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3 <br />rn <br />LO <br />LO <br />92 <br />Cr <br />O <br />0 <br />0 <br />J <br />0 <br />I <br />N <br />i <br />LO <br />LO <br />QEI <br />rn <br />O <br />0 <br />0 <br />J <br />0 <br />I <br />N <br />LO <br />LO <br />O <br />in <br />0 <br />0 <br />c <br />0 <br />Q <br />N <br />N <br />a <br />E <br />N <br />E <br />2 <br />v <br />J <br />y <br />r <br />U <br />0 <br />V <br />i <br />U <br />d <br />O <br />i <br />0 <br />.o <br />U <br />J <br />-22 <br />0 <br />0 <br />00 <br />0 <br />a <br />[V <br />No <br />00 <br />0 <br />a <br />m <br />v <br />N <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />[1 ...... �.1i �. <br />1— . . <br />�. <br />.:I:,:::::::�. �.._.....I....�..�..... <br />16GAx1-1\2" LONG 3/4"-1" CROWN 5' } <br />( ) MAX „ <br />STAPLES @ 6" O.C. VERT BETWEEN I. 16GAx1-1/2" LONG (3/4 -1 <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'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 5 -O' 000 <br />- <br />STUB -OUT FOR 1'-0" 0 9 <br />GAS METER 0 o <br />� U <br />O � <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 />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 />F-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 />IT-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 7/8" <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 1.811.7 <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 />— <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 />k <br />Filler blocking ° <br />1/8" gap <br />k / 1ti <br />/ <br />FILL CELLS STD. 90' HOOK BOND BEAM <br />SIMPSON MGT <br />w/(22)10d <br />w NAILS TYP. �GIRDERTRUSS <br />Cr <br />STD. 90, CONT. #5 <br />BAR �577�� <br />HOOK BAR F 2X TOP PLATE <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 i <br />SEE PLAN FOR REQ'D PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION 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 Solid block all posts from # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" max. 4" max. <br />- V <br />Clinch nails' <br />when <br />possible 1 <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 %" 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 <br />=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 />details in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />1 <br />T 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" (10d) nails at 6" o.c. <br />Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION a@ INT. BRG. WALL <br />1 N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) NO EXEMPTS) D <br />(see table below) <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 <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />-- <br />BCI5000S <br />_ <br />�BCI6000s® <br />BCI6500s® <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />9-1/2" <br />2-8d <br />2-8d <br />5-8d <br />2-8d <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 />_ <br />BCI 60s®' <br />BCI 90s® <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />16" <br />11-7/8" <br />14 <br />16" <br />2-8d <br />2-8d <br />3-16d <br />5-16d <br />6-16d <br />8 <br />6-8d <br />3-16d <br />_ 5-16d <br />! 6-16d <br />5/81 <br />THRU <br />BOLT <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 />Plumbing META12 TSS INSTALLATION <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 />CO to <br />6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" <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 1%" <br />°1`-3" <br />1'-7"' <br />'- k <br />2-4. <br />2-9' <br />3-2-3, <br />7 <br />At ,y+ 16 1tis1 <br />12 <br />T-t7' <br />T-1.,. <br />V-2' <br />1- .° <br />.I,-3' <br />1'-9' <br />24' <br />2-11 <br />3-T' <br />4_0 <br />4-9' <br />6-4' <br />--T 011:} <br />16 <br />I -a' <br />T-T' <br />1' '" <br />1! ,. <br />1� 7 " <br />' 6' <br />3-2' <br />3-10"° <br />4-9' <br />5 -Z'° <br />64'° <br />7 ' <br />20 <br />1'-t)U' <br />V-1'° <br />1' 2 <br />1 °' <br />2-a- <br />I 3-a' <br />44Y' <br />4-10" <br />6'-11" <br />6-11" <br />7'-11" <br />&-11" <br />24 <br />1' t7„ <br />1 _1°" <br />1,' <br />1' 3'" <br />2-9- <br />3-7" <br />4-9- <br />6AO` <br />7 Z' <br />8-4- <br />'-6" <br />10'- " <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. 1 2" 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 />N.T.S. <br />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) — <br />Nail with 10-10d nails. T-4 <br />stall tight to top flange.SLEEVE THRU STEMSEE PLAN FORFOUNDATION INFO <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 />` depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />a <br />REINF. SEE PLAN <br />(2) #5 REBAR <br />A/C CHASE �PVC <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12 / META12 TSS <br />INSTALLATION @a MID SPAN <br />SIMPSON H10A <br />w/ (18) 10d x 1 1/2" ° <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 />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />REQUIRED) <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" <br />—\ <br />CENTERED @ PIPE <br />PENETRATION <br />Q ° <br />a <br />PVC OR SCH40 SLEEVE <br />/ rPLUMBING LINE <br />co <br />Z • C , • <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />3 as G <br />a _ _ <br />I- <br />''-III=1 I. a <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />e� <br />cA o <br />T `° m <br />'= . <br />nu <br />W CC <br />'� m N c <br />An <br />� .._ <br />; <br />t <br />��L9 :°�yc L�oSF�pA E�sea <br />w OO <br />q IRCr. <br />...... <br />ESSIC`4 <br />✓�e�3�timetl2Et%V�1�� <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 />Residential 7th Edition. 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