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3 <br />W <br />CD <br />N <br />N <br />cn� <br />0 <br />N <br />0 <br />J <br />LO <br />0 <br />I <br />N <br />0 <br />.d, <br />v <br />cn- <br />0 <br />.n <br />rn <br />O <br />a <br />N <br />N <br />a <br />co <br />E <br />_ <br />O <br />J <br />i <br />a- <br />0 <br />0 <br />0 <br />t� <br />N <br />M <br />0 <br />0 <br />N <br />N <br />bi <br />0 <br />0 <br />0 <br />U <br />z <br />0 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />�I.. . <br />I.4 I...�.�.... <br />16GAx1-1\2" LONG (3/4"-1"CROWN) :'8':':':':'::: I::::.:.: <br />�.'.'. [;'.. IT 16GAx1-1/2" LONG 3/4"-111 <br />STAPLES @ 6" O.C. VERT BETWEEN MAX " "" <br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN 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'-011 <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE " 5'-O00 O <br />O <br />O <br />STUB -OUT FOR 1'-O" o ' <br />GAS METER O c <br />U <br />O F.. <br />N a: <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 />7-5" <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'-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 />8'-6" <br />(2)16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-01, <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" orp <br />5000s 1.8/1.7 <br />nel <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 />1-1/8" 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 />2 x _ + 5/8" or 3/4" wood panel <br />90 2.0 <br />2 x lumber <br />— <br />Double 2 x lumber <br />— <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking ° <br />x <br />1/8" gap ° <br />x <br />FILL CELL STD. 90° HOOK BOND BEAM <br />w <br />¢ STD.90° B#5 <br />AR <br />BAR > HOOK �F BAR <br />#5 CONT. <br />FROM <br />NDATION <br />TOHIGHEST <br />—I------ — 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 />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />SHEATHING PER PLAN <br />COLUMN AND <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 /># OF 2nd FLOOR <br />Solid block all posts from <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" max <br />}Small gap 2" min. <br />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 />required when indicated or 4" max. <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING )/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION <br />- Birdsmoutheuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than isnnlh <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 />consideration. Check <br />wall or beam below.* <br />local building <br />-�-i <br />i1/16 <br />code for appropriate <br />details in <br />One 10d box <br />Lor=20 <br />areas=20 of high <br />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 />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES --� <br />DO NOT cut, notch <br />or drill flanges <br />Boise Joist Blocking <br />Use 3" MOM nails at 6" o.c. <br />�/ Provide adequate bearing <br />for each lapped joist. <br />10d nails SECTION INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : for vertical load transfer <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />Joist <br />When joists meet over wall, provide <br />1 3/4" 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 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non stacking walls <br />require additional consideration.-- <br />611A 1�" ROUND HOLE MAY 611 611 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 1Yz" <br />_ .,..,„.Any {F.I �i.Ji.l..t­_ <br />J� +j '` /y�.+ <br />S. 4?t <br />ftln <br />1—.+SIB <br />11 fit1 <br />11. <br />_31 <br />� —31 <br />V-71 <br />V-1i" <br />2-41 <br />91 <br />3- 1 <br />.i' f ' <br />+[{y f'} <br />12 <br />�+{p1 <br />AF-U' <br />TA" <br />T-C2. <br />2" <br />.:rl3' <br />T1{'' <br />,ry@ <br />Fey]-+.r1" <br />L3- <br />3.fin! <br />dl---���' <br />Y6 <br />41(,'�" <br />9-4- <br />16 <br />11-0," <br />1,_11" <br />11L21 <br />-Lr2 " <br />LG" <br />1F mil' <br />_�"i <br />�1`:U' <br />G3'-W <br />sA' <br />3-2' <br />&k06'" <br />`- -9' <br />7' <br />1- ' <br />7 2' <br />_.. ..._. _ .__._._.. <br />2'0 <br />T-W <br />TA"" <br />T-2"' <br />+Tt <br />f' <br />' <br />2 <br />4"4Y' <br />4-10" <br />6-11," <br />` 11" <br />T'-11" <br />&-111' <br />24 <br />TAY' <br />114' <br />1' 2- <br />V-3," <br />2-6' <br />a - <br />4'-g <br />6-10" <br />7"-2" <br />-4, <br />- ' <br />10' 3 <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 1�" 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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />BC15000s® <br />9-1/21, <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />BCI6000s® <br />BC16500se <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 />1611 <br />2-8d <br />6-8d <br />BC160s@ <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-Sd <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI90s® <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 />SIMPSC <br />w/ (22) <br />NAILS T <br />5/8"0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS T <br />R TRUSS <br />'OP PLATE <br />I.0 <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 />Plumbing META12 TSS INSTALLATION <br />1111177� <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />co <br />FINISH GRADE <br />Backer block (12" wide min,) —i I <br />Nail with 10-10d nails. pl 11-1 11=1 11=1 J (— <br />Install tight to top flange. SLEEVE THRU STEM ° <br />°.. <br />SEE PLAN FOR °. a . • . ° ° <br />FOUNDATION INFO ° d <br />STEM FOUNDATION <br />V, \ r GRADE _oEME ecr= nl nr,r 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 />o depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />Jc <br />r-Vtl UNA= 4 rvt✓ <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12 / META12 TSS <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />JOA <br />LOCATION OF <br />SECOND H10A <br />SIMPSON (WHEN <br />w/ (18)10d REQUIRED) <br />NAILS <br />UPLIFT=1 <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />i d ° <br />\LIA�.IiI <br />PLUMBING LINE <br />r— PVC OR SCH40 SLEEVE <br />a d <br />.. _ <br />d d: <br />l- <br />�-- SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PIPE <br />PENETRATION <br />° ' 4 <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />z .° 0 <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" FPVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />°, d <br />d d4' ° do G <br />=1 I d=1 11=1 I I!=1 11=1 I t <br />—III=1I1=1 a ° d d ° ` 1-1II—III— <br />I <br />'r,llllll If - <br />SEE FND. PLN. <br />SIZE & REINF. <br />c%J <br />aar d <br />C2 <br />c <br />a � <br />M <br />O <br />GV <br />ti <br />N <br />M <br />0 <br />,f— <br />e.j <br />ti'. <br />mow, <br />To the best of the Engineers 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />O N U N n v <br />Ci <br />o C: ° # <br />0 <br />._ - g, i <br />IJR Ni <br />�mv-0 '2 a a <br />�i <br />LY (9 <br />LL L, d <br />z <br />z <br />0o <br />r�3 rr <br />yyo <br />> '[6 N ccQ <br />W <br />co crn ¢r-z <br />Z <br />LL <br />N fh Z U O F <br />z <br />z <br />OU ❑❑❑ <br />W <br />(D <br />Z N ch <br />0 00 <br />CO N <br />z o � <br />¢ d. <br />a <br />JE3 <br />co <br />Q) <br />(D o <br />t'CS <br />LL+ <br />O <br />U <br />LU o <br />wa <br />�N <br />a <br />_ <br />w. <br />of . <br />fall <br />Lu <br />88 <br />=1 .•. <br />L <br />U o <br />° <br />co <br />®® <br />¢ N m <br />r <br />0 <br />w <br />M <br />M <br />Z Q <br />z <br />z <br />Q <br />L.L <br />Q <br />Z® <br />i? <br />E U <br />wz <br />od <br />Fco c9 <br />�a <br />00 <br />S¢ <br />o E <br />o <br />�z <br />, <br />i <br />wo <br />CJ� <br /><o <br />¢ <br />U <br />om <br />� <br />mOK <br />Q <br />z <br />m J <br />5 <br />F a <br />az <br />21. <br />C0 <br />oLL it <br />zo <br />no <br />a <br />C> <br />M <br />0 <br />=k <br />- <br />oLL <br />F3 <br />o <br />w< <br />;o <br />0 0CD <br />= <br />2 <br />>M <br />O <br />m <br />m <br />m <br />m <br />c7 <br />i <br />CM <br />COco <br />C <br />� <br />m <br />N <br />LO <br />M <br />o <br />d- <br />CY) <br />p <br />O <br />LO <br />N <br />Q <br />N <br />M ; <br />r <br />ni <br />M <br />Cori CV <br />M <br />o <br />Z <br />CU <br />z <br />E N <br />Cn <br />N <br />crs <br />E <br />U <br />a <br />¢ p <br />� <br />JOB <br />NO : <br />23-00502 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SIN 1 <br />