BIN B-2 PERMIT 4425 - Laserfiche WebLink

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lRUSS DESIGN NOTE: lRUSS 0 END OF CROSS BRACE TO BE DESIG ED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END lRUSS & LOOK RAFTERS FOR O.H. GREATER mAN 1 FOR 12- AND UNDER - SPACE OUTLOO BLOCKS AT 24- O.C. SEE SlRUCruRAL NOTES A NAILING SCHEDULE FO SHEA llilNG DETAILS . NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 2X4 SPF BLOCKING PANEL EDGES W/ (2) 1 D NAILS EA. END TO lRU~ -NAIL SHEATHING <<) 4- O.S"" STAGGERED w/ 8D '" 2X4 SPF CROSS BRACE <<) 48- O.C. - NAIL 10D AT EACH END & A CROSSING AT 415 AN LE LSTA18 - SlRA? ;( BLKG. 0 1ST lRUS 2X6 BRAC~ AJ,k D TO SIDE /oF GABLE lRUSS WEBS" ___ o SIMPSON MTS12 0 -lOOKOUT RAFTERS IF APPLICABLE SlRUCT. SHEATHING 7/16- MIN. mK. - -NAIL W/8D COM. 0 3- O.C. EDGES & 6- O.C. FIELD 100 0 4- D.C. o o o ABLE lRUSS o NAIL TOP OF -T- TO GABLE lRUSS /2-12D & (1) SIMPSON H8 WI 10-100 x 1 1/2- 100 0 8- O.C. STAGGERE · EACH MEMBER (TYP o 2X4 SPF BLOCKING BETWEEN lRUSSE o 48- O.C. MAX. CRIPPLE SruDS 0 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SruD (2) 2X12 NO.2 SY? HEADER W/7/16- OSS SPACER UNLESS NOTED OTHER'MSE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT II) ~ w 1 lJ.I ow~ ~ 0: !a~ ~ cJ ~i~ VI z lj~ ~ . ~~ ~~~ 2 . ~ Cl Z ~~~ ~~ ~ 0::: ~~ I ~ ~~~ ~ ~. w ~ ~~~ i""J4 W ~-w 00 p.~ z ~~5'-n-~ I Cl ~~ ~~ "'-~ P'1 Z CO..-In ~~~ ~B ~t) ~ w .5~ew ~ Z r Z o .. I::z!it) I ;is a:..Jv'. o iila ~ c )( ~(~ l!a ~ ~tf ~~ I:: f;3!a Cl 0- W ffio!a ~ f- :~:S ~~ ~\5 z . . . CRIPPLE SruDS 0 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SruD (2) 2X12 NO,2 SY? HEADER W/7/16- OSS SPACER UNLESS NOTED OTHER'MSE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGlli SruDS AT EACH SIDE OF OPENING UNLESS NOTED OlliERWlSE ON PLANS (2) FULL-LENGn-l SruDS AT EACH SIDE OF OPENING lRlMMER SruDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- 'MDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE g u 0\ I~ o ~ l!2 :. (/) ..... I.() (t') i~ ]~ ~o~!~ f,f'j 0 ~~C'll~(t') I-< ~ z..' f 0;' I.~O\ ~~ ~b\~i(/)~ ro ro ~ ~ g; 1.$3 0 ~U)~'~~1'8 ~~~ C'l~I~~ OJ ~'S 'lJ ~ n I ~ OC'lf,f'juo.;~i '**' I i lRlMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE 100 0 8- O.C. STAGGERED EACH MEMBER (TYP FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? SIMPSON A34 EACH END, TYP. - DBL. 2X4 SILLS FOR 'MNDOWS CRIPPLE SruDS 0 16- O.C. W/ SP1 AND SP2 EACH STUD rJl rJl Q Z @ ~'g ~ ~~ ~ ~ 8 ~ S ~~~ffiS:~ffifta:~l-g :JO><::E:zu..::E:ZO<(~a.. ~liJ~o~OD~Ql!J8a.. :j~~::j~9~~~~~~ <(I-' ~w~~wwfl: <( Q~w~:J~~~~5~ ~""e; Oz ~ Za: .... u.. Q FRAMING AROUND OPENINGS SHALL BE NO,2 OR BETTER SY? NAIL GABLE lRUSS TO PLATE W/16D 0 4- O.C. r SEE PLAN FOR ADDIl10NAL 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 BRAONG W/O VOLUME CEIliNG SCALE: N.T.S. @ TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. ..... ,:.l ~ &. .... ~ 12 ~ ..... ..... ~ ~ ..... '" >I> ~ ,,- ~ j ~ I ~ j ,,- ::i (2) 100 TOENAILS OR (2) i 6D ENDNAILS EA. STUD (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. SruD NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES www o:::t.:)u ~~~ :::>00 5Sf2z TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. o o \.0 (]) ~cb ::l "t V>~f' · 1t-i f' t-i -0 .. N v>>C1'U) asCO. '-O(J) (])cn\.O s....cnf' o I . o..cifM "':E~(U~ <( en 0- . J-(])E,-i S (U .I-i- Z o o \.0 H M Vl C 0) 0 '0:; 0 'S ~ 0 ~ ~ I en C\I - - .- L() I >- zl- I ~ <(z ztx f'-. <D Ln wHZZ .- 0 u@8~ ~ > 0 ~uz~ -- o~~~ ......., N -- ~ en OJ $ zo.~Q. L() <D 1- ~ ~ L- eu ..... w w ~ ~ ::r: [J) I w ~ () > 19b~~ 0 C2ze5~ -c V) >-~~V) c: 0. ~ ::) >- o~ ~ <( U ct:O w wCZ:: zu. 0::: ~ V)Z 0;2 H<( I~ I- 0 OZ ~ ~a. l- t) SHEET NO. a: ct: 0 8 Z - 54 CO w ~ W 0 :::c CV) V) > ::) Q') ~ST PLOJ DATE In 0 0 N Z (5 or. 22, 5 @ - ...J A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H, 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 SEe GUST, 2,1/12 PITCH, EXPOSURE B, HEIGHT = o TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA (FT 1 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 '1 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.