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I <br />N <br />M <br />LO <br />v <br />0 <br />.a <br />Q <br />N <br />I <br />0 <br />0 <br />J <br />co <br />M <br />t2 <br />r� <br />1 <br />M <br />Co <br />O <br />0 <br />J <br />co <br />PO <br />t2 <br />I <br />rM <br />rh <br />N <br />0 <br />�F <br />v <br />v�i <br />0 <br />-0 <br />c <br />Q <br />N <br />O <br />i <br />v <br />0- <br />E <br />a <br />E <br />0 <br />0 <br />c <br />c <br />J <br />a <br />c <br />0 <br />U <br />t� <br />N <br />O <br />N <br />O <br />ai <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />0 <br />0 <br />w <br />_ <br />d� <br />M <br />v <br />N <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />16GAxl-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 />16GAxl-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'-011 <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE O 0 0 <br />6-0" a - <br />0 <br />STUB -OUT FOR 1'-001 o 0 0 <br />GAS METER 0 0, 1 o to <br />� U <br />O ~O <br />CV = <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 />1U-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 />151-4" <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 />BCIOJoist <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 />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 />902.0 <br />2 x _ 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 />FILL CELL STD. 90° HOOK BOND BEAM <br />11 <br />STD. 90° CONT. #5 <br />BART. #5 >I HOOK BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <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 />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 />L <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. )Small gap 2" min. <br />2" <br />max. 4 max. <br />/71 <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to _--� <br />web -flange connection.L7 <br />2) Block solid between joists for full length of span. Tight fit i� <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall <br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing <br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />Load bearing wall must stack beam below <br />* over squash=20 blocks and Load bearing wall must stack over <br />Non -stacking walls blocking and wall or beam below.* — — <br />require additional wall or beam below. Joist <br />consideration. Check <br />local building When joists meet over wall, provide I -Joist can be offset <br />code for appropriate 1/16" 1 3/4"minimum bearing for each. up to 3" to avoid <br />details in One 10d box <br />areas=20 of high or=20 sinker vertical plumbing <br />lateral load. nail each side <br />3" max <br />at bearing. JOISTS OFFSET <br />N.T.S. <br />Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist <br />for each lapped joist. <br />blocking panel *Non -stacking walls <br />Squash block) +-10d nails SECTION INT. BRG. WALL require additional consideration. <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />"'Z `_' 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 />io O!-- ❑ to <br />6„ A %" ROUND HOLE MAY 6" 6„ DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN RO1Y" <br />THE WEB. PROVIDE AT UND 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 1Y2" <br />8 <br />'I' -0'" <br />V-1" <br />1' 2" 1 <br />V-2' <br />1 1' 3" <br />V-3' <br />1 T-T' <br />V-11" 1 <br />2-4' <br />2 9" 1 <br />37 <br />3T' <br />Any 1f3" }Gist <br />12 <br />T-UU' <br />V-1" <br />1'-2" <br />i' 2" <br />1' 3' <br />1'-9' <br />2'-4" <br />'" <br />3' 7 <br />4 7 <br />4-9' <br />6 ' <br />Sp2 (R) <br />16 <br />V-U' <br />1'_1," <br />1 Z' <br />1, 2" <br />V-T' <br />2-6 <br />3'-21 <br />1, <br />t4-10" <br />4'-91 <br />5 T' <br />6-4!' <br />T 2" <br />20 <br />T-W <br />1'A" <br />1' 7 <br />1' 2" <br />Z-a' <br />3'-9' <br />#-a' <br />6-11'" <br />6'-11" <br />7'-11- <br />8'-11"" <br />24 <br />1'-0 <br />1'-1'• <br />1' 2" <br />1, 3. <br />2' <br />3'-T" <br />4'-9t" <br />5'-10'. <br />T-2" <br />8'-4' <br />9-6 <br />i0' <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 />7.1Y" 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 %" 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 />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series De th End Intermediate <br />® <br />BCI5000s <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />I 3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000so <br />BC16500so <br />9-1/2" <br />11-7/81' <br />2-8d <br />2-8d <br />' 2-8d <br />3-8d 1 <br />14" <br />2-8d <br />i 5-8d <br />16" <br />2-8d <br />6-8d <br />BCI60sP <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 />BCI90so <br />11-7/ " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />Joist hanger <br />SIMPS( <br />w/ (22) <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />IN <br />TYPICAL SIMPSON MGT TO <br />BUILT—UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />AIN. 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 />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />kfight. SLEEVE THRU STEM ° ° <br />e <br />SEE PLAN FOR °• • .. <br />FOUNDATION INFO d` G <br />STEM FOUNDATION <br />r GRADE <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 />jl`)� <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 />0 requirements <br />0.6 X Joist <br />o `depth <br />I —JOISTS BUCKETS <br />N.T.S. <br />REINF. SEE PLAN <br />It rv%l <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 />�� 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" <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />11111r \ A 1 T1 1l 1 1 r° 11 <br />TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE <br />CENTERED @PIPE PLUMBING LINE <br />PENETRATION <br />° d Q L <br />d . _J <br />a <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 />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />4-1 <br />d - d <br />° ' d ° a <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />0. <br />0 <br />'N <br />co 0 <br />m -o <br />E!L1J <br />0 0- o <br />Z ci a <br />.o o <br />Q d N <br />3= �Y <br />C <br />CU <br />� . CU m -o <br />m <br />d C <br />='°,. <br />y 'Q .O <br />c 0 <br />0 g <br />a � <br />`o <br />w <br />M <br />0 <br />N <br />v <br />N <br />O <br />LEW ��II <br />.•` O� • •� G•E.N S O12 `°• <br />• <br />` ' <br />�' s <br />w <br />•No <br />(�'� • <br />P�70 <br />' STATE OF � 4` ` <br />A L , <br />f�`�ai<grrttl\\\ <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 Florida Building Code - <br />Residenfial 7th Edition. 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