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1739 ATLANTIC BEACH D TRUSS LAYOUT -- All claims for err®r or defective material -_past be made within 5 days of receipt of goods and prior t® installati®n. Otherwise, said claim will be denied. --- � LOADING CRITERIA ---- Roof Floor 40-00-00 Top Chord Live Load 20 40 p.s.f. 16-00-08 I, 3-09-08 14-04-00 5-10-00 Top Chord Dead Load 7 10 p.s.f. --- --- -- k----- Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1.00 ----- ---- -- - -- ___ Building Code FBC 2010 RES - - �-- � Wind Standard ASCE 7-10 _, .._. O 0 o Wind Speed 130 m.p.h. ® % '0 Wind Usage RES. CAT II C' 18-11-0 Wall nG02(6) Building Exposure C I Building Type Closed Raked Wall NOTE U o It is the responsibilityof the building odesigner or architect to de O structure ne appropriate ons shown o/on n truss engineering.r trusses to Specialo I� .- m i - p - .----- ----- ---- -� _ --- - moi' considerations for mechanical equipment and/or plumbing(and 2-00-00 —,I r e �z y ®i 9 their connections)in truss space must be diagrammed by the a '-- HTu2� h , builder an approved truss layout prior to fabricator. I I Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 x999 ; 1 (sections 6.0 and 7.0).Accordingly,it disclaims any ,.� HTU26 responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses N O r0 _ manufactured by Manning Bwldmg Supplies. HTU26 _- �._ .I., Warning: I;�, o � ; th, Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or HTU26 A truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is ( �• always required to prevent topplingand dominoing during HTu26 li erection;and permanent bracing which may be required in C:) o �i r- ' - ••- - ,O -v.� specific applications.See"Bracing wood trusses commentary O O G04B(9) and recommendations(BCSI 1-03)for further information. , - — - - — 00 j ® ::--HTu26- y,' --� o Trusses shall be installed in a straight and plumb position. A Where no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered HTU26 ! design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. I HTU26 % bottom chords. Approved truss anchor by builder. 24":o.c. -- ------ - Square out overhangs. � 1 { _ HTU26 les � Varies H01 G HTU26 - i M e G04A' HTU26 ( s-tiz^ 12 eRc. _U 1 O � G04 HT z6 02 2 �Unless noted U otherwise Typical Truss Ends _ Hatch Legend / - G03 HTu26 p' H01 PLATE 10-1-2 - ®erekglVlUrera®fPERecord—:---- H01 ILPEo i PLATE 19-11-0 :.., Go2(4}: � .; #714.57 o N O PLATE 20-11-0 o 4745 Sutton Park Ct#402, I i co Jacksonville,FL 32224 — U - - !Manning Building — - — Supplies, INC. j G01 11155 Philips Parkway Dr.E. - Jacksonville,FL 32256 �% s Phone:(904)268-8225 260-2981 VV�`vyV-MES-COPi�.CCt� __ JAX-fF�IJdSC�ftc�S-COr;=CG�M 13-05-00 6-05-00 14-04-00 3-10-00 O O, Customer: (- ---— — O Glenn Layton Hms -- -- — 40-00-00- _ r Holloman Residence LoitlowSub-div Lot 31 Atlantic Beach Drive --—— '. Scale: ate: raven By: Job Number: FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMB®ARD 15432 N.T.S. /25/2015 JB I J140588-A All claims for error or defective material past be made within days of receipt ®f goods and pri®r to installation, Otherwise, said claim will be denied, LOADING CRITERIA -- ---- --- 40-00-00 Roof Floor Top Chord Live Load 20 40 j p.s.f.f. 16-00-00 _ _ 24-00-00 Top Chord Dead Load 7 10 p.s.f. Bottom Chard Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.s.f. N vL Total Load 37 55 p.s.f. mi o _ Duration Factor 1.25 1.00 - ---- F �e�' o _ Building Code - – FB C 2010 RES 2-0 -00 0 o C0 A01` u�� zL�«�� 4�� - C9 Wind Standard ASCE 7-10 z z �� gym. o Wind Speed 130 m.p.h. JM l 24" o.c � Wind Usage RES. CAT II �� o ool �;�..".. __.. ° , Building Exposure C 0o A02O N � Building Type Closed a O rte. J. HG S28-2 : N gid. rL�., III 1-10 08 La to "o QNOTE 24" O.C. C reactions O ( It is the responsibility of the budding designer or architect to cV O provide an appropriate connection for trusses to supporting i J G03�� +.r I. TSI- k- r -v .!.-"; r �p=-COM O structure per react"ns shown on truss engineering.Special ' ,O I ! considerations for mechanical equipment and/or plumbing(and F_ - - -' �� ( CV their connections)in truss space must be diagrammed by the O builder an approved truss layout prior to fabricaton. " G05 A A Mann Building I' t manufacturer are limed to those described inWTCA 1-1995 0 1 O O IIresponsibilities ,_- ® ® (sections 6.0 and 7.0).Accordingly,it disclaims any AO4 2 ? responsibilities for the the construction design,drawings, N ;�_ _._ 0 0 III documents including the installation and bracing of trusses 1f i 3 {y r „" " ..., manufactured by Manning Building plies;__ e._ .. ... - - ---- � FoS� -- � Warning: 12 Conventional framing,erection and/or permanent bracing is not LOthe Lj- responsibility of the truss designer,plate manufacturer,or O i truss manufacturer.Persons erecting trusses are cautioned to g 9 r seek professional advice regarding erection bracing which is BP02 µ.7- ;,,,m __` � _, i=f -, -,� _,_,_ --;Ti- hi, ;:% r �,, �� C always required to prevent toppling and dominoing during r r �- r r V' _- - O erection;and permanent bracing which may be required in + r 0 `7 ® � O O o O o O SII O specific applications.See"Bracing wood trusses commentary o _ O I�i a- D D- CL ©'- 4- D- III r J O and recommendations(BC51 1-03)for further information. BP011 m m m [0 m � m LO ' II ! Lo Trusses shall be installed in a straight and plumb position. k. III Where no sheathing is applied directly to the top and/or bottom o chords,they shall be braced as specified on the engineered I,� o BPO1 III r design.Trusses shall be handled with reasonable care during i H .:o.,l FO6 BPO- O R �BOZ(4) erection to prevent damage or personal injury i O ! N 1 ' ., 9� 24" O.C. i �� Approved truss anchor by builder. O I'� 1 �✓ --®i ;I ^ 2x4 minimum top and bottom chords. j N ...,� BPO1 � � j ` y Square cut overhangs 12 ch AO4(2) o ..., - Var j _I 1-01-12 I `,ci 1 FG O ( Varies BPO --� – N �a �'I u� ) Legend ( z LL Hatc�T0 R o A03 FG02 — ( �� " 3112" �k� P E 1 -1-2 Oo es BRG. r �V 18" 1 = IrLj it - - otherwise. N U I PLATE 19 11 0 04I � Unless noted j r � A02 �FGO.4 PLATE 20-11-0 pio - al Truss Ends - - �n � .. iii n Engineer of Record: o r;y Derek Murray, PE - EL PE �.,, SII o 6024, #71457 N 7 4. j. III JI s 4745 Sutton Park Ct#402, r a°� �_, � __ _ Jacksonville,FL 32224 y > 1-04'-00 !A05 ( - -- — - - . - — - KF_ AD �� ; (Manning Building i w Is , --- -- �'��b i :I it ;; r i h __ , a - 'J 601 I Supplies, INC. � I 8-00 I___._ - _ __ _ _ _�I�_ — ___� Approved truss ay nchor by b FLOOR TRUSS 11155 Philips Parkway Dr.E. W 3 1/2'Ribbon Jacksonville,FL 32256 o cI 3: Phone: 904 268-8225 20" NOMI � I �'� `'� '� Fax:(904)260-2981 O — IPPPJVV.h17B53-CQ RP.CUM 4-08-00 6-08-00 4-08-00 22-00-009 � _—� ---- - _ JA::TRUSS,n�'.PJ18S-C4RP.CO�A I O - Customer. 04 e• Glenn Layton Hms 40-00-00 BRG. Job Name: ----.-- -- --- Holloman Residence LotBlk/Subdiv Typical Truss rids 31 / /Atlantic Beach Drive ------ Scale: ate: yawn By: Job Number: FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....13LUELINX®N-CENTER-LVL 15354 ...BLIJEl�INX®N-CENTER ILLI-JOIST 15432.... BLtJELINX®N-CENTER RIMBC7AR9 15432 /25/2015 By., J140588-A I I I