e MlMgb4WIWIENAVulmuLl6rVIWX 328 e$8 10.10.13 1534 1832 2188 326 2-11-14 44A 413 211-U 988 6ule=lass HVULD) 4A= NnuED species NRILED HALED 2nd N WALED 4�- 4 t6 fs5 1] to 1 e &WFIT <� aN aw SM 3 z a 3 e 29 Is fill if 3r4 13 +2 20 21+122 29 10 B BaB= 3H= gare= ad NALEO 3a4= 2,9 M Seams, HALED IVULED apearl HAILED +dB+d+z ea-4 +a+a+z -a3 Ndo1-42 sae 44a µB 2n-u sae Plate Oftseb MY)- 11:0-6-20-3urg W(YS4a2-0I 18'0-6-40.T-DI LOADING graft SPACING- 2-0-0C81. DEAL In Qac) brief Ud put ES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.59 Vest(ILL) 0.18 11 x889 240 MT20 244/190 TCDL 7.0 Lumber DOL t25 BC O.R Ver(CT) -a 10-11 �BB9 tan BCLL 0.0 ' Rep St..Incr NO WE 0.28 HOO(CT) 0.OB 8 Na Ne BCDL 5.0 CMe FRC20171TPI2014 MMdxS Weight 11511, FT=9X LUMBER- 811MNG- TOP CHORD 34 SP No.2 TOP CHORD Structure wood designing g directly applied or 32-1 Of,pudbe,except BOT CHORD Errs SP NO.2 2-0-00.Wages(3-0-0 mu.):45. WEBS 2ASP No.3 BOTCHORO Rigid ceiling(IMCUY apptiM Or 5-1-14 Oc braa% SLIDER Left 2x8 SP SS or 22501'1.gE or 221 REACTIONS. girfaze) 1=+40Wa3-8,8=148]M1Khanicel Max Hort 1=70(L024) Max Up0111=8]2(LC 8),B­75C(LC 8) FORCES. Qb)-Mex.COmp.RAmt.Ter,-All fomea250 Qb)Ori.atLapL Merl sedwn. TOP CHORD 1-3`2]59/1950,3-k-283]/1311,4-5=292]/1544,56.292]/1544,8-0=2Bfi1/1511, 8!231 BOT CHORD '91 11+/0.2402,11-13=-10J2M35],10-11=-12472557,9-10=-1318,2644. &9_-19182814 WEBS 4-19=21/488,311=-44&773,5-11=-SBM461,611=-21M508,8-+0=9&489, 7-10=253204 NOTES 1)UrLelancM roof Tim loads have been considered forties dealgn. 2)Wind:ASCE 7-10:Vint=130mph(3 second goal)Vasd=101mph;TCDL-J 2Mf;BCD".,a1;Ib25M B-­15g;t_2411;eaveylft;Cat 11;Exp C;End.,GCpi=0.16;MFRS(direcYonaB;cantilever left and dgN exp orM;and Wrtical left eNwsed;Lumber DOL-ISO plate pro DOL-1.60 3)PmWdeadeguMedrainagetoprev to terpoWir . 4)TNs truss has been designed fora 10.0 psf M9om chaN INe load mncomunent Mm anyolher live bade. 5)'This Imss has been designed for a Nve load M 20.0pal on the bntlom chord In all areas%leas a raGengle 386 0 tall by 2,04 side Nil fit between the Whom chord and any other members. 6)Rater to gliders)for truss to Wes connections. 7)Provide mechanical connection(by Where)M truss to bearing plate capade of MVaWnding 100 to uplift A Tangs)except Qt=b) 172,8=754. 8)Graphical Pullin representation does not deed the arm or the orientation of Me W din along the top and/or b00om chard. 9)'NAILED'Indicates 3102(0.148SL1')or 3-12d(0.148'x3.25')Ne-nails per NDS guldllnes. 10)Henrietta)or Meer connection de toets)shall be provided sufficient to suppM conc,intrated load(s)390Th dram and 426 to up at 1"4 on tap dprd,aha 2271b Wan arM 8911,up at 6 84,6211 down al 688,and 621b down el 15-1-0,and 22X1,down and 8911bup at 16-3-4 on boftom chord. The desigNselection of such connection devlce(s)'Is the rssponsiallly of others. 11)In Ne LOAD CASE(S).action,loads applied to the face of INe tinea are noted as eonl(F)or back A). Joaquin vklea PE X..63182 LOAD CASE(S) Standard Mirk USAinc.FLCed OU 1)Deed a Roof Les(balanced):Lumber Increase=l 25,Plate Irwmase=1.25 SSW Pare East Bled.Tampa FL 33610 De1e: August 21,2018 Qw vwryemg,pvanWw..,,eaEap�xprE9.x rMsxxp AvcLup[p a T�Mlan Belweur.RSMWtlrV�4ns' �IveAry 11re411bWINolbsJ�TM M �,I AFW I � wweralm,.9uuwkw.rnmeal.>,w�ata iekN.rindruuu ew.morad/ r. , nl l.m,e MITek* k.LM1iry repied prpWyvWl.pev2lAcd[pe Mbpxdepwdd FeryVgpc{mdVhn uw Fv. w a.r N.].r ., .x1' Ic liWyNaleblltw aManl�Balr M16NeMIub R1fi8 N.Lee ee1,9MJ12 HKggnsr Vee�22>I.I,frre,aaaMMCK9 WNep Camp.nenfi Tampa"aar'.nd I�°D TIDY Trlaa Type • 1 Dly PN SPRINGFIELD BUILDERSL 24 PP 1,111&5]8 '.1S0JB103 ml al1 1 BMC MIEweY Truss, MlEwey,Gq 31320 8.220 s May 212010 IN I wlDNAND ,Inc. t M NO 2111:18%2018 Pa0s2 IO:OD0CV3tiIZIMUV32&801y52OP.FJ4ysmnl21a49b4gel W IEMy)Vu1muLbss"N0X LOAD CASE(S) Stal UO'fo0n Loatl (plf) Vert 1-k-54,4-854,S8--54,1-81 D CMCBnlreleE Walls Pb) Vert.4=-10806::- 5(F)13=-280(F)I8Mff)14-1061E)18=-10s(F11)-108(F)1810(l 20=-32(F)21�(F)2L-02(F)23:l 2(F) -INNN gn DDANAMD,N,d RGD NOTES ON DAS AND N'LLVDEO Rl PAGEN4 0 E i A M wAm MAWS' Yu.IEE d+N{m YLrx+ioNY4� x II. IN InmryMla BeFADlwa us.Ne Wrly tlaL}p mlYeMy Re gTNCWINol M4 r po JII WJV(kad� BacapYVltdai`b` ADPN pd ADDIDrYw - h 4gaY'p Ytlwaya�eyle0 kx Wgllyuglopeuvnl fvlgte wPYPmdD.YyuY IV Ax i'. ;ui rM kAx y N �Xi. {YaldMdt srttWa.tlaNay.xecacn R4 MaWporinma[aNMiaylanc ttr.UgNNI CMb.DlHamp CLauMlla Componwrl WWPW Fm EYO seryumYSNYnioMa Som Lm Mle YmYa4e.glen.LaDmaW.Dlb alrz.ua,�.cna vn�zzri e. r«ip..n ax14 Job T1u0 True Type • Ory Ply SPRINGFIELD BUILDERS424 PP 110&5 8 100]G93 C91 A* 2 1 eam, mlarmY true, waway,Gq at321 JMRI ( Ml 0220le Mry 2620,0.11.IMuviey la. Tu AW 2111:189]2010 Pega 1 _ ID:OUTICVSkIZf1IcN329dH1y62OP-IVA MGMMEMs%9=mw M2 dWI eYlwdDyleOW 1 Sp4 611-19 42-0 L4suit1fi.4• F2 212 180 2 42-2 bt�-10 S9d 1-40 46= scab=,70.0 6.90 tz ala. 4ih-se4, 3 4 3 7 31a d ads 2 ,ate- a f B <1 a 41 Gp d W il 3 ,004 p 1B 10 ea 13 12 11 10 py_ are II e- 59= 24 If 4e5 544 162-015312 1 2140 544 PIMe Ofteeb flLV1- 12'6240.1-811802-8 P141113'DI-0P2-01114'629621111)'622 21 R1'P8-0EQlal LOMM(pelt SPACING, 2-0-0 CSI. DEFL In 0.) goal UC PLATES GRIP TCL- 20.0 Hate Grip DOL 1.25 TC I Ved(LL1 -0.111&17 s999 240 MT20 2441190 TCDL 7.0Lumber DOL 125 80 0.80 Ved(CT) -0.15 15-17 0999 180 BOLL 0.0 ' Rep Stress Ina YES WE 0.71 Horz(GT) -0.01 11 We we BCDL 5.0 Code FRC2017RPI2014 MMrix2 ABIs -0.9B 14-17 1270 380 Weigh:220a FT=0% LUMBER- BRACING, TOP CHORD 2x4 SP Nil TOP CHORD Slmclurel wood sheatNng directly applied or&Po oc pudrw, BOT CHORD 2x6 SP Nil'Exper excepl end verticals,and 2-0-0 ac putties(S1-10 max):42. 14-17:are SP 24UDF 2.0E or 2x4 SP DSS ar2x4 So M 31 BOTCHORD Rigid milling directly applled or 6-0-0 xbmcing. WEBS W SP No.3'Elmap' WEBS 1 Row at mldyt 3-17,7-14.2 19,&11 249,8-11:2x4 SP No.2 JOINTS 1 Breve at Jgs):21,15 REACTIONS. (Ib,§Ize) 19=9710 5-8,11=9710 2 2 Via 11orz 19--469(LC 8) Max Uplift 19=-15 ILO 10),11-158(LC 10) Affix Gmv 19=1tID(LC 17611=117WLC 18) FORCES. Qld Max.Comp..l are.Two -All fomes 250 gq or lees except Man slwlm. TOP CHORD 2-3-623/341,31=539RffiD,4-5=-1169"67,52=-11 S9"6],6-7=-5391390. 74=8281341,2-19-119913(2,&11-123 313 02 BOT CHORD 1&19=49405$1318=717"55,12-13=173511,1142=-450515,1417=-985V0, 1415-9850 WEBS 317=-3971190,7-14=-39A186,2-17-9&1012.&t4=-13&1013,421=419]" 6-21=419070,13-15-5911317-2401 679,1&14=2501688,17-19-44but 11-1 4=87 5503 NOTE& 1)Unbalanced roof live loads have been considered f«Mie design. 2)W Ind:ASCE 7-10;VW6130mph(3-second gust)Valenti 01 mph;TCDL-1.2pet BCD Ofte 1;I<2511;8=45111; ­-24ft;Deva-19;Cat. 11;Exp C;Erci.,GCpl=0.18;MFRS goictiorwl)and 0 Extearl zone;cantilever left arra right exposed;and vedlcal left and fight agroeetl;GC for members and forces 6 MrV FRS for machona sWen;Lumber DOL=1.611 plate grip DOL=180 3)Provide adequate drainage to prevent water pondllg. 4)This truss has been designed for a 100 pal bottom chard the load nommundunent arth any otlrer live made 5t'This trues has been designed for a live load of 20Ops1 on the bottom GwN In Or areas Mere a retargle 3 %it by 2-00 Md. will fit between the bottom chord and any order members. e)Ceiling dead load(5.0 poll on member(s).3-21,7-21; Wall dead two(SOpef)an mem0eds).3-17,7-14 7)Bottom chow live load(40.0 per)and additional bottom chord used load(50 ss)applied only to roan.1517,1415 8)Provide memhanlcal connection(by others)of truss to hearing plate capable of Mfhstanding 1par 1b Ip11ft azltnt(et lowest gtdb) 19=159,11=158. 9)Graphical puriln representation does not depct the size or We odenteNon of me pudn slag the told andar bo9an chord. 10)Attic roam checked for Iy 60 defection. Joaquin Velez FE No.60182 ATO USA.Inc.FL Lehe03a 004 Parke East Bbd.Tampa FL 09110 D. August 21,2018 j all vmyama••a.,"••.u,.wre xceoxores ox rxls4xawavoao 1K I.n „ L m3q, se warom wmnvtelm ec.peow ars.vC au m Dxeumdure*m r , 1 f �• dNmsyran�IweW fredYmpaeabler mill vale nntglkdin of�aJ•W 1,m ifr 41n19emlp. a«b9nma18eb1aaava49n1r1aww1w llaiwm alar ro MITek bMV,TIgJe]rw aAYllymelbpavMledl¢xewllhgYi Fa J19ryugpq,eylY'*n.v, 1 1 Yv m•. v.n wxt9 lfa'MwIML Ati(pB,WgWrYelaclMxl efore a11a N. a 1.ryM312.sea V/AI eNNy Lehr,abedlanOK9luMlp Canpanenl aeW Peke varm tl. pIl/Y4xa�.M'tla tan blas/14e XY11p11e.RleMl�3xee1.911e 312,MB1�]b VHY[JI/,. Ter,p.fL r198 reB YDe • ,BPflNGFIELD&11LDEflBM1 21 PP IBO)Mea CM (NYE 1 I . TI<a&590 JOE Relererrs Mmnel BM('-YA¢eY TA'M nIBrM' eY' .218A azYO aYy A'AI9INTM InOu¢Im¢Iro iW Pup 111350-.eael6 Pe ID:OUTICV3A_IZBIdV32Bc081yS2OP-IIM7THESiwGE9J]i:OKbNLBIxue91V9Rz7DG8yPed15 fly47-1 1y M2 TV.I ]6a i e.112 fro sea Yy. s„ek.l5az am 12 ss. sxs= a ] se e A 9 10 Am n 38 11 5 mm II a 1281am II 2 14 1 15 1112 p V 112 I � f 2 12 2b24 23 22 21 se 16 le 17 16 4aS II ad= ay= yr4= 4,6 II 2OM % tai Gleets IXYI- fY6880-0-121 f3'65-20.1-01 pb2-O.D2E119'62-00.2-0113'OS2 G1-011140&8.06211180.2110-0-51125 D2 20-2-01 LOADING(pall SPACING- 2-0-0 CSI. OEFL in (bc) Wefl W PlATEB GRIP TCLL 20.0 Plate Gnp OOL 1.25 TC 0.65 Vert(LL) -0.011415 Nr 120 MT20 2H/180 TQII ZO Limber DOL 1.25 0C 0.28 Ved(CT) -0.011415 Nr 90 BCLL 0.0 ' Rep Stress Ina YES WB 0.47 Horz(CT) -0.01 18 We Na BCDL 5.0 'mad FRC201T/TPM14 WorMS Welts:2331b FT=O% LUMBER- BRACING- TOPCHORD 21N SP No.2 TOPCHORD StwduralvroMa11Whing0imclyappllMor848oc Mm, ecept BOT CHORD 20SP No.2 and verowls.and 2-60 me punlro(608 max.):7-9. WEBS 2x4 SP I'Exci BOTCHORD Rigid calling tpreclyapplied of 6-0Oor,brain. 623,Ne:2x4 SP Nos WEBS 1 Row Ill midpt 2-25,1418,9-20,6-22,523,324,1619, OTHERS 21 SP No3 11-19,13-17,8-23,1018 REACTIONS, Allbeanrge20-4-0. (lb)- Matz How 25="I(ILC 8) Wal All tgllA 1001b or less YjdM(e)24,17 except 25=-219(LC 10),16=219(LC 10),2 -134(LC 71, 22=635(LC9),23= W(LC9),19=815(LC8),te-636(LC9) Max Gmv All raecmns 2W Ib or less at I.IM(s)2516,24,1]except 2 370(LC 19),22=722(LC 9),23=735(LC 9),19=702(LC9.I8-715(LC8) FORCES, (tb)-Marr.Comp/Max Ten.-All forces 250 plot or Nes except w4rsn shown. TOP CHORD 2-25=-23&505,2-26_---225/399,3-26=21 let 3d-140201,4-27=213405, 627 n3/409,5 6=-244519,6-7-22&490,7-28-220510.0-20-2221510, 629=-222/510,9 29=-2Y 10.410=-22&490,1611=-244/519,1130=-203/406 12-311=213405,12-13=-140.270,1331=-21 6V405 1431=-225/399,14-16-232/505 SOT CHORD 24-25-416914,23-24=416.314,22-23=-2]&205,21-22=-278/2052621-2]&205, 1920-278/205,1619-2]6205 WEBS 622 684/855,1619=8&/645,623=-]8894510-18=747923 NOTES- 1)Unbalanced roof live loads have been mnsdered for Nle resign. 2)Wind:ASCE 740;VJt=130 I(33ecm dI gran Veed=101mph;TCOL=4 2psf;BCD1n3.Opsp b=251t;B--45A;L¢4fp eaval Cal. 11;Earn C;End.,GCt 18;MFRS(direcXonal)and C GorI-110 to 180.Eidmor(2)I "to 3 712,Comer(3)37-1210 9-]-12,Exlenor(2)9-712 to 1084,Comer(3)10A4 to 168 ,Egedor(2)16 8-4 to 18-&0,Comer(3)1880 to 21A-0zane; caMNever lel and right etewsed;end vertical left and fight es mamoC-C for members erd forces&MFRS for reaMlorw sown, Wollner DOL=1.60(late gnp DOL=1 60 3)Tha9 designed for wind leads In too plane of the truss Only. For etude ecrosed to Wool(normal to he face),see Slandard Industry Gable End Dands as applicable,or wrong qualllied bending designer es par ANSUTPI 1. 4)provide adequate emerge to prevent water ponding. 5)All plates am 2x4 MT20 unless MlxrvAse included. 6)Gable requires con neous bottom chord bdI 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.distend web). B)Gable studs spaced at 2-00 w. Joaquin VNez PE N,61182 e)This trues has been tlmigned for a 100 pd botlma mond live load nor mncerrent with any Other live loads. Mirk USA.Inc FLC446PM 10)'The threshes been designed fora live lead ol2oApsi im Ole bottom chord In all areas where a redangle 33O1MI by280 wide aM4 Parke EnEw1.Tampa FL 3Xm will Ilt between Ne bottom chord and oWMuer membam,with BCDL=5.0pef. U. 11)Provide meebadoal cmnnectlon(by others)of Wes to EeeMg plate capable of wlthslandrlg 10011bupboat JOlM(s)2411mleept August 21,2O18 0.1=1b)25=219 16=219,20=134,22=635,23�656,19 1518=636. molar.—adlo,�wpwmPwrxl���,..�wm..ma as x>Ms.wo weuromrrta eaFauxceraaessnnr...rowmrsearwreusa �. a lnmm ass"Mla IMM I�RLmulwYVl ohneal norm. rvm.a.11vrca h hlpR�omrw¢nt,wi M.arommon.Buning somm.nXar.n�m.sle�ersou"mm�abll��wAo /o wmrem r„reaw Ineunom° m ala`pam, di msxa MTek' nawwreRsed w.mYmwdlowa'+anl eo4ase.nml>oma.POrrorlak.k.Y ua wwarly m.m.. r ewl.ra amaker�andne gdtolbn.pale.aeltuerY.ereclbnWMxIr4011na�¢mdlllm Mlem:lee4,�¢Illf CMM1LOWPatlIfJ4tlVdwTV4aMN eB01P¢14 .M. INrsbx�rmwn.amla lean Nn Rolle k,mlme,2M N.lee aneal.941a an Aw.wddv�a. 1,Rh Job Trim Trus Type Ory Ply SPRINGRELDBUILDERSC24 PP 10884581 10-0]0403 CIXi Commm 2 1 Job 018 Mirce lodustri l) BMG-AWwey Truss, Mldwry.GA,31320 022OSMay 242Uf8MITel kEZe lea Inc, lyBAa9211p18 3A m5Kn2018 Pagel ID:ONnCV3A_IRIUV329c0B1y52OP-IUIgk62XigOc9Vu91y990wsEwApm5KnK2GAli6yleO0 7-0-0 1590 7-7p) 770 Bcele=12e0 See= 2 60] 1R ] 0 8 8 3 1 I� a4= 5 4 zw� 2u II a4= fa0 fanz 770 1SS0 1d o o -2 S14 ]-]-0 Plate 011sels(XY)- 12102-80-2-01 LOADING ma) SPACING- 2-D-0 CSI. OEFL. In am) Vitl W PLATES GRIP TOLL 20.0 Plate Cup.01L1.25 TO 0]B Ved(LL) -0.09 34 0999 240 MT2O 244/190 TOOL ].0 Lumber DOL 1.25 BC DA 3 Ved(CT) -0.1834 >Sts 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.53 HopdCT) 0.01 3 We we BCDL SO Code FRC2O17?PI2014 MMrixS Weight:"m FT=0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural waotl Oh NW directly applied gr4-at4 or,praline. BOTCHORD 2x45PNo.2 BOTCHORD NOW falling directly sartea or(i oc bracing. WEBS 2x4 SP Not REACTIONS. abialze) 3=441/Mecbaniml.5326bi Max Hom 5=-9018) Max Uplift 3=-182(LC 10),5=2S LO 1O) FORCES aid Mex.Comp.rtaex.Ten.-All tones 250 Qb)w lase except wirNl simwn. TOPCHORD 2-3=800343 BOTCHORD 0.5-191/458,34491/458 WEBS 2-5-601 NOTES 1)UrEalanced mol live loads terve been considered for this design. 2)Wind:ASCE 71O:Vult=130mph(3-second gust)Vasd=1 Olorl TCDL--I.2,d;BCDL=3.Opef;h=25A;B-15ft;L_-24X;aav074X;Cat. 11;Elm C;Enc.,GCpi=O18;MW FRB(directlorwt)and C C Eal lior(2)0 00 to 3-0-0,Irhom )340 to Al Externa 2)4-7-0 to 10-7-0,mteliOgl)1O-7 0 to 121.4,Extrom 2)12-1-0 to 15-1 4 zone;cantilever left erM right exposed;end V&tigad len sexual C far members and forces A MW ERS far reactions s m;Lumber DOLd B0 plate grip DOL=1.80 3)This truss has been daelgnnd for a 10.0 P if balm chord live load nonconcument WM any other live loads. 4)-This More has been da4gned fora live load of 2OI on Me bottom chord in OR areas where a rectangle 3SO Red by2-O-0wltle will at baMeen the bottom chord and arty,other members. 5)Parker to girders)for trues to truss colmectlons. 0)Provide mechanical connaGion(by others)of truss to bearing Plate capable of wfl dMmdI g IDO 1b uplift at moods)except gt,b) 3=182,5=254. Joaquin Velez PE Ni Miffs USA.Inc.FL Cad BBB BBN Parka Ea#BNd Tampa FL]3610 D. August 21,2018 Q�wNInla-aLfa4eWeF�wtlaFIa NOIEe aN 1NBINa WeLYOFO e/IENaEFEF.4NCEY E YZJ BE DeJT Wtlrxu®wiyvM MlaA®ewveckn.RbdaVnh�IwYY un [b��elws Nuwn 1r Ornayalwn.�Iae ua.tlw aiaWV�aklrwr nxal YeilM ilia QdlcGlmaO.counalenaM ^Pon I I.vIJV faMln aoJ'gMFnle]bbpevertlLuaMla9dM1M udlrwweDUxl/wCNxdmMnbeltgyy -. .:� ��. n,...��.� MITek b WTNrWeW MYYY.IYanllo pewnlcd4 eMT WeNa PeNnYx NIaY UMPmPoriYdan� r Pan .AM ktatal r tlwya.tlslvery, RsoM 4magol lnawravl M1rn Mlaat EBAR'IEII pyy/MML pxNemp CiiJNYduMUYanr M1i Em Bed WyAr%OM�IIWYIe M1amlria Hale nMlMe.]18 N Lee Sheat.941e]IR.Nem Jit¢VAZ1311. Tema,FL Opera Job The Tress Typo ' n Gly Ply SPRINGRELDBUILDERS4.24PP P%02 11&D]IMW C04 Common 1 1 Jeb Reference BMC-Mitlwey These, Midway,GA,91 320 BP20s May242018MITekTekladntlushies,lm. TueM1:10:402010 calIO:Ou)IICV3A IZ910Va29cae1y520P-]aJ2xXa9k_1TceTMJ0Eh90RmeORmaAEgpnTGVMEVy1aOT ]-hp520 ]-0p 7 O Sete=1205 Sae= s 6W 1R 0 0 ] 10 3 1 R 'a 3r4= 8 5 '3H= a14i 2A 11 4 1±0 f 12 ].]-0 13B4 +s?0 .6 a 2 6+-4 61-4 ME W"m(pso SPA lI 209 CSA DER In Owl road Lid PLATES GRIP TCU 20.0 Plate Grp DOL 1.25 TC 0.85 Vel -0.03 4-5 >999 240 WNMAN 7.0 Lumber DOL 1.25 BC 0.35 Verl(CT) 4i.114 45 >999 100 BOLL 0.0Rep Stress lrcr YES WB 0.42 fforz(CT) 0.01 4 We Na BCDL 5.0 Cade FRC201))TP12014 MNrix-S Weight:75 he F7=0% LUMBER- BRACING- TOPCHORD 2x4 Ste all TOP CHORD Structural eased sheathing dlreNy applied or a-OD of Forms, BOTCHORD 2x4 She all BOT CHORD Rigid celllrq E9eGly applied or 6110 oc bracing. WEBS 2x4 SP N0 .2 REACTIONS. (Walla) (13 s 4�851aa-8 Mex Hort 6=90(LG 9) Max UpIM B=-238(LC 10),4=200(LG 10) FORCES. Ob)-Max.Comp.IMex.Ten.-All forces 250(Ib)or less except eatlen shave. BOT CHORD S -131375.45-1=375 WEBS 2d=-0]6384,26--0](a384 NOTES 1)Ureteral roof live loatle fere been wllsiaered for this design. 2)Wird:ASCE 7-10;Vult=130mph(3aeccnd gust)small 01 mph;TCDL .2,fti BCD1,3.0psk li B�4k 1=24X;aere=<ft;CML 11;EIS C:End..GCpIliff,18;MW FRS(directional)and C-O Exte0orl2)i to 3-0-0,Ideal 20-0104-0-0,Eiderlor(2)4-7-0to 10-]-0,Interior(1)1U]-0 to 1220,Foal 12-2-0 to 152-0 zone;cantilever left and right epwsed;and vemcal leg arOossedi for members and forces 8 MW FRS for reactions shone,Lumber DOI-160 plate grip DOL=1 60 3)This truss has been designed fora rabbet bottom chard We load noncww t MM aWoelmr live toads. 4)'This truss has been designed for a live load of 20.0psf on flee beftOm chord In all areas aMere a rectargte 3E-0fall by 2-00 wage will lit anneal me bell chord and airy other members. 5)Provide mechanical wnrleetion(by others)of truss to beahng plate capable of aitfartMrMing 1091b uplift at)olnl(s)moral Ot=1b) 6=238,4=200. Joaquin Vein PE No.0181 MRx9 USA ln[.FL Can 6631 9901 Pal Eaat BNd Tampa FL 33610 Dere: August 21,2018 V ^ Illy. M w arc a Ily 1 14 - Hl . l +F 1 .l 1 1 1 + 1 ,, MRek. h mwa9 n a . n a,.amlb9 Karo'$ 9 u f rn..rwar .. ,o _ ""nal 1-on.tk.JNery.e Mael Mach 1 -Hier eAMNM9 p1p�yQM1Al UY4vwMIC.M MrNhY eomVen r . armed sawas,Mam4Wwa+ .s ps..MMe. ,ohI ea slreel..alt NevmaMh MaR,FL sMID J� T. These Typo ply %Y SPRINGFIELD BUILDERS124 PP T148045]2 �18_g ADS Hip BNer 1 I JobR /wa2 828 B Paget BMC-Midway Tmsz. MMwaY,GR 31320 IDOu]IICV3R�_IZ91EV32gc801y52OP-3BVOOPOIGNIb1OpTxWyetMsdllSpvBGgln1Cwylapi y0g 6a.a 11111 1614 2OtOL 65611 re.3a 15112 31.11.10 41de 30.0 bB.A 4102 W11 4811 4811 431110d 3Wa�1 11.8 NAILED NAILED 8121MIN = 2N II NNULDNAILED &12MF20i 0.03 F12 NAILED NAILED .121sifty.S= NAILED NAILED NAILED NAILED 0peeel 4 5 8, 28 7 0 27 8 2 10 11 2w1 a4 z nzc 3 14 m 1 I+ We 23 22 21 33M 34 35 t8 36 1B 37 17 30 '%a 40 41 15 8x12= C 4k6- 4v0 NAILED L1HJA28 1'h1810110H3// 6m-8012 MI20HS= WJLED - NAILED W0= NAILED NAILED _ HU020 NAILED NNAILEDAILED NAILED NAILED NAILED So 1812 18111 WWI36411 3113 851ti3 aD.221 1Jd 5e0 41D1 4811 4811 2 D-Y Pkb Otlsats(XVF [1:61<,D4}11],(i:0.&12.0.2-0],]l:bt-2,o-481.N:0.5-12,Od8],]5:0-21,0.2-OG'11:6&0,04-OL 114:1-1-2,Etlge],I14:O9-0,EOgaI�I14:0.0-2,a0.B�d i&Pt-12 P2O :0.21 a2-0 LORDING(psf) SPRCING 2-00 081. DEF-. In Qac) 001 Ib PLATES EVNS TOLL 20.0 Pe is G0P DOL 1.25 TC O.71 VAn(LL) 0.81 19 >610 240 LR20 244190 TODL TO Uxnber DOL 1.25 BC 0.69 Ved(CT) -1.13 19 ',tM 180 W20HS 18]'143 BCLL 0.0 ' Rep Stress Inv NO WB 0.93 Hort(OT) 0.21 14 Na Na MT18HS 244190 BCDL 5.0 Coda FR02017NP12014 MNdxS Weight:2771E FT=O% LUMBER- BRRCIN& TOPCHORD 2x4 SP No.2'Except' TOPCHORD SlmolurM wood shealbing directlyapplled or 1-11-13 as Pudim. 4&&11:2x6 SP 2400F 2.0E or 2x6 SP DBS or 218 SP M 31 2 op oc putlira(2-S]mea.) at t. BOT CHORD 2x6 SP 2400F 2.0E v 2n6 SP DSS or 2x6 SP M 31 WEBS 2x4 SP No3'EuePM BOTCHORD Rigid celling dwtly applied or 311-7 oc bredng. 422,5-20,&19,&19,1618,11-16:2x4 SP No.2 SLIDER Left 2x6 SP No218 .Right 2x8 SP No.2180 REACTIONS, QC,91te) 1=24001638,14=293510.38 Mex Hort 1=070-07) Max Uplift 1=-1170(-C 6),14-1474(LC 8) FORCE& Qb)-Max.CanP.Alax.Ten.-AA fomes 250 Pb)11.except wren Oharer TOPCHORD 1-3=52032499,34=-5092/2469,4575]1313]41,58-9797/4989,&7=1023715130, ]-9=-102378130,9-10-9654/45]1,1611=012814142,11-12-61033123, 12-14--819313140 BOT CHORD 1-23=-2183/4593,22-23=211]/45%,2622-8811957&162�d74OSM7, 1&19=47422054.1&10=40118124,15-16=-271015408.14-15=-2]5315473 WEBS 422=-17843637,522=-1]94221,520=-135727112.8-20=709/456.8-19-4051584, 7-19=804460,619=-324124,9-10=-695838,1010-87811061,1016=-161OAJ09, 11-1E=-15548175,11-15=4&476 NOTE& 1)Unbalmce l EDM live Toads have been ameldered for the design. �11�Exp 0:F ,1OCP1-018;MW FRS(cmad ral)Q.VUK=IWIMPh(3 eand N)V�ever left and l 01 mph; DgM exposed;and ue0li.I left exposed;Llm4bar DOVL18D l plate firm DOL--I XG 3)Mromde adequate drainage to prevent water pondmg. 4)NI plates are MT20 plates unless oche s se inflated, 5)NI plates are 415IAT20 wI.dherMse Irl h tedL 6)Thls trot has bean designed for a 10.0 fail aaom arm live load mnconame t wf ft any other live loads. 7)'This buss has been designed ler a live marl of 20.011 on the botom clarE In all areas wbem a earmille 38 0 tall by 2(10 sale will it between to Bohan cfard aid arty other members. B)Provos mechanical oom Ion(by others)of truss to bearing plate capable o1 wlPstanding 100 to Line0 at joint(s)except Qidb) 1=198,14=1474, JoaquinVMet PEN0.6N31 9)Graphlral poem representation does nM del lire SIM"a orientation of the WrIn along the top anllor taAme cIard. INTO,USA,Ing,FL Can 3334 10)USA Simpson Strong-The HUS28(141 ad Ooder,4-100 Term Engle My Gleden or aaalenl at 15.2-12 from the left and to NN pane EaN See.Tampa FL 93810 .t imss(es)to back to.of bottom Nwrd. Dha: 11)Use Simpson Strong Tie LTHJA26(LTHJA26 on 1 ply,Left Hand Hlp)or eaNalent at 35 O10 from me left find to famed August 21,2018 INaa(ee)to back tate o1 WHom arord. 111 RII all n.11 11.1 whom han a n cant In la W.... YMry4Wanpvrnnl✓�YMaEAesomerne,res......NDEM4l4Anr.aDDYMSeVOFEUEE. RHT WIONx vnanYWAlglek&eew,eclm lMaegtTi A�'n«1V ul*�n Wlanelws Ju+xmu uWlsl«an 3WIW}a M1atlMJ<antxmntmi � mdml�.earole�.m3wmeva+an+mun Amvtrevna=«+M olamtn p««nameaan rvol�+IVM Menfofrew«a !Tek' IwaheaaNwf.1ga31gvalornee Tao InD�nall>arura�rxaNH«g mrgwehaa7«�mmmefaLonN-Ananw,a t«nw1«vena re,m«,glnt.wn S1-1-,AeJ'1«Ntay«vJb perms com000 WIhW R el SyrY avopopenylfunlye.ir penelal0,afegf,:e lay,elq Ra �aO FaM ErfeMi Tax n«1M,l�w�ala«ram°was len x.Lae snAa3.vwat2� ry ia�.�''P �FemRu43ro eawaWal Tgnw,a ser. Job T� TnMSType i 1Oty PI) SPRINGFIELD 801LOERSIL 24 PP T148815]2 -0 HIP Girdw 1 1 Job Rommse.jWboord) SMG-Midway Truss, Mwwey,GA 31320T A 11 2520 Pp IO:OU7IGV3f-681dV32 W.331YS2GP3Bv0oP01GkIh10pTxtope]HeDKSpvSGWn704eOi NOTE& 13)'NAILED' 3104(0.146bdf)a 3-124(0.14 .25-)ha-mels per NOS puiUlnes. 4)Hanper(S)or taller oonlwcllon device(s)shell be pmol sOMd.not to euppoft mncentrawal cad(s)M lb doom end 431 Ib up at 351-12 an lop MON. The desgnami.h.of such eonnerflon devices)Is the amponslbiliry of olhew. 15)In the LOAD CASE(%melon,(cads applied to the face of the tense are noted as troll(F)or back(0). LOAD CASE(S) StandMd 1)Dead,Roof five(balanced):Wmber Inawase=l 25,Plate Increase-0.25 uniform Loads(p0 Vert:b4=-54.4-11=-SA,1114=-54,144=-10 IX listed Loads pb) - 118,'8)32=108(8)33>]]9(B) Ved:11=348(B)1�-e5(B)]=-211(8)15=262(B)25=-10e(B)26=106(B)27-IN(B)20=106(8)2B=M(B)30=108(0)31-1 34=32(B)35=-32(B)WM(B)37=-32(B)38=32(0)39-32(B)40=32(8)41=32(S) Q WIWMO'VMly 4ap�{rs+�baNaF4BNBIEeWilYD4a'U MIAUMOYIEN PNIPINfL e4BEM10Arw.1M6AI0 BFlVaf USE �Ygn udMfMuswYY rAIh MleliAcmre�'.Iai TYe Map� IxvW WYulnnplanelcSLwwn.mtlklamFaiMWd VMMR eamperc¢nl.rcrl e�,oh~eraelo, lcswa rr d....muilvewY IXMcmrm d.rywe�Laam^leaaar.ccenv M.uN�Na asdasa�nle n¢ovadl 1T8I(� WUq WYga — ss,hsatl slanlInuo21Ra1MM]W InmwebmFl/oeehxtlmembai W`.Mt1Mv]Iem�wY a✓]�nnarenidmlm kolway�ePw�bi1.YAM1Ymdlowevenlc AltW+WIN Wvaie gti0ymtl Wc�lYdm�ape. �4%I�d yJ[luce aKpMp Te 59pl veneEN a. Imkaa..laace.dancer.a�aaemmdaaanaolna� oras:nla�n.wAxanMi a.eWyowm.INB+rMwew W/Mm�aBBWaWw �1.irye.FL sxho ByMywMggbpyrlrlierypnlnslMla MXlae.BION Lae N�eef.911e 31 R.NmWhVPRR 11. _ - _. Jeb T. Thum TYpe ON %Y SPRINGFIELD BUILDEASL 24 PP TI40fosin I6oT9103 Ads Hip t t JOD Rekrerce a Bomi BMG-Mitlway Tram. Midway.GA 31320 0.2205May 242018 MiTek lMmNec,lm. Tue AADulm:1B47201BP8ge1 IOOu]eICV3A_IZMdV3Rec00IYS20P-te18C5010 wJYiza2Rz01JMWKeeHpBZH000HoyleOg ]b6 146J YtH R]-1.1 38.).3 3608 4P3J I1AU ]{4 &1111 F11J KJ 5{8 SSE 6198 1SIR Scab.1:719 4 bSt.5 9 6 fisc 1R 9411 20 3as 3e4>23 0 3 56 i R9e 5x04 Rig 9 ]MO 10 7 14 ll g 16 15 W= d R1 6= 20 19 10 3e8= f6= 13 12ed 3r6= RN I W 4r®= 2+4 I R+1 I a-shz 5x58 nnn: aa]a 4ae 'w nziw ]88 11 H _ 144 ,K ?193 a d DM3 Plate 011aNs(K,YH 110.5 03011 ,1120.301160.4-0011510.2-01110'0-240.1-0112'0-0-130.t-01114'0-2d 0O0L f194SB Od-OI fiB:0.t-00.1-121 LOADING(p41) SPAOBIG 241 7WB DEFL. In (Mc) VOeK l/0 PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 .88 Ved(LL) -0.22 18-17 >BBB 240 MI20 241/1 W TCDL 7.0 Lambe,001 1.25 J7 Ver(CT) -0.35 151] >B99 180 BCLL 0.0 ' Rep Slrem Fear YES .96 HomCT) 0.29WeI9M11:2621b W=O%BCDL 50 C tl FPC 177rP12014 LUMBER- BRACW6 TOP CHORD 2x4 SP NO2'Emal TOPCHORD Structural wdotl sheathing Clradly 1111W or 31 dx Parini,seal 48:2x8 SP 1,10.2 2-0-0 do purple(4-7-7 max):48. BOT CHORD 2x4 SP No.2'EXDW BOT CHORD Rigid catling directly applied!or 4-&8 oc bracing. 518,913:2x4 SP NO3 WEBS 2x4 SP NOS SLIDER Left Y>B SP SS a 22WF 1.6E or&915 REACTIONS (wnize) 1=1280',38,12=137810&B Mex Hort 1-199(LC8f Max UpIN 1=5 LC 10),12=-573(1010) PONCES. (Ib) Max.CompMenc Ter,-All forces 250(Ib)orlee.exceplv4hen.h... TOP CHORD 1�-241611414,3-4=1921/1227,45-210&1430 56=181 Y1252,57=-208N1319, 7-9-255211503,910=3049/1714 BOTCHORD 1-21=11528095,1921=-1152/2095,1&17=-105Mll4,1il6 -11802247, 14-15-15762987,414=48252 WEBS &18=-518/400,17-19=-08211570,417-31BANS8,5-16=801290,6-10=-3780575- 7-16=-65z,7-15-23254.9&15=749/4001514=-1381/2510,1,12=-1248070 NOTES 1)Unbalanced mot he loads have been considered for this design. 2)Wind ASCE 7-10;VIA=130mph(3-...nd gmQ Vasd=101 mph;TCDI_4.2pel;BCDL=3.0p f;1 2541;B=45q L qM;gave--50;Cal. 11;Em C;End.,GCp1�18;MFRS(diredlooel)and O-C EMedo1(2),1-12 to 4-312.Interim(1)431210 87-9,Eedado02)8 7-9 to 20415,Inherent)2,4-15 to 21-3-1,Eaanbr(2)21-&1 to 3&,7,Inledor(1)330,7 to 378-0,EMmz,fi2)3780 to 41-8-0 zone; canlllever tell and right emceed;dr,verlcal left sep and:C-C 1.members and traces 8 MFRS 101 raec9dns Sheram;Leads' DOL=180 plate grip DOL-1,60 3)Provide ad,..ta drainage to prevent wafer ponding. 4)11is Wsa has been designetl for a 10.0 psi bottom chord live food nonwrodunent with any other live team 5)'This Was M1m been designed Iola live lead of 21.0a1 on Pre bodam chane In all areas me.a redau le 380 fell by 280 wde ,11 fit between fi .bad.chard and any curer membem. 6)Provide me behical connection(Dy othem)of land to bearing plate capable o1 wffRstanding 100 to 14a11ft N Ido(.)except 0f=1b) 1=532,12=573. 7)Graphical prdln represenedmi aces not depict the I.or the orientation 0l the W rin along the top arol botlan thrid Joaquin Velez PE No 60162 MiTek USA,Ino.FL Cad OU 6804 Parke Eat SNd.Tampa FL 3361D DMe. August 21,2018 V Pary E M'L can I N . WYN EPo Il xnn &B Y II h I leyt -.II IX`II J • / r ` .. Al. . IryI - .ral Mllek AyyxLlpmNyaMl2in term Irw M1e IMImOe.819 N. u-1,, M9da4 d1111Gatlrp pJY�*ix.rV xaMlaFa .,amr, yT,IL ffil. loecaetaul,",. g ..ua JOU Tmas T—Type , any PN Will GFlELDBUILDERS1L24PP TIMM574 1BO]64U9 A10 Hip 1 1 Job getaeasrce -oral BMC-Mlleeay Teuse, Mitlwey,GA,31320 0.2206 May 242018 MITek lndlatde6.lrc. Tue Aup 2111:18202010 Pete, ID:Ou]�V3l�IZMOV32Bc001Y320P-6W%WQRRtlZIYMrY2c000CcvOP1¢30G%IW2igpFyleOf N.i t1 ad.]e 30.06 w2J 4119 6.56 N 11d1a Wl 6 A112 '6a E a4e sn R4 4,,.m 41140 Ss+ some-1]1.0 au= 5Ye= _ 924 3d eass 245 4 6 ] Edd 12 0 ass 2] S I' n mal Y1 213 10 II d 0 ]x10 see i 2 1 2 q 1] 'B SxB ,5 sage �= a sr8= z, p Ha 1e alas= 1a 1a 66all= Rt24x4 II 2x4 II = = 2N II rslz Ypµnz zros 4awew.t_w 1 bb6 6 a 9� N01Y - o' s Ho 1. LiN 1.1Y Pkk seesIfXYL 1 0.120 0 1403062-01180.3-00.2-0111 62A6 0111308130.1-0L 11562-12623111TD3403-12111602-00001,RB:Qe-0b2A1 LOAdNO(pet) SPACING 2-0-0 C&. OEFIL In (loc) UtWI Lld PLATES GRIP TCLL 20.0 Rete Gtlp DOL 1.25 TO 0.60 Vag, -0.3318-19 4899 240 MF20 244/180 TCDL ].0 Lumber DOL 1.25 BC 0.132 Ved(CT) -0.5]1618 4850 160 BOLL 0.0 ' Rep Stress Inv YES WE 0.95 Horz(CTf 0.25 19 we We Weight:247 In FT=0% SCOL 5.0 Cotte FRC2017)TPI2014 IWMI LUMBER- BRACING TOP CHORD 9M SP Not TOP CHORD Sllucturel wood shed n dg directly applied or 2 94 oc pu4fis,except SP No.2'Except' 2-0-0op purlins(3310 max):43. BOT CHORD W]18So N.14:2x4SPV SOT CHORD Rigid coiling drediN applied or 5-2-15 oc branding. WEBS 2x4 SP NN3 WEBS 1Row atmitlpl 1]-113,]-16 SLIDER Left 2nd SP SS or V50F 1.9E or 333 REACTIONS. (Ibhi2e) t=1286633,13=13 033 Max Herz 1=119(LC B) Mex UMHI 1-532(LC 101,13=-5]3(LC 10) FORCES. (10)-Max.CompAAex Ten.-All tomes 250(10)vless except when siwvsn. TOP CHORD 1-3=-2449/145],3A=-2034/12]4,4-5-1]13612113,S]-21561501,]-0=19661294, 39-223]/13]5,910-3302/1868,1Q11=3091/1]17 BOTCHORO 1-21-12024126,1921=1202/2128,161]=-125]248],1516=-12552906 WEBS 319_AW/481,418=315381,Sig=-]46598,1]-19=-10652020,i1]=1]9/461, ]-16=-]59/388,31H=364/682.916J41a3T2,915—326]56,11-15-13]62495, 11-13=-1264/)84 NOTES 1)underhanded!roof Ilve hinds have been melsltlemd for this design. 2) 5ft;Cat in d;EWOASCE ,EnG,t(k,VUIMI1 GCpub.l BOMWmphFRS(dimult0a3 second tgand GO EtlaIm(2)�12�W4B--312 MedoR�43-12we66.EAeo�66 l0160-15, and lig 18x-15 to 233-L Exal left )2331 k for members le MFRS react 3]80 to 41-6-0]ma; cantilever kit entl fight exposed:end vesical left exlxmd:GC foe members entl tomes S MWFRS For reactions sYwwn;Lumbar DOL=1.60 plate tip DCL-1.60 3)Pmvitla adequate drdrage to prevent water ponding. 4)This trues has been doolgnetl toe a 10.0 psi bottom dwrd live lead nounncuneN wird adY other live loads. 5)-Thus trim hes de been signed for a INe load of 20 pan on Me bdlan chord In all..M.a mdang er 33-0kll by 280 witle wall fit beN.wed the bottom chord end any other members. 6)Provide mechanical connection(Oy others)of truss to passing plate capable of w,ttsknding 10016 Wild at Idd(s)except ttdb) 1-532.135]3. D Graphical pueln representation does not depict the size or Ne odentaeon of the Pullin along the tap and rr bottled chord. Joaquin Velez PE 4068182 WhOUSAJI FLCoai 89W Pale East Bhtl.Tampa In.33610 Due August 21,2018 Pe N4^9 NO RE aE O0.Y1n a 1 'p al - MI USE bf -It , 1 11" , .e e iM X a' Ir f I 1 10 / M1 .• .. A -� If ye ,1^min2 kxa axe 11 im. WFYf 1 xie 1N >adA All arllx 4ko. 1 am 10x~1 . p4 EBNJ U dvlczticn WB tlel ens mi rar'ry� vWl yf� AMWMI CMez.OxHlwp Ml Mla4ztPd^mP^eenl e /yaeyhgpyyrxdyee M1ani�Rale a¢aNIe.LIEN Ifs SM1en1,9JIe J1)NeYmllklV LLald JOC TmM T.Type . I Cy Ply SPRING FIELD BUILOERSL 24 PP T1486<515 9403 A HIP 1 1 JM Ael pus T Aug 1 20 Page BMC-fantasy IDAN. °9 31920 IDAUTICV3AJZ&pV328c001yS2OP-yy9l rSFNcAtoi7EAI7nQDRry015IIMuiIDUhftl SO{ 108J 18614 ao %A10 al-11Y 3 ao ]ae. 1031 li0 666 41LN ff10 51110 I4R 4L2 M1 a1J 2-1.12 15-02 scale=1 5-2.0 soul II 6x8- 34= 3.0= h♦= Srt= 5 5 6 ] Asa 0 ° 60012 10 0 2M4 II e ve� 2s � n 2B ]x18 U � 2 12 s 1 0 1T 18 18'¢ em= se t5 10 Door= 9.8= SAG- 22 21 0 19 y4= 3x3= 5x0- 20- Rxl I sad 46tR I68A 6♦e e";�R pip Z al.1t Hd ty0 tea 51410 Afdtry Pleb Ogaeb Vry�" (1:0-i2,0506I4:0.8-0,0.251,[9:0.3-0,62-Oj,(12:0.24,0.1-01.111:0.0.13,0.1-9],118:62-12,0.25],p]:OJ-0,0-1-121.(13:62-B,D-2-121.12V0.1-12 0-1-12 LOADIG Ips) SINPIJI 2-0-0 CS1. -EFL In 00c) VEeg Ind PIAIFb GRIP N TOLL 20.0 Estate Orlp DOL 1.25 TO 0.50 VAIILL) -0.36 122 >B99 240 W20 244/190 TCDL TO LMnbM DDL 1.25 BC 0.911 VeruCT) -0.58 1-22 x328 100 BCLL 00Rap Slrem her VES WB 0.94 Hoa(CT) 0.24 14 We Na WelghL2381D FT=O% BAIL 5.0 Cade FRC2011hTPI2014 MNpxS LUMBER- GRACING, TOPCHORD 214 SP No.2 TOPCHORD StNeNrel Woud sheathing dram,applied or t-11-2¢Pinions. BOT CHORD 214 SP No.2'Except' aADAPI 619,11-15:20-SP No.3 2-D-0M pout.(32-1 max.):4-9. WEBS 2x4 SP 140.3 BOT CHORD Rigid calllrg dredlyapldled 015-0.15 a DDI SLIDER Left M SP SS or 2250F 1 SE or 255 REACTIONS. gloo ) 1-128(10-3A14=1378118 Mex Hm,, 1=-145(LC 8) Max Uplift 1=-532(LC 10),14=-5]3(LC 10) FORCES. Ob)-Mac Compl%ADL Tan.-All farces 250(lb)or 1.NANIA Man sFgwn. TOPCHORD 1-8=24551518.3L--Mart 324,4-5-23151/1512,58=253&1]84,11-3-295311]9$ 6B=-2117/1 sea:910=23851431,10.11=322513]8,11-12-30151]36 BOTCHORD 1-22=-12MI39,2022=947/1883.6-18--270r1]9,1]-18=-1353r2640, 13-17=130524 WEBS 322=-324931,422=-105328,42D=-352)128,5-20=-]35462,13-20-11432261, 518=-339!133.618=-191/488,617=512/456,9.1]-46.51848,10.1]-385342, 12-18=138424]8.12-14=1284/196.1016=2BL575 NOTES- 1)Umawarlced root live loads ho.Dean c Ysipered forthis design. 2)114EW O End,CE 7 1GCpu�10;MFRS(Jirnguou ect ona)and CCICIEMalorl2)0-1-12 NF 43-12,IMellorll 33 3�]-B,Ext1-40;ud )4]95 to 18514,1Ma .1(1)16&14 to 25-3-1,EMenior(2)255-1 to 3]-0-],Intedorft)3]-0-]b 3]80,EMeMr(2)3260 to 41-8-0 rale; menlllever Telt and night Dxposed;eM vedloM left exposedO-C for members and Moes 8 MFRS for heactlons aMwn;Wmber DOL-1.80 plate gdp DOL=1.30 3)MAde nostrums drainage to prevent wafer Ponding. 4)This wss hm been designed for a 100 mf boflom Gond IND load mm.rrent Wlth any Dow Ne beds. 5)'This buss hm been designed for a Ilye load of 20.OW on the Damon,chond in all ahem W nme a redangle 3-6-0 ad by 2-0-0 Wife MII Int between the Mdom chore end any Omer members. 6)pmMde meamnimal connection(by omens)of trues to Dealing plate capable of w3Mtandilg 1W th uplift at jdd(s)except fjWb) 1=532,14=5]3. 7)Graphical pu0ln 2PrDs nla,O does not dmmD me sire olihe odentatlon of me purlin along tretop mmmA t octan chord. Jcaguin VOIDRPE 140.63183 m FOsA,Ino PLDM em" me Fors,Ea#BNd Tampa FL 93810 D. 'lAugust 21,2018 WARNVn Wcpn mms'N d AFAD NOTAShe AND#XUJDE&MITE Rx E Y9L]0 RE lu- "gon, xmlryITek* u,A. .1WW Paha EM BHO. Ne dglf,'ay eclkn 0-1 bachYl olMmsaM hos Mie weAMVR11 Yuy1•C�Bxh DXlaa18NaI WtlIq ColiwxWlTM,pe.FL s36m h 1nmR MM1utlMe YlaN lee Sreet 9tlle]12 NeMAb VP2YbI< Job Teas Tnss Type . Ory PtySPRINGFIELDBUILDERS224PP ' 11148&686 '.1BO19M3 A01 ATTIC 1 1 Job Reference(oprorol BMC-Midway Ttws. Midway,G4,3132D BY[OBMay24201a MITMrWFD"t Tue Af mW1:16:13201a OIII ID:ONriCV3A_IZBIOV329c881y620P-OIBrGIFD56BIlWAEVIuSRnmuCpltVW3DWrry1eOu sunt Tn-to w s�iti�n � ca,a as. says set. iino 0011 SWe=1:723 Ease= _ BN 12 S� F8 346 II sw yA=aa6 11 Ease WBG Sa q 1D saws, / 10 20 11 ,w, Sea% a4 � 3 2 a bar L Sib Sae G 2 13 6r8 g 1 1/ 3Eil It ads to 17 16 IS 5. W6= W 11 1Of12Ert2W5= 10a12hana = 2J 1 ave N80 ,'a -n /o 86e0 tate nate l M. IM nets Plate OBeas Q(Y)- D:012,0-SO],I4:OM,EtlgeL IS:DC-10,0-i-0L P:0.39,62-121.I8:030,0-2-12L 110:04-10,0-1-0],111:Oi-0,EEpe].IId:0-0-2,0.3-06I16:638,EOge], 1111058 Edger _ LOAdNB(psq $PACING 241-0 CBI. OEFL. In (Ix) tNell 7NMI TES GRIP TCLL 20.0 Plata Glp DOL 1.25 TC O.BS Veal 9.981518 r5W 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 VW(GT) -1.10 15-18 x453 0HS 181p/3SCLL 0.0 ' Rep Stress Incr YES WB 0.18 Hoa(CT) 0.13 14 Na Sal 5.0 Cone FRC2017RP1201d 114, At& 9.831517 181 ghC2wit, FT=O% LUMBER- BRACING TOP CHORD 2x6 SP No.2'Except' TOP CHORD Slmcmml wand s ossmang tiredly applied,eacept 14,41-14:20 BE 1850E 1.5E or 2x4 SP NOA or 2x4 SP 55 2-0-0 w purllns,is OA max6:7-8. BOT CHORD 21,4 SP 2400F 2.OE or 2a4 SP DSS or Ext SP M 31-Excl BOTCHORD Fi ltl coning directly aplietl or t-4-12 no media. l(l 99 SP 22WF 1.9E or;axis SP OSS or 21a SP SS WEBS IRow at of 51&419 WEBS 2114 SP NOS JOINTS 1 Breve a Od:19 OTHERS 2xd SPN02 SLIDER Lef ttc8 SP SS or 2250F 1.9E or 4-0-13, RlgN 2x8 SP SS or 22WF 1.9E or 4613 REACTIONS. d"Ide) 1=152dO341,10=1520/0.18 Max Hort 1-28018) Naz Uphft 1=d04(LC 10),14=-404(LO 10) Max Glav I-MO(LC 18).14=1n0(LC 17) FORCES pid-Mex.Comp.tMax.Ten. All forces 2W gb)a less except w11en shown. TOP CHORD 1-3=3484814,55=3:02/841,59=-2545943,57=-31&248,79=-252/216, 59 19248,410=-2549843,1012=30021841,12-14=-34858]4 BOT CHORD 1-15=151/3230,17-18=751/3231,16-17=412/2752,1516=-0518022,14-15=1518021 WEBS 39=6ID ,5,17=41888,10-1 B=-11883,1216=570.922.8-19=-251 East], 1420=2508998,420=-2512898,1-19=-2tnVWI&- k 264881 NOTES 1)Untall toot live loads nave been con odared for On design. 2)Wind:ASCE 1-10;Vdt=1 Stall(3second gun)Vasil=f Otmph;TCDL=4.2pef;BCDL=3.Opsf;R25f1;SAW;-421q eav Sfl;Cat. II;EW C;End.,GCpl-0.f 8;MFRS(dreclional)and GC E demR2)01-12 to 4312,Inleha(Q 4-3-12 10 141-9,Eae l l 14-7-91028-11-12,Interior(1)2511-12 to 3744,External 3744 to 41{ acrfe;caHlleyerleft and right exposed;nM vertical left stool C for members arM forces a MFRS for pensions somem Lumber OOL=f.W plate grip DOL-1.60 3)Provide adequate draozge to prevent water pondirg. 4)All plans are W20 plates unless otherwise Indicated, 5)The truss has Used desigtad for a 10.0 Pat bottom aMrd live load normoomment with any other live loads. 6)'THIS truss has been designed for a live load of 20.Opsl on tide bnd0m chord in of areas where a rectangle 35-0 tall by 2-0,0 woe will fit belwsso Ne Conan clmrd and anyother members. 7)Callrlg deed load(5.o PsO on membeds).56,9-10,8-19,19-20,9-2q Wal dead load(SOpq on member(s).517,,1016 8)Bromm chord live mad load p50 and addl0onal b ttom&am dead load(5.0 pep applled only 10 mom.1517 Joaquin Vein PE No.68181 9)Provide macmoranl coay,ction(by others)of truss to beaMg plate capable of vornstanding 1000 Wild at ldt6(s)except ONO) Miiek USA,Inc.FL Cod 68M 1"100.14=404. 6904 onke East Blvd.Tampa FL 13810 10)GrepNwl pin in representation does not depict On BUe or the o0entalon of try,Cann Gong me top ardocr bot6om dwrd. Data 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 21,2018 Q wassai YYy0.a9rn F�rwa NI1FIO NDI!]ax F1YINp wCLYCF Y2alrefd/Nal vlaakF)m ase.redMla9W/If uaf neaways]buzowYv.In M1eF&ccartecba R6aMs4tab OMvuPonNmwb9Lwwaa'daMmkMUW WQgccTP'+lwntfot 1MaYdN1n aside ua.11¢Iablp�[mnww 11xa1ve4ry nieq{1't1MMaaleekxf p><anolemagpgnlry k,nnrpwasc epossy n mo Movant �Gdypr�,. B MpvltWedhbpevent[ucpkBWMAtMM Puatae6aglucicNmemneM1aYY.ItMlbuf kxnpaaymdFamawMHaneg MiTek etlwq'afepleG W rrS11hm1 baeveMcd�.9 w#h rrm4Ae naiFal wkly adpopsfly dmf. rw ginatlp4Jv¢e fe9atlp Pte sweet, t[Iao3o.ddlrefy aecxcfiVq bIXkgolmvesmlMsq'aleitn cee.4lgaRllOdYeY�q DYM4wdICI weNlrgCmw4wlel 801 ieMa EeN eMtl J/IfY6y4®yprWtl2ie Ifan InntMe MMale.2leN tee Skoal,alta J12 NamvJb VhY1J14, ie,rya,FL 93510 JobTw Tuss Type a ON any SPRINGFIELD BUILDERSA 24 PP 714081608 �18s7BM9 A02 ATTIC 2 1 Job Reference forecast BML-Midxay Tmss, Mldwey,GA 31320 82206 May242010MReklndu Uie ,im. Tus AW2111:18:152010Pa961 ID:Ou nnCV3A_R91M3MUS yS20P-MGIch-11TWP06s2Y a1fla s]%VVLTOEcWXMUI 111.11 zsloa 14a aloe We za1.a MCI 41ao ]n 10 sato Y�I ]a '� .�I o.11 3Wo=1:]83 SB= B W 12 6M ] B 3 = 9A= ars 110 9 II e 1a0 zt 19 20 2z 4x8 a x411 x411 tt sel U4 12 3 2 8 LS,` Sas Sia i 2 3 bs 14 So Sea= t0 n 19 is 1x3= ove= zN li 1m121aggM-I 16x12 MrdHS= bA II Sees= 11a 1a. 4H Y611Y 1u B410 I myasri zoiz 14a Planter Ot MY)- 11:042,0-&DL14:0,4-0,Ede1,[5.0401 0:03.0,02-121.IB:D3-0,P2-121.110:&3-0,0-0-01.If 1:P ,Edget,If C0-4-2,030),It8A3-B,Edgel, I1TP%Edge) LOADLNO (pap SPACING 2-0-0 CBI. DEFL In (Inc) Wall Vd PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 0.88 VeMLL) -0.8315-16 >601 240 W20 2491W TGDL 7.0Lumber DOL t25 BC 0.99 VeMCT) -0.941516 1529 180 W20HS 187/143 BGLL 0.0 ' flap Saes Incr YES INS 0.76 HornICT) 0.12 14 We We BGOL 5.0 Cade FRCnl7ffP12014 Metrix-S An. -0.6916-1] 220 360 Weight 26616 FT=O% LUMBEW BRACBNG TOP CHORD 2x8 SP No.2'ExAW TOPCHORD Structural wand sheathing directly applied or 22-0 an Wiftes,except 14,11-14:2x4 SP i650F LSE or 2x4 SP No.1 an 2W SP SS 2-o-0 db purin.(&00 mar):7-0. BOT CHORD 2x4 SP 2400F 2.0E an 2W SP DSS or2W SP M 31'Expi BOT CHORD Rigid telling dlrectlyapplled or 2-2-0oc trading. 16-17:gas SP 22WF 1.9E 0r 2x8 SP DSS or 2x8 SP SS WEBS 1Row At milt 19-20 WEBS 2x4 SP No.3 JOINTS i Brace of jgSb 19,20 SLIDER Le62x0 SP SS or 22WF 1.9E or 40.1 3. Right 918 SP SS or2250F 1.9E or 4-0-13 REACTIONS. (Ib948) 1=1520888,1b1520888 Max Hoe, 1=-25310) Max Uplift 1=-404(LC 10),14=-404(LC 10) MaR c2V 1=ms(LC 16),14=-M5(LC 17) FORCES. (It)-Max.ComplMam Ten.-AII forces 250(Ib)or lass except~shown. TOP CHORD 1-3-346311033,35=-307&/895 5 6=-2539/891,6-0=-465296,78-311284, &!19-1 9-1 Ce-2542/091,1012=-307M95,12-I'le-was'1033 BOT CHORD 1-1I-18=803)214,16-17=-51412]41,15-16=-8039025,14-15=8039023 WEBS 317=8501334,51]=-78801,1016=)0/889,12-18_-850834,&19-24531 fe). 19-20-244Al 9-20=2453/890 NOTES 1)UrgsNn.e l root live leads have fusion considered for Me design. 2)Wind ASCE 7-10;Vdt=Busman S second gust)Vasd=101mph;TCDL=12p6f;BCDL=3.Opl h=25tl;B Rt;-=420;edbI Cat. Il;Etre C;End.,GCpi=0.18;MW FRS inflectional)as GG ExNnor(2)0-1-12 to 4312,tMedor(1)4-312 to 12-7-9,EM9rfor(2) 12-7-9 to 2941-7.Intedor(1)29-07 to 374-4,Extehor(2)37-0<to 418 zone;raMllever left and light at¢osed;And Winter left expossel for members and forces B MW FRS for mongoose shown;Llanber DOL,-1.60 plate grip DO1=1.60 3)Protide adequate council to prevent water poodin, 4)At plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 100 fast bottom chord live Toed nonooncudmt Mih any other INe loads. 6)'This buss has tram designed far A INe load of 20,st m the botldn chord In NI areas where a rectangle s43-0 fail by 0-0 ends van fit between the ficttam chord and any oMer members. 7)Gelling dead Icad(5.0 psi m member(s).56,9-10,619,19-2q 9-20 WWI dead load(50pd)on mambegs).517,10113 B)Botlan chord live load(40a pf)and additimal botlom dR(d dead lead(5.0 pap applied only to room.16-17 9)Provide medwnical connection(by others)of tms to bearing plate caboMe M WI %MiM 19016 uplift at IciM(s)except U1=1b) Joaquin your PE N6.68112 1 A01.14 104. 1I OSA,Inc.FL Con 86th 10)Gmpircal pudin representation does not depict lire size or the onmtation of the pudin atm,Me lop eater talon broad. 6504 Pantie Eat BNd.Tampa FL 33610 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Bm., August 21,2018 Q wIB/OAl-MT/OwLnpwwbaMaFAp A'OIFJ.NTa64NO PYLUOEO MIIEx PEFfNAN.E PA4EY61a9m.rPPWI6aFb/IfYK I]�vW buad4VMBr MIMAcwYncMrt PbtleWr 6rrmJ wYY4�r Wdaelers9xwm.a,tl kid mltlfhJx4 dtlry CpMann4 roi MYwRl6rri.3Nge 04.11¢dWpdabwrrrvsi va6ly IIn QaYctliN W tl6Ad�WOlielmaad CrcFalY6ndMob Rids4r Mo11¢ovndl Ia1JgdML9u Bac6g6rtL.aletlkbpevanib Al6V of6x]Mme4Lr®Wwb Ud/d OdtlmwMsied6l'.HMbtl 9118 YUgfYHrrMilnlb 3rJ t davrylafar)MdYYYyu,tlbgeuenlag4®uYpalYapsm J6YaYdxlp4aylYddyraOa fdpreddrWuarepaW Sa WxkNKKLa1GrV.d*mrlt aa:ldradlmc69 o1M1la�taq M6MiM0 ury1I�T11 S4O6MIYn/N'1YiY6.M�wrwrF 6Po4PW Eu1eW yNy6/a•r6egnln®Rp19 Ya1Mge.21BH.lea9ree491b dIR.NeidWh VAY1D11. Turya.R 3%la Job They Traab Type , Ory Pty BPRINGflELD BUILDER54.T4 PP 4804 6] 18-0]9103 403 ATTIC 2 1 JOU ReiereTak(ndusta BIAC-Mail Trlas. Wendy.GA,31329 8T20 s May 242013 MiTek IMLLSlnes,InF Tue tip 2111:13:192018 PBp01 ID:Ou]nCV3A_f29dV329c001 y52OP-E1Y8xMK_gX SbT MQJKtI Mw PFGNPeKMGyle o vMJa z61t9x 99 7n1no wto jos' 678 s wro rn.m Srele=1:15.0 Oil 4= Mtn= B.OD I2 1as= MS= NS= 'y I 61e n0 y8 u 5 B 4m i 413 1] 201 3 10 fimc SMG f1 W,. z she 12 1d 59= 19 15 14 13 Sv1= 6= _ - W112 Mr13N3 942 MT18N5= I , 1-la age a0N aM4 140 6810 1Y-a6 6810 aIR 0191 PYt0 O8eeta(%,YF- 11:Ub2,030}14:0.M,Etlge).15:OStQO1-o618:O]-12,0301.1]:0.l-t 2.630],IB:O410,01-0L(aOM,ECge1�112:Ob2,0.30F[130-1 12.0-1-0], 11 D350881 I15'6 3-8 0 8 81 118'0-1-1$0.151 LOADING (pall SPACING- 2-00 CSI. OEFL M (lac) WNI UE PLATES GRIP TCU_ 20.0 Plate Gnp DOL1.25 TC 190 0.93 Val(LL) -05014-15 a9B4 240 Mr20 244 TCDL 7.0 Wmer bDOL 1.25 BC o.74 VM(GT) -0.J4 1415 afi]4 180 MTI SHS 240190 BOLL 0.0 ' Rep Stress Inc' YES WB o.ID H,rz(CT) 0.12 12 Ne Na BCOL 5.0 COtle FRC2017RPI2014 All Altic -0.321415 468 360 We19l 2881b FT=09E Will BRACING- TOPCHORD 2M SP No.2'Excepl' TOPCHORD Structural NOOd sheathing directly,applied or 2-2-0 oc Perna,rea l 14,9-12:2x4 SP 1650F 1.5E W 2x4 SP N0.1 or 2x4 SP BE 2-0-0w pudins(5-2-5 max):6-7. IST.04 SP N0.2 BOTCHORD Rigid calling directly applied or"-t,c bracing. BOTCHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 8M SP SS'Esl 1416:W SP 22W F 1.8E or 2xe SP DSS Ar 2M SP SS WEBS 2 SP Nos SLIDER Left 2M SP SS or V50F i BE or 4-0-13, Right 2x8 SP SS or 22WF 1.9E or 4-0-13 REACTIONS. (Issue) 1=152040-3-8,12=15201I Mev Hore 1=219(LC 9) Max Uplift 1=4(6(D 10),12=-404(LG 10) MAx Grav 1=1]]8(LO 10t 12=tAe(LC 17) FORCES (tu)-Max Gomp4Max.Ten.-All lames 2W gb)or less except v,.shoaO. TOPCHORD 1-3.34601101,35=-3DBVB34,55=-2513192],6-]=-2841/945,]-8=-2 51 392J, 310-3981193a,10-1x=597a11oa BOTCHORD 1-1&_-W�JJ188,1516=8&/31 W,14-15=-53Y2]0),1314=-8880026,12-13=888(JM4 WEBS 315=821/381,515=-881931.8-14=-981931,10-t4�621338) NOTES 1)Unbabnced mol live loads have been considered for this design. 2)Wird:ASCE 740;Vat 30mph(3second gust)Vasd=151mph;TGDIa4.2ps0 BCDL-=3.0paC 1=2511;0=4511;1,420;ea aft;Oat. II;Ely C;End..GCpi=0.18;MFRS(drwftonat)aM C-C Ea edor(2)61-12 to 4312,Ihiehm(1)4312 to 10-2-11,Eadea 2) 1(Y2-11 to 31-5-5,Intern 31-5-5 to 3744.13744 to 4154 zofa;cantilever left and right epAsedi eM vMical Mb exposec;F for members end forces 8 MW FRS for reaction slrovm;Lumber DOL=1 AD plate gap DOL-1.W 3) ProMda adequete consu a to prevent water bolting. 4)At plates are W20 plates unless Ofhelnise Indiwled, 5)At plates era 3x4 W20 unless otherwise indiwt d. 01 This truss has been designed for a too pal bottom chord live iced wncorcurrehi Mtll any other live loads. 7)'This Imes las beendesigned for a live load of 20.0psl on the bottom chord In all areas where a mctalgle 380 fail by 2-0 came Wil fit between the b,ttofn chord and Any other members. 8)Celing dead load(5.0 psf)w member(s).55,6-7.7-8; Wall dwd load(BOpst)on membOr(s),61A 844 9)Bottom word live load(40.0 psi)and addllimel bo=om ch„E dead load(5.0 pat)applied ways,room.14-15 Joaquin Velez PE No80182 10)Protide mechanical conrantl,n(by Ansel of these to beanlg plate capade of withstanding 1001b uplift at Joni except Gwb) µTek USA.for FLLen SIM 1=404,12-404. 89M Phil East Blvd.Tampa FL 38E1s 11)G1aphlza puffin representation does rut dl the Am or the operation of the pudin along the top anlLor When word. Daft 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 21,2018 Pa1e,M 0.V E NCE aE F 0� I 1h1 1 .m1t m,nk Ma q MiTek ..w Im 111 1 1 lrnvs. a a. ,91 nix 0 iueµld vi n n -n[I of 11 msrvder seeAN(Ilryrpwlx LRnb,PHdran4 aLL WWhP ewnpwlMfl as.Pale. I.,. ILVarl 4 66nfxem.eommvanllE'n.m n,u FAl the the LealNleet.vxla7a�a.awvnrz2m4 r,,,roa.FL aoolo Jab T. Tithe Type Oly Pty SPHINGFlELD SUILDER5220 PP 8095BB 1107BW3 A" Hip 1 1 Job018 MiKa(apfiorell BMC-Mitlway Ttua, Mltltny,GA,31320 3220c Mry242018M jE6VuLcieIJO Tue Au9211WH0 I20SEXp1 ID:Ou]nCV3A_QBItlV320cB01y320P-jE6VdLCPrlJ0daW95LYhZ�WH2&yC9p3E%ry1eCn Al r ]id a�1610 631P Bd 14 611-1i )64 SaN-1:roa S®_ 2x411 69= As 62,01 2A 6 6,00 12 ROI.1e rax 3wa 3 IT.11 24 he Shcc 217 a Sta c I 9 1 SiB= 16 15 14 26 13 W 12 11 10 6.8= 3B= 2M 11 ata 3.8= .h+= 2s4 11 ata= ndbr 4naO i p 1 p°° salx 1 NI12 60 "A Wry �ta D1�11 Plate OBsedlixn-- 11:as20-3011+:aaD o-2'Bt x80-89 az-BL 19:0-520301 LOADING('11) SPACING, 230 M. DEFL In Qoc) vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 VWILL) 0.19 13 >999 240 NIT20 2"1190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 WINCT) 0.3013-15 >999 180 WILL 0.0 ' Rep Sheri Ima YES WB 0.98 Hoa(CT) 0.14 9 Mr We BCDL 5.0 Cada FRC20179P12014 MNdx-S Wat 245 to FT=O% LUMBER- BRACING, TOP CHORD OM SP Re.2 TOPCHORD Slrudural wand sheathing directly applied or 30-14 be purlins, BOT CHORD 20-4 SP NO2 except WEBS gal SP MS 209 oc pudlns l3-1"max).44. SLIDER Left 2 SP SS or 2250F 1.9E or 39-15, BOT CHORD Rgid calling i irady appiad or 54-10 co bledng. Right 20-8 SP SSor2250F 1.9E or 3915 REACTIONS. (IMire) 1=1324/0.34,F_1324M38 MazHon, 1=2001LC9) Max UpINf 1-550(LC 10j,9-550(LC 10) RDRCES, Qb)-Max.Comp.Rrtax Ten-Nlfomm2W(lb)orleeaexcaptw .nahown. TOP CHORD 13-251AM476,34=-201 W1288,0.5=19WU1340,54=1903/1310,6-7-201W128q ]-8=25101478 BOT CHORD 1-16=-12082252,15161 1315—StW T)1,11-13=8A11]20, 10-11=-12082182,510=-1206@182 WEBS 3-15=-550"0,0.15-1561396,412-1651425,513=x]9288,6-1311,1654125. 0-11=-156388,7-11=-5541410 NOTES 1)Unbalanced roof Ilya loads have been considered for mus design. 2)Wild:ASCE 7-11,YURI30mph(3Secondgust)West 01 mph:TCDl=4.2,ilb BCDL-�.Opsf;1=25X;13 511,1=+2X;save=511;Cat II;Exp C;End.,GGpl�.18;MW FRS(directional arof C Exlenog2)at-12 to 4312,Interlmit)4112 to 8-]9,Exleaor(2)17-9 to 20345,Intedor(1)20-4-15 to 21-3-1,Exa IN2)213-1 to 330.7,Intedor(l)33-0-7 to 3744,Exlerbr(2)3744 to 414-0 zine; candlemr left end fight exposed;and voalcal left exmbm,,C-G for members and faces 8 MW FRS for re xbors,shown;Lumber DOL=140 date grip DOL=1 80 3)PmMde adequate drainage to mvent water posting. 4)This Inns has been designed fora 10.0 pet lemon clard IMI two nonconwrtent Win any other live loads_ 5)-This was has been designed for a live bard of 20.Opsl on the bottom clwrd In all areae where a rectangle 34-0 tal by 2-00 adds will fit bantam the bottom chard and any other members,Win BCDL=S.Opst. 6)PrOVlde mecl mica)connection(by others)of truss to bearing plate capable of xf0atanding 100 lb I'M M jointly)except awth) 1=55Q 9=550. 7)Graphical pualn raprseentation does not depict me aim or the orientation of the plain mow the tap motor bottom clmrd. JoagvinvUNFE80.0102 11,74U3q Ina FL CW UU MPm EM ,Tanga FL3M10 Das: August 21,2018 � Qw4axwe-v.,eM eww„v�w,lww.m�exaapxeres pxnnaxm wnuaaa mrexaerexaxre racenm]anrev.emoyrzsrsaeroae use naYan Wltl In wreMY'uIT MIIviRewmeedo2 MNesLJn aMud.NY uP"+m tnmmutm Nom.untlkIca a tr3NXrtl WYtlYUJ='xnlxm+nl rot aa�ryocisr, iwav¢.Oe LJICYxIOxY{xm mal valM�Aff4am11N oldeilpnppamelers arlww+NV FCMwxow lMIXi9nn me,nx.,,w nn 11 WAq dv�.amxgbM�'aledabpxvenl burNYr3 WIMNNW IuswehaWlnaMd memCnaaYw. PWIMYIemPXW airy annrmmTl 111.Inn WOW edwaw e«wsee u,e.maMama to aevemtcoumw wml�ad+e oel+«Id».rand lxmeelrao�e. rw gawea glxamceregaear.,a n. i2MIMM tlarye.aelNay aeclbnm]aacxp ollmmsOgoxl. lms+eeMylFrls. 14, Mb.pIH/Oq K'I1/Ag emeponw'er e9w P.FL 3RI0 alVxyYatl4mlxrvduMe tan lelal3ale laeaee.zla x.laa slwal.31b31z.rlaxmalo vnz4 14. nmP..a yJels Job Truce Thus Type O1y Ply SPRINGFIELD BUILDERS224 PP TIa6645N ZOlo v 18-071)03 HOS Hip 1 1 Jo0pa MIrce Indusnall BMC-Midway Trus. MNwey,GA 31320 BRIOaMayhalYBO66Tek lw2UE WIre. ThedP7d) 111162,,Spo Pa9Bt 16.Ou]FCV3AJ9,1-L2 9c801y520P BOpry2LECe%gnWiiAsnP]601vamERgr3p03Bylepm 888 1264 18612 l 23]1 291-12 36110 4480 88-8 S7 t-14 560 588 SBfi 5-1Y1i 666 � One.1707 2M // aw— 3e,= • 6 6 21 3 B.CO 12 2xa 0 d // 3 3 13 23 10 A 2 11 I y8- 17 24 I6 15 25 ZB N 13 2) 12 ffi_ 3sa= 3m= 3m= 394= atm= sra= t^ BS10 1314-13 2533 232-5 4040 •18-0 110 ]-1-10 ]-118 6166 7-11-3 )-I-1f ILO PIeN OOeMa(%VI-- 1145-2 tr30114'0-3062-01184300-20111145-263-01 LORDING(pat) SPACING- 2-0-0 C81. DEFL. M Qac) Vtlell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 056 Ved(11) -0.4615-1) a999 240 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OTB VW(CT) -0.4114-15 a999 180 SCLL OA ' Rep Stress Inv YES WB D33 HOO(CT) 0.14 11 Ne we BCDL 5.0 God. FRC20179P12014 MMdxS Wall 23516 FT=M/ LUMBER- BRRCING- TOPCHORD 914 SP Not TOPCHORD Shadurel wood shee86ng divas applied or 3l-3 oc purlins,except BOT CHORD BM SP Not 2-0-0 op purlins 138-]mea):48. WEBS 2x4 SP No.3 BOT CHORD Rigid Pahl,direcXy applied or 5-2-15 oc loading. SLIDER Laid 2101 SP SS or 2250F 1.9E or 335, WEBS IAm at anal 7-15 Rlgtlt W SP SS M 22WF 1.9E or 33-5 REACTIONS. (Ithaill 1=132N 38,11=13240<ie Max Horz 1=-1)3(LC 8) Max Uplift 1=-550(LC 10),11=-5501LC 10) Max Grav 1=1337(LC15),11=1345(LCi6) FORCES, (Ib)-Mex.Comp.JMex Ten.-All lomee 250(ID)or lass except wren spawn. TOPCHORD l3-2568/1532,31=242WIW5,4- 2101M3 .&7=21]0/1452,]8=-212&1391, 6g=2441/1525 9-11-258U1532 BOT CHORD 1-17=-1265@358,151]-93511933,14-1 5=110 6 2 201,12-14::9 831, 11-12-12682243 WEBS 317=-320341,4-1]=-284/4]5,415=-2081574,515=8285237,7-14=--,KN ), 61m-z11/590.61z—z&N4]0,912=820/J41 fill 1)Crossroad!roof am loads Mom bean consideretl for this design. 2)Wind ASCE 7-11,VulFl30mph(3-second ,Of Vaad=101 Mph;TCDL=4.2pa1;BCDL=3.OFsf;Ir2)4L B=4511;1=4z8;mow5ft;Cal. fl;EVC;End.,GOp1L,D.18;MAY FRS(directional)and C-C E18edo42)0.1-12 to 4312,IN m(1)4312 b III w.g2)65-7 to 154-15,Intedm(1)1"15 to 233-1,Exledor1z123 3-1 to 352-9,bt Ml352-9 to 37L ,Exledor(2)371-4 to 418-4 zone; rendritertell and fight egwsed;end veltical left exposed;C-C for membere and known&MFRS for rear shown;Uxnber DOL=1 60 plate gdp DOL=1.60 3)Provide adequate lovas,to pavent water polMll 4)All plates are 5x6 MT20 unless othoowisa infUwted. 5)TWO Iles hes been resigned lora 10.0 pad baftom chord Ilve load nonan peranl Min any other IWO bads, 6)-Tills Was Iles been designed for a live load 0lhl opsf on the bobom chord in all Baas Mea a rectangle 38-0 tell by 2-p.0 Woe off lit between the hobam chord and any other members,Mtn SCDL=5(tpst. 7)PmNde mechanical appeal(by otners)of Imes to healing plate capable of withstanding 1W lb uplift at IdM(s)except Qfdb) 1=550,11356, 8)GrapMral pudin mumsenlallon does not Rapid Ire size or the orientation of the purlln along the lop Midair bollen prom. Joaquin Velez PE Nautili Mirk USA,Ine FLGMMA 690 PMN East BNd.Tampa FL 21610 DMs: August 21,2018 IQom•myoma-vmxe..q.v.1..,.re,..riaJruoxora ox7ws4xa wcwaeo xn4xx4r4w.4xca vade4w7anr...rawmr4asoae sea wain inn m,�w4ywn,rnX��reom.mxa�+xn ao�aorvvawn q.w.�mrsw�.,.wblw mnawawaMaomwwmaof evswilwn Bolwauo.MadlQlq Ostl9r wiw mW wnfY fro q{YCMINoI[H9y�p�aneleeadgw�wNMapwN16 M[Iapn Mopnovwtll ixldlgdaYar,®abf2avXvletlblo gevenl tUCtla9 ofaWNMdl�welm]/ucl'utlmanlmwYY.Ptl]6wJIemMW mh Ponna,eniMa9q Mffek' bdwnfaaietl MiMMXyaM bgevenicdlop with FadepewMOwry Od poplhy faxnda. rgaaffwalpM�ca reaa4ia Rre IRR.1Mr,.Gw� OeAery.aecMnW bIXYy olMReaaM MryLaN0.aseAMP1N10i1Y C/Im CMFOp K!/iYOCMMWIN wwNP EM3Mtl. 6obMbami waYom Ainflole x'tllMe.RIa N.LeB SYBBI.91X8 a12,/bvvMel Tnipa.FL 9210 Jon 11. Jab T. True Type Ory Pty SPRINGFIELD BUILDERS&24 PP mase sro 1&ON403 Ace Hip 1 1 Job Reference 'Orel &AC-MIUWey Trucs, MiEway,GA,31320 I : ` May 24Tex INB mTaeA11:18221 DOufiCVA�VMdVW0lySWP-kDFONMH3HINOyLgTJUGMg76YLWSq Sha IOdd IR55 R4R11 311-11 M-110 tl6o � Sdd A-114 811-1 645 6111 41YH 50.6 6We=1]11.] 59= 34 Ides=34= Ste- 6.be12 4 1 5 9 ] 4B 2a, bA i 6W 9 18 Sae C R 2518 1 it WB 17 18 16 1a 13 12 A8= a6= as= = aro= do= am= are 1612 He hat lif "Le 1. H s�t�u a aa,60 PIM Cft p,,;(X Y1- f 45-2 - I I ' 60 0281 [8:040,P2 0] Ill45- .63-01 6 LAMING(Int) SPACNIG 72�� =. OEFL Ingac) gMl tM PLATES GRIPTCLL 20.0 Plate Grip DOL 0.90 Vad(LL) -0.3511-12 0998 24o Sol 2441190 TCDL 7.0 Lumber DOL 0.91 Ved(CT) -0.57 1-17 >Un 188 BOLL me ' Rep Stress loor B 0.58 Horz(CT) 0.15 11 Ne the BCDL SO Code FRC201DFrx-S Weight:220 lb FT=M WMBER- BRACING TOP CHORD 214 SP No.2 TOPCHORD Shoomral wood she N Mredy applle0 or 36-15 oc pullds. BOT CHORD 2x4 Be No.2 except WEBS 2xd SP No.3 2-0-0 cm pudins(2-2-0max):4-8. SLIDER Left 2x85P SS or 2250F 1.9E or 288, BOTCHORD Rgid calling thready applied or 5-0.16 oc belong. Right 89 SP SS or 2250F 1.9E or 288 WEBS 1 Row at micipt 7-15 REACTIONS. (It/ods) 1=132410.30,11=13241038 Max Hoa 1-145(LC 8) Mex Ufhift 1=550(LC 10611=-55)(LG 10) FORCES. (161-M®.Canp.IMex.Ten.-All tomes 250(Ib)or lees except when shove. TOP CHORD 18-254711577,34=228&138],4-5=255 ltl 4.i7-255&1825,]-0=-255M1825, 39=2282113¢],9-11=254]1151/ BOT CHORD 1-17=13162222,1S17=10IXU1974,tb15=-13222559,12-14--1ODY1974. 11-12=13162222 WEBS317=316351,41]=1W231,btrx-IO1I822,S15=-990280.7-14=-0412BJ, 8-10=-402923,312=-104231,&12=-31]250 NOTES- 1) OTES1)UMalencetl roof live loads have been considered for MIs design. 2)Wind:ASCE 7-10;Veit=130mph(3seoorM gr hu Vasd=101mph;TCDL=4.2ps[BCDL,3.0psf,Wall;B=8511;L=42X;save=5ft;Cat. 11;Em C;End.,GCpi-0.18;MFRS(MreotlonSh and C-C EMedor(2)0.1-12 to 4-3-12,Interm(1)431210 4-7-9,EAWor(2)4-]-9 to f 84-15,Mtenor(1)164-15 to 253-1,Exterm(2)253-1 to 370-7,Intedu(i)3]-07 to 3744,Extenor(2)3]44 to 4184 ztt1e; cantiever Left and right eNrosed;and vertical left exposmLC-C for members poor folcm 6 MFRS for leactlme shorn;Lumber DOL-1.60 plate grip D0L=180 3)Provide adequate drainage to prevent for po.di.g. 4)The I]osa has bean designed for a 10 0 pal bottom choN live lead normonourrent al any otmr live loads. 5)'The truss has been designed for a live load of 20 ODsf on the bottom chord In MI areas Mem a rahlalgle 380 tall by 2-00 Wale Mil fit belwaen the boftom mod ant any oMet members. e)Provide mOchaniwi connection(by mners)of truss to bearing plate capable of ashslandrg 10011 uplift at ldnt(e)except(Itdb) 1=550,1134. 7)Graphloal mon representation&as not dapid the size or the orientation of fire prMn Mang the top andloa boltom chord. Joaquin V<let PE N..86182 WTOUSA.Inc.FLCMMM 8604PadoflintBNd.Tampa FL33810 Dao.: August 21,2018 �WABNMOVar jEWpn pxmmnaavpaEEOMalE5aN1XI5 ANO P'LWMON]Ex aEEFPAN[E PI4EM.1]aAm.f4RA16 BFW11FefE vaa0la 1rseoNV'^7�MIekFmnreaw.c MSJYgi cdmaY aayu{»n paumaleo Wwn.ontl zlw m MA]M dlMpcmyxmeni.ml GBlnayalem.&Nwe taWRrb defy,n mrul valN iri�gxYwfMN ultle9y�pwm,elers u,O prepenY Fcwohor. xed,M�lnbtlw ove'dl tT Aaq tleWrl ® lglrctWedklo Pevenl WCWrq nIKkMMM1unwe11ad1w dgrd mamCertwYY.MdbWlemWW VN03tmmwnl Mrt'Inn MT®k a RwgirepJeOMrIYIMyaglo perenlcdlgee NM WEANa�awxx naxYaq P2�wlYdmple. r«4a¢rtl BEbcerW0dr9 Ma sea E.n axe. loammn rom9e,aaNaiaerac4nnmd aa,*reolmmwa.tmsmleNc.avAraVMfraerr6xFrLe.dsnarsvAlum�4rgvn+«n T.,m..FL Ft aalo 4xazrywwswwrdenann�Rrne manna.zlan.tNv slreal.a41aa12 na.meb.van u. Job Thies True Type . a Ory Fty SPRINGFIELD SUILOEfl5L 24 PP T14PR46J1 160]&Ot A07 Hip 1 1 Job Reference bowl BMC-Midxeyhnss, Midwry,GA.31320 8220s May 242018P-7p NjNUeR4496ue/wp GIG18232016Pape1 IDONIICV3gJZ&OV329c861yS21]P-]pMNjNUpnP114g5pbvFWBeOjGULBIMmIvOlylaOk Lab b6a IWz zo1P0 M.Il.la 3al.lz Hilo lea ab8 sn.11 swu all. Eau 61.14 111.1a t-0b Ewe-1:JOJ se= am F1-2 4 3xa= 3a- 3i 7 21. ol-8. GSM= ae 18 5 0 6 2 8 L 2x4 i ''yJlll111 Afi O J 10 .� 1 12 yy d 56= 18 1] 16 15 11 19 Aa= 3,m- 3110M32CH6=6M= Sal- 10 M32p15= 3x8 3.8 al. MA'O 1 L h )Oa ~ and ~ 6e8 aMZ 113 Pial Ott ml(XY)- 1 952 0 301 100&00.2-0118' 30 b2-01112'PS-20.301 LOADING(par) SPACING- 2-0-0 CSL O Lot In pm) VtlePLATES GRIP TC11 20.0 Plate Grip DOL 125 TC 0.51 Va I 0.35 1516 >998 240 MT20 244/190 TOOL 7.0 Lumbar DOL 125 BC 0.78 Veft(CT) -0.58 1516 x654 180 W20HS 16)1143 BCLL 0.0Rep Stress In YES WS 0.35 Horz(CT) 0.18 12 nla Ne BCDL 5.0 Colla FRC20179PI2010 MatrixS WagM:2181b FT-O°6 LUMBER- BRACING- TOP CHORD 2x4 SP Net TOP CHORD S1rucWrM ami sheathing directly applied or 3-7-10 oc purlins, BUT CHORD 2x4 SP Not except WEBS 2x4 SP No3 2-bo w purlins(3015 max):4-9. SLIDER left star SP 5S or 22WF 1.8E or 2d-11, BOTCHORD Rigid ceiling dlectly,applleO or 4-7-2 w bracing. RightMSPS5ar2250F1SEar 2-1-11 WEBS 1Ross at mldpt 5-18,613 REACTIONS. (Ilei.) 1=1324/03E,12=1324193-8 Max Horz 1=118(LC 9) Max Uplift 1=-550(LC 10),12=55110) FORCES (Ib)-Mmn.Comp.M .TM. All tomes 2513(Ib)orlass exoeptwhenshown. TOP CHORD x8257811549,3-0=-23]1/1408,4-8210fi/1326.56 3045/1®0],68-3J4S18D], 38=21011326,9-10-2371A4 ,1612=-2576/1549 BOT CHORD 1-1 81 3 01/2 2 4 6,18-18=15312930,1516=-165813193,1515=-1531/2930, 12-13=130122413 WEBS 318=217287,at8398r165,518=-10791558,s1869A312,616-268/152, 61ac-268/152,3U,-BBPJ12.8-13=-10791558.313=3981)68,1013=-21]/25] NOTES 1)UMabnmd roof he loads have been considered for has design. 2)W Ihd ASCE 7-10;V W=130mph(3second gum)Vasd=101mph;TCDL=42pei;BCDL=3.Opsf1!025X;13 15f;L42ft;eays-5M Cat. 11;Exp C;End.,GCpII 18;MFRS(dreclionag and C Exlerior(2)0-1-12 to 148-2,INedor(1)143-2 to 2611-14,EtledoR2) 2611-1410414 whin;cemilavar 10 and right mlpoaetl;and VeNcal left erpoaed;C-C for members and fomes S MFRS for raat8ons shwm:Lumbar DOL-1.60 plate gap DOL=180 3)ProNds adequme deinege to prevent water p0ndirg. 4)NI plains are W20 plates unless oneness,Indlwfed. 5)This mss has bean designed for a 100 pm bonen Nord INe load nonconmarsnl x4111 any otter live loads, 6)-This Imes has been designed for alive load of 20.0psf on the bottom drool In all areas where a rectangle 3E-0 tall by 2-0n)wide will fit between the bottom chard and any other members, 7)Provide medlanical Connection(by others)of truss to bearing plate capade of Withstanding too 1b Will at joint(s)except gt=1b) 1=590,12=550. 8)GlapM1iral plain represenlabon down Imt depim Me sins orthe orientation of me purlin song the top anlor bottom cM1ON. Joaquin Velar PE N0.68182 MiTAUSA,Inc FL0M6634 safe Parke Eam BWd,Tampa FL 33610 Dae: August 21,2018 Q N4mY1e�Vweyl�MnF�..M6F4a MO)Ea ON)a6dNO NCLWFO INEk aFfENINCE 6tl,'YO �1xYtl v¢oNy wM MIeMAcmcvlmxtdlleLgnal r1 uNY urnnlxxanete¢aMnm all `Jo 1 Irlmay5lem.Wlae U».IIx MWYp tlefarelln.¢IwMN lne,yylkdMlN of Wtlgnlwunelers wd qq 1 1 wa�awMn aWgrcNnalerlalo gevall dmWreOn MJNMWInnWebm]1«ddd memhaaaey . . 1 ::. �M�a, MiTek' •awnleyAadmr4mml a,orowew enoom wain mwuaa• kwv mdgwreraanae r µlwa,l ore renewer woe P.n.Lma.me. kYetMbrt aaO,la.tlMlaery.xeces aq bwhp Mlnvesaullnaryaa'nceeeAlrlFII OIOMCYM.pYdFmOICJWWIp CCIelpFL 9361a Ay/xa/aelbPvy3le ka�au¢Mle aultlme.21ef11ne 5fieal.elle Jll Na[axAla VA22'Ju. Ta1rya W1® Lumber design values are in accordance with ANSIfFPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek* OFFICE COPY RE: 18-079403- SPRINGFIELD BUILDERS&24 PP MiTek USA, Inc. Site Information: 69114 Parke East Blvd. Tampa,FL 33810.4115 Customer Info: Springfield Builders Protect Name: Model: Tupelo Lot/Block: 24 Subdivision: Paradise Preserve Address: City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 64 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61615-31.003,section 5 of the Florida Board of Professional Engineers Rule o 0 No. Seal# Truss Name Date No. Seal# Truss Name Date s @� _ € \ 1 774884565 A01 821118 18 714884582 C04 821/18 g e �Oa 2 774884588 A02 821/18 JIV 114884583 1 C05 1 8/21/18 z €$ € E B 3 774884567 AM 821/18 20 T14884584 E01 18121118 F 3 d g o 4 774884588 A04 821/18 21 774884585 E02 821/18 5 774884569 AM 821/18 22 714884588 E03 821/18 u 6 714884570 A06 821/18 23 714884587 F01 821/18 Pas ¢ ¢ Wo I- 7 7 714884571 A01 821/18 24 774884588 F02 8/21/18 g 8 T14884572 A08 821/18 25 174884589 F03 621/18 s .q 8€ O O �u 9 774884573 A09 8/21/18 26 774884590 F04 1 8/27/18 z a $oa 10 714884574 A10 821118 27 IT14884591 FOS 821/18 . 11 774884575 A11 8/21/18 28 774884592 FOB 821/18 `= s A� i 12 774884576 A72 1/18 29 774884593 08 / 02 =tea 13 T14884577 A13 821/18 30 T14884594 F08 821/18 e � 14 774884578 801 1 8/21/18 31 T74884595 1 F09 821/18 z 6 .o 15 714884579 C01 821/18 32 T14884596 1 FF12 821/18 1/18374884597 1116 714884580 CO2 821/18 0 O ra 17 714884581 003 821/18 34 714884598 F12 821/18 U1UII The trussdrawing(s) c.un referenced at su have been prepared by ♦♦♦O jIN MiTek USA,Inc.under m direct su rvision based on the ammeters ♦ 5 N provided by TmssMart Building Compts,LLC. SF•'., 'y Truss Design Engineer's Name: Velez,Joaquin 1-82 ' My license renewal date for the state of Florida is Febmary 28,2019. ` ;' •• IMPORTANT NOTE, The seal on these truss component designs is a certification TATE OF '0/ that the engineer named is licensed in the jurisdiction(s)identaied and that the 0'.• (V Z designs comply with ANSIRPI 1. These designs are based upon parameters T •. P,.' ♦� shown(e.g.,loads,supports,dimensions.shapes and design codes),which were 4��F O R 1�. G�♦♦ givento MiTek. Any project specific information included is for Walkscustomers iS•/••••••••� ♦♦ file reference purpose only,and was not taken into account to the preparation at tr NAL ♦? these designs. MiTek has not independently verified the applicability of the design t trrrtll parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs Mfr& Room into Me overall building design per ANSIRPi 1,Chapter 2. fIBDI BkLL Ta a99n4 DW: August 21,2018 Velez,Joaquin 1 of 2 RE: 18-079403 - SPRINGFIELD BUILDERS/L 24 PP Site Information: Customer Info: Springfield Builders Project Name: Model: Tupelo Lot/Block: 24 Subdivision: Paradise Preserve Address: City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 774884599 F13 821/18 36 IT14884600IF14 821/18 ' 137 IT148846011 F15 1821/18 138 I T14884602I G01 821/18 1 139 1 T1 4884603 G02 18121/18 140774884604 G03 8121/18 41 T14884605 J02 8/21/18 1 142 IT14884606 J02A 1821/18 1 143 IT14884607 JO?J04 1821/18 1 44 714884608 JO4 821/18 45 IT14884609 J04A &21/18 46 IT14BM10 J04B 621/18 47 IT14884611 J04C 821/18 48 T14884612 J06 8/21/18 49 714884613 JO6A 621/18 50 IT14884614 J0613 8/21/18 51 IT14884615 JOBC 821/181 52 IT14884616 Just) 8121/18 53 IT14884617 J06E 821/18 54 T14884618 JOBF 621/18 55 T14884619 JOBG 8/21/18 56 714884620 JC08 821/18 57 714884621 JC09 821/18 58 714884622 I JC09A 821118 59714884823 JC09B 821/18 60 774884624 M01 821118 161 1 T1 4884625 1 M02 821/18 162 1714884626 1 M03 _ 8/21/18 63 I T148846271 PB08 18/21/18 164 IT14884628PBOBA 1821/18 2 oft f' NOTICE OF COMMENCEMENT —r Stateof rl`Dri.le Tax Folio No. j7z 37(e -OI(p5- County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal Description of property being improved: L �" Z4 I an��S� 1 r�jiva. 5�l1�S�A.t Address of property being improved: god General description of improvements:Owner: l`T }ia1 r� „v CKs (.t.L Address: 11 Owner's interest in site of the improvement: KSS fyA -� c.l•.5�«ft`� 1�(- 3'L2 T7� Fee Simple Titleholder(if other than owner): b Name: — x�f1Y / y Contractor N(A Address: ( 5941° /I 'Inn Telephone No.:,-169 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: FfS,y{ @ Expiration date of Notice of Commencement(the expiration date Is one(1)year from the ordin oA xt'F§2dit a is specified): 'F- '` BmticOmnlbUn PUNSOntlem*.wr THIS SPACE FOR RECORDER'S USE ONLY OWNE Signed: Date: Doe M 2019107599,OR BK 18785 Page 2248, - Before me this day of 20 in the County f Du ,State Number Pages:1 Of Florida,has personally appeared Recomed05/091201911:11 AM, Notary Public at Large,State of Florida, ry of Val. RONNIE FUSSELL CLERK CIRCUIT COURT DUVALCOUNTY My commission expires: RECORDING $10,00 Personally Known: or Produced ldentl9catio OFFICE COPY •Ir:S.yr Revision Request/Correction to Comments **ALL INFORMATION r i HIGHLIGHTED IN i -N P City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 4-syl--t' I Revision to Issued Permit OR ❑ Corrections to Comments Date: Project Address: got Contractor/Contact Name: Contact Phone: �`l �yZ d2Us Email: Ocke�,-���k �v�� Q M�- �• ���1 Description of Proposed Revision/Corrections: (� `` R �e� t QED I 12 1nLrS.A ,,Q��5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) Building Department • Will proposed revision/corrections add additional square footage to original submittal? City of Atlantic Beach, Fl No El Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additAvu : se in bu va to original submittal? Vo ❑*Yes (additional increase in buil $ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent (Office Use Only) IS4�Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments TVs+ S(0 r-. 02-eyi %Icj^ 4 D'er r ki Department Review Required: ui ing� Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 OFFICE COPS' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA (*REQUIRED) *Project Address: Permit#: �� ' c) (7- l *Owner/Project Name: 5 'i n e ° �'• L�e� F ��ari As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging �`��� -rte Ci 2. Sliding C i\ 3.Sectional 4.Garage Roll-Up S.Automatic 6. Other B.WINDOWS 1.Single hung M j S�y:= 5�.. F 7 � 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed PA L 6.Awning EL 1 -2 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18