Loading...
HomeMy WebLinkAboutTrussDocuSign Envelope ID: 63ACE912-8OE6A26E-A3BC-FA831B055EOF 189-09-00 _ II 23-00-00 1 66-09-00 31-01-00 35-08-00 CANTILEVER 11.0 Ill 0 0 w w w w w w w w w w W ul 1-0 -077 .0 U 0 J -- - OD 110 O 04 0 o o O o O O o O o CJ O O O O ° �� o ✓, o o O O o 0 o O O o O 0 O O O O -8-`I O ©'I - 'I o ^ �o c C? 0 0 0 0 o O o 0 o a o o CJ N N N N N N N N N N N N N 00 u= 255s _ D01 2 PLY N' FLAT CLG. EJ 2-00-00 7-00-00 ll 1271 D02 a @ 9'-4" --- O O M li i i lii I- li i 1 co o In v c� N J o to 0 0 0 0 0 0 0 0 0 0- o 0 0 0 D03 2 00 if = 0 (D 10 (9 (9 0 0 10 0 (D 0o li 10 C0 2-0 -0 rn C� Uri o D04 2-00- ER O w o FLAT CLG. 00 35-08-00 2-00-00 - -- o _ D05 @ 9 -4 9 z Q 2-O -OO PIGGYBACK EJ7 :' , U �� , I CO (f> O c0 Cfl 11.0 I ; ( (0 to PI .0 o ill O O O oil O O O O O Vint) P -m , co m ca co co Em co � EJ2 0 00 qT D07PBO14 aa aIaI D08_ _, - F__- - n o = _ -_� — _ tzEJ o — 1r 1r it vIT V1, tl l d}11= 00 00 Mot `d V t/ V� i�i �I II to -'I�. ilv - Ilw j' i' - I� lots) 3-0 -00 N EJ -1 n u n u ai M 16 1 00 ii N -- � D mulo ! E. 6A 7-00-00 I 1 f' 3' -0910 J O o � M01 o 4/1j B.C. jl E 6A p M rOni 1 o SLOE I oO . o I III oM01 10_00_00 6A N' 0 of o 0 0 0 - I. -2 0 00 FLAT LG. o 1, o I I N o N M01 m I m ml m m, mll mll, m m @ g all O a a a;� a,, a. l CL IL a !! o III �o 2-00-00 0 Ii o ( o 00 o _ _ c� O D_ AL RIDGE O M01 n BATH h: i �, _ _ T-I STEP CLG. E 6A o CAN ILEVER i ! it r l T010'-4„ NOTES: 1) ALL DIMENSIONS ARE FEET -INCHES -SIXTEENTHS. 2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY. 3) ALL REACTIONS ARE UNDER 5000 LES. UNLESS NOTED OTHERWISE. 4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE. 5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS. 6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE. CAUTIONH! DO NOT ATTEMPT TO ERECT1 TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXECPTIONS. The General Contractor is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporay and Permanent Bracing, And Ceiling And L Roof Diaphram Connections. ROOF PITCH:8/12 TOP CHORD: 2x4 OVERHANG: 12" CANTILEVER SQ. OR PLB. CUT: PLUMB HARDWARE - FLOOR ROOF NONE A= HTU26 22 _ _ 607 ¢ I o D= HTU28-2 3 U U 1-0 -00 1.0 00 �I N V -IN—Iry _ I N c>' 11 E 6A J o m. oil c j; hI t"i't o, - � ISLOPEI ' „ - - ---- -- - � I,M I ,� N o II o I, `> E 6A -- Oo FLAT CLG. In o BEARING HEIGHT SCHEDUL g4 W - PIG SACK LINE II_ J EJ O O O O O O O O O O O O O O O O 0 o O O O O 0 0 0 0 0 0 0 0 0 0 O O o o g o 0 0 0 0 0 - M - - - - y EJ J..•e c� o 16090 O Hatch Le end 13 7- 00 00 -� �.-a..,` -o— o 0 0 o co 0 0 9 O O O O O O O O O O O O O O O i , r kr ,, .I I - N M N N N _fV N N. ,,:. N N N N N N N N N N N N N N ' " o, O 9-4 BEARING HE1HT J EJ o o I ; I dM- V II o O PIGGYBACK LINE J _ , M N �- O O „GKj �.. iIti {FLU ref' Ch. N -.e- O:. EJ ,�0 ^ p �"`h 6 OO OO N N N N c- r a- r r �- r rr �- O O O O O O O o O - - 14L `�+ d o 6 08 00 F .. " � � co 0 0 0 0 _0 o o ;o ;lo 0 0 0- o 0 0 o 0 0 0 0 0 0 0 0 -- --_--- 8 � o, o o Q Q Q Q Q d Q Q , 0 Q Q Q Q Q Q - �. ®MPLI ILDER: m m Co i N J o 0 0 0 0 0 0 o N o o 0 0 0 0 1 0 0 0 O o EJ �'' C m m m i i i U RYAIV D. JAY m m m m N N m' N N N N f N � 4- -" N bo FLAT LG. V05 @ 9 rn ,w r' r- o Q t- co i "t 5-08-00 EJ ADDRESS: 7848 GERMANY CANAL RD Q Q Q <( Q J oc, o o Q o 0 o C_ 00 Q 00 VO4C EJ LOT: N/A 00 SUB: N/A V03 FLAT CLG. COUNTY: SAINT LUCIE J @ IMPORTANT ECT: 9-4 a�EM r } . . , . � JAY m o r � -� r o V02 .- 3 EJ This Drawing Must Be Approved And 2 0 00 J1 n u n -0 - p U- a510 Returned Before Fabrication Will > > A LA JLA t.lA__�LLA_ .LI? 15380 _ MODEL: C ' C 1 ', --- -- Begin. For Your Protection Check All I O VolV01 1 SLY K -� - J2 � 0 6490 80 w 03 o Dimensions And Canditions Prior To N/A 1-0 00 _ u= 1027 cp o Approval Of Plan. - ---- - + J2 DRAWN BY. P. MASON CANTILEVER 3-00-00 10-04-00 P0013 20-04-00 K02 o SIGNATURE BELOW INDICATES ALL J1 Q, ;, op NOTES AND DIMENSIONS HAVE ENG BY. P. MASON 1; 0 -00 r�J1H c}ry K02 O BEEN ACCEPTED. JOB# U=_1_597 245 963 P13017 Q GABLE K01 U= 1574 , B Date DATE: 5115/2020 SCALE: 1/4' 3 ao y -- �_ " F 1 23-00-00 14-07-00 9- 1-00 12-05_00 o REVISIONS: — — , DowSigneE bY: - 0 l' 6/4/2020 REVISED ROOF HIP FIELD FRAMEVaM� ��' SETBACK OVER M.BATH AREA ENTRY LANAI & CARPCRT ARE DESIGNED 0 '� -� '� M -� �' ''� �E935FAF30E92aee . ENTRY AREA TO BE RAFTER PARTIALLY ENCLOSED ii o BY OTHERS ozi / CANTILEVER s e FRAMED BY OTHERS O / O - - OP OF BEAM -@ 10'-2„ 3/17/21 REVISED TO 2020 BLDG.CODE o BEAMS BY OT ERS o ....._. kb FBC20 0 2 / PI T 2 14 BU ILDING U LDING CODE ----- Builders - MWFRS(Directional)/C-C HYBRID WIND ASCE7-16 -- FirstSource ENCLOSED ' EXPOSURE CATEGORY C 58-01-00 12-04-00 19-04-00 OCCUPANCY CATEGORY n --- - - ---- ---- -- - — ------ - -- WIND LOAD 170 MPH WIND IMPORTANCE FACTOR 1.00 6850 TAYLOR RD. TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD 89-09-00 LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS PUNTA GORDA, FL. - ---- ROOF LOADING FLQGR LOADING — 33950 I TOLL: 20 PSF TCLL: TCDL: 7 PSF TCDL: BCDL: 10 PSF P: 941-575-2250 BCDL: TOTAL: 37 PSF rOTAL: F: 941-575-0319 DURATION: 1.25 DURATION: 5 PSF TCDL + 5 PSF BCDL SPACING: i —-- - USED TO RESIST. UPLIFT DEPTH: I I TYPICAL END DETAIL 2-1 - 4 O F- 2 U) 0 N 4-037B95 qb r 3 0