Laserfiche WebLink
v� <br />N <br />CO <br />I <br />cV <br />ro <br />;v <br />v <br />v <br />Lo <br />- <br />0 <br />0 <br />Q <br />0 <br />DO <br />LO <br />0 <br />00 <br />0 <br />J <br />N <br />i <br />M <br />N <br />co <br />I <br />M <br />t=— <br />v <br />0 <br />00 <br />J <br />rn <br />N <br />N <br />i <br />M <br />i <br />r•� <br />N <br />m <br />i <br />0 <br />C <br />o- <br />rn <br />9 <br />C <br />H <br />M <br />O <br />i <br />v <br />a <br />E <br />Cn <br />CU <br />CL <br />c <br />J <br />c <br />0 <br />v <br />U <br />J <br />a� <br />r M <br />CV <br />0 <br />0 <br />rn <br />N <br />v <br />0 <br />00 <br />0 <br />CL <br />M <br />CV <br />N <br />0 <br />CN <br />0 <br />0 <br />W <br />a <br />w <br />x <br />dCN <br />m <br />v <br />cn <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />16GAx1-1\2" LONG (3/4"-1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:-) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />16GAx1-1/2" LONG (3/4"-1" <br />CROWN) STAPLES @ 6" <br />O.C. VERT INTO STUDS <br />(NOTED THUS:-) <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" = V-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* <br />**ONLY APPLIES TO LENNAR TPA/JAX** <br />10'-0" <br />TANK -LESS W/H <br />CORNER OF L I <br />HOME H C G <br />GARAGE SIDE 0 O 0 <br />5'-0" Q - <br />STUB -OUT FOR 1'-O" LO <br />0 9 0 <br />GAS METER 0 o <br />U <br />o F <br />N Oz <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2" X 4" @ 16" O.C. <br />T-Y <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />1 U-8" <br />(2)16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3)16d TOENAILS <br />2" X 10" @ 16" O.C. <br />16'-5" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19'-3" <br />(1) SIMPSON HTS20 OR (4)16d TOENAILS <br />2" X 4" @ 24" O.C. <br />6'-1" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />T-6" <br />(2) 16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3)16d TOENAILS <br />2" X 12" @ 24" O.C. <br />15'-4" <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 7/el <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood panels or 2 x _ <br />P <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-118" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2x — + 5/8" or 3/4" wood panel <br />902.0 <br />2x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />k <br />FILL CELL <br />w <br />M <br />CONT. #5 > STD. 90° <br />HOOK <br />BAR <br />STD. 90° HOOK <br />BOND BEAM <br />it <br />SIMPSON MGT rl <br />w/ (22)10d <br />NAILS TYP. GIRDER TRUSS <br />CONT. #5 <br />BAR 2X TOP PLATE <br />5/8" 0 <br />�j7 #5 CONT. THRU <br />BOLT <br />FROM BOLT <br />FOUNDATION I" <br />TO HIGHEST <br />� BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S, <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># 2nd FLOOR <br />Solid block all posts from <br />U <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. ) Small gap 2° min. <br />2" <br />max. � 4 max. <br />Q� <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. Tight fit <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall. <br />Load bearing wall must stack <br />* Non stacking walls <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />consideration. Check <br />local building <br />code for appropriate <br />1/16 <br />details in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />nail each side <br />at bearing, <br />Squash block <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" f10d1 nails at 6" o.c. <br />Provide adequate bearing <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End I Intermediate <br />® <br />BCI 5000s <br />9-1/2" <br />2-8d <br />! 2-8d <br />11-7/8" <br />2-8d <br />1 3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000s® <br />BCI6500s(D <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCl60s® <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90sC' <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls: for vertical load transfer Plumbing <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or J <br />beam below Load bearing wall must stack over <br />&13/4" <br />king and wall or beam below.* - - — <br />Joist <br />n joists meet over wall, provide <br />minimum bearing for each. I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Use 10dxY nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />6" A 1 z" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" <br />THE WEB. PROVIDE AT ROUND IN <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN <br />Any 16'° joist . - -. _ <br />---- <br />- ---- - -- <br />S <br />1,-.e <br />T-T, <br />1'-2'" <br />Ito <br />Il-3" <br />'f -3" <br />I' 7" <br />I'-'6'I ,e <br />z-4' <br />2' "' 37 <br />3'-'" <br />12 <br />1'-0,e <br />1,_1,e <br />T-2'e <br />1' 2'" <br />1'-3'e <br />1e-9° <br />2'-R' <br />2'-11ee <br />3 T' <br />4' ° 4' ° <br />6,-1,e <br />16 <br />11-C <br />1._1,e <br />1' Ze <br />1' 2" <br />1'-T2 <br />2'-1e <br />3'-2° <br />3'-'10'e <br />4'-'e <br />9 � 6-4' <br />7 2' <br />20 <br />1') <br />1'_1ee <br />1' <br />1'-�," <br />0 <br />3'-0° <br />4'-t<7'" <br />4'-10,. <br />5'-1 1" <br />0'-11,. 7, ,11.e <br />S'-11.e <br />24 <br />T-0'° <br />1'-r <br />1' 21e <br />1'-3'e <br />2'-�° <br />3' 7 <br />�4'-9'" <br />6'-10" <br />T 2e" <br />9- 9-6' <br />1fl,-'• <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />N.T.S. <br />A <br />I.0 <br />SIMPSC <br />w/ (22) . <br />NAILS T <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />as ' <br />FINISH GRADE <br />Backer block (12" wide min.) : I i lE! ii i ITI 111 I III_ �� <br />Nail with 10- 10d nails. <br />Install tight to top flange. SLEEVE THRU STEM . ' <br />SEE PLAN FOR a a • • A <br />i FOUNDATION INFO a <br />STEM FOUNDATION <br />\ - Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />1/4"-2" gap <br />Backer Block <br />"Top Mount" "Face Mount" <br />Backer block shall be tight Backer block shall be tight <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top <br />flange. flange. <br />Web stiffner as <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />requirements <br />0.6 X Joist <br />p�depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />WV unmoG 4 rvu <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12/METAI2TSS <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />�® LOCATION OF <br />SECOND H10A <br />SIMPSON H10A (WHEN <br />w/ (18)10d x 1 1/2 ° REQUIRED) <br />NAILS <br />UPLIFT =1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" v <br />CENTERED @ PIPE <br />PENETRATION <br />d <br />I III —I E I —I I d d d <br />i ;,Ilil�l <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />Q <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0"- <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />/ rPLUMBING LINE <br />4 � <br />d <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />SEE FND, PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />dd <br />df da G <br />4 <br />sva <br />!'tee <br />= <br />© W <br />u CL <br />r `cv� <br />_— mom <br />N = d <br />® <br />,- <br />zs N � <br />y <br />.y 4, C= <br />u = .< <br />3 <br />3 co <br />to <br />d <br />= > <br />d =c� <br />= E <br />C <br />O- U <br />0 <br />M <br />CV <br />0 <br />CV <br />co <br />CV <br />O. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E o <br />C3 r <br />"a ti <br />Z_ ! ® <br />(0 <br />CN o <br />r+ S N L.L <br />-Jg 1 <br />N <br />cn <br />to <br />Q <br />m M y a a <br />C gf <br />J d <br />�� o z <br />Z <br />0O O <br />c^ <br />rev o��o <br />W <br />M <br />W <br />w. Z <br />w J <br />0 o w <br />� <br />N Cl) <br />U <br />O ❑❑❑ <br />*,. W <br />N M <br />o g <br />Co <br />N <br />� <br />a <br />r I <br />to <br />z <br />Cz <br />Q) <br />a--+ <br />w m <br />L' <br />V <br />Ow <br />'DN Ly N <br />�� <br />(a <br />C? d <br />W J <br />o <br />C <br />M <br />y <br />o <br />W <br />Z <br />Z <br />Q <br />U_ <br />� E <br />C6 <br />n <br />zo <br />�O <br />>N <br />Q N <br />E O <br />z <br />a <br />Fcord <br />— <br />oa <br />o <br />0X <br />o E <br />ao <br />�z <br />1116 <br />wcj�lg <br />�J <br />c <br />¢ Z <br />m 0 <br />CO <br />a <br />rz <br />V <br />H <br />co <br />Q O <br />_ ~ <br />O Z <br />I <br />•° T <br />>� <br />iU <br />rn <br />N <br />I— <br />CN <br />C.0 <br />� <br />O <br />� <br />00 <br />r <br />00 <br />r <br />00 <br />r <br />U) in <br />CEO <br />r <br />_ <br />4-1 <br />CN <br />f- <br />p <br />LO <br />p <br />o <br />O <br />O <br />� <br />r <br />N <br />Ln <br />f O <br />00 <br />r <br />m <br />Lo <br />N <br />iri <br />d <br />Z <br />z <br />E O <br />N <br />m` <br />C <br />a <br />E <br />0 <br />:? <br />a <br />� <br />o <br />30B <br />NO: 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />