BIN B-2 PERMIT 4416 - Laserfiche WebLink

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TRUSS DESIGN NOTE: TRUSS 4) END OF CROSS BRACE TO BE DEStG ED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOK RAFTERS FOR O.H. GREATER lliAN 1 FOR 12- AND UNDER - SPACE OUllOO BLOCKS AT 24- O.C. SEE STRUCTURAL NOTES A NAIUNG SCHEDULE FO SHEATHING DETAILS . NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lAT MAY BE REQUIRED FOR SHEAR AND/OR UPUFT FORCES 2X4 SPF BLOCKING PANEL EDGES W/ (2) 1 D NAILS EA. END TO TRU~ -NAIL SHEAllilNG 0 4- O.~ " STAGGERED W/ 80 ~ 2X4 SPF CROSS BRACE 4) 48- O.C. - NAIL 100 AT EACH END & A CROSSING A T ~ AN ' LE LSTA18 - STRAP :( BLKG. 0 1ST TRUS 2XS BR!C All 0 TO SIDE 'GABLE TRUSS BS ___ o SIMPSON MTS12 4) OOKOUT RAFTERS IF APPUCABLE STRUCT. SHEATHING 7/16- MIN. ll-lK. - -NAIL W/8D COM. 0 3- O.C. EDGES & 6- O.C. FIELD laD @ 4- O.C. o o o ABLE TRUSS o NAIL TOP OF -T- TO GABLE TRUSS /2-12D & (1) SIMPSON HB WI la-laD x 1 1/2- 100 0 8- O.C. STAGGERE ' EACH MEMBER (rY? o 2X4 SPF BLOCKING BETWEEN TRUSSE o 48- O.C. MAX. ~ W ~ ~ cw~ ~~8 ~ I;I~ ~~I ~~ : z ~ . $-w 00 lt~ ~~~;i~ ~ ?&:~~ ~fa ~() ~t:z ~~ ~i ~~~ ~: ~~ I::j~ ct: il!! ffiC!!l ~ :~~ ~~ 15 CRIPPLE STUDS 4) lS- O.C. BETWEEN HEADER & TOP PLATE WHEN APPUCABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SlUD (2) 2X12 NO.2 SY? HEADER W/7/1S- OS8 SPACER UNLESS NOTED Oll-lERWlSE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT cJ z t5 ~8 Z ON - CO~'O ll:: 01 co I ti1 ~ ~$~ Z x j;)0I~ (!) ~ li_-;;)' . Z CO-lD W q ~~eLJ a.3v" ~ ~~ (!) a. W I- Z ~ Q: .q: ~ CRIPPLE STUDS 0 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SPl AND SP2 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER UNLESS NOTED Oll-lER'MSE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT . . . - (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS , , TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE g U 0\ ~ o~ ~ 'r[) .... l1') ", (l) ]"g ~ooo'} CiJ,9 cti~F1~~ I-< ~ k t 0\ g'p0\ ~ ~ ~ t'.;" ~ .... ~ ~~ ~~~~o ~~~~~~~~ O~CiJOp.;~ ~.ff: (2) FULL-LENGll-l SlUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO S'-O- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE . , 100 0 8- O.C. STAGGERED EACH MEMBER (rY? FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? SIMPSON A34 EACH END, TYP. - DBL. 2X4 SILLS FOR WINDOWS CRIPPLE STUDS 0 16- O.C. W/ SPl AND SP2 EACH SlUD VI .~ Q ~ g ~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~=>::Et5u:::s:ffilJ:o::zI-U :)O'><::Ezu..::EZO<1:~~ O'VI~O~OO~O'woa. VlWa. W <1: --l~a.--Jl-oO::l-z~8--l :::(~<1:--J .....0 <1:[t<1::::( ~~~~~~~!~~~ o ~ u.. 0 FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? NAIL GABLE TRUSS TO PLATE W/16D @ 4- O.C. r SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED 1/2- MIN. DW CEILING NAILED W/5D COOLE NAILS 0 7- O.C. 4 BAYS 1/2- X 8- A.B. o 48- O.C. MIN. LI NTEL -COURSE GABLE END BRAGNG W/O VOLUME CEIUNG SCALE: N.T.S. TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. rl ,:.; i ~ $ ~ ~ ~ ~ ...... '" ob ~ ~ ~ j --- ~ I cJl ~ ~ .g .\! --- ::i (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. STUD (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lA T MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES www ocl9u <(~~ ::>00 5Sf(z ~ \V TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. CD o o \0 2 .- q ::l~ Z(J)~f'.. Q .0. T""'. ~ f'.. ...--. IN U');:>~ >ffi~U( Ci~8~ <(O~. a.,-CUfM :E .~ ~ ~ ~~e~ .~ z o o \0 H en V'l C CO 0 '0; 0 'S: Q) oc 0 ~ Q) I CJ) > C\I - - o- Le) I >-1- I ~ ~~ f'.- Q) Lt) w~~z .- 0 u@8~ ~ > 0 - ~oz~ ....., N - o8~o ~ CJ) ro z!X <( $ Fh 0- Le) Q) ~ I-~~~ L.. Q) E :r:~~~ ~ () > 2 (.!) 5 I- ::E 0 C2Z5~ '"C U') ~?i~~ >- C o~ ::E <( ~~o w U wfr ~ ~ o..z \l)Z o~ H<( F~ 0 OZ ~ ~a.. l- e.> SHEET NO. e.: ~ 0 8 Z - 54 CO w ~ W 0 J: 0) V) > ::) IJ'l CO tfaST PLOJ DAlE 0 ~ Z 15 cr. 22, 5 @ - ......I A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). COMPONENT & CLADDING DESIGN PRESSURE (123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT = o TO 30 FEET, IMPORTANCE FACTOR = 1 ) ( PSF) TRIBUTARY AREA (FT ~ ROOF WALL 10 20 50 100 125 (GCPI = +/- .18) ZONE 1 ZONE 2 & 3 14,9 -23,7 14.9 -50.1 13.6 -23.0 13.6 -45.4 11.9 -22.2 11.9 -39,3 10.5 -21.5 10.5 -34.7 10,5 -21.5 10,5 -34.7 (GCPI = +/- ,18) ZONE 4 ZONE 5 25,9 -28.1 25,9 -34,7 24.7 -26,9 24.7 -32.4 23.2 -25.4 23.2 -29.3 22.0 -24.2 22.0 -26,9 21.7 -23,6 21.7 -26.2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES.