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v, <br />3 <br />NCN <br />I <br />T <br />_ <br />I- <br />0 <br />v <br />C <br />Cr <br />0 <br />N <br />N <br />N <br />C, <br />LO <br />co <br />O <br />N <br />i <br />i <br />C1- <br />cND <br />i <br />N <br />LO <br />F— <br />v <br />V) <br />0 <br />N <br />CV <br />I <br />N <br />9 <br />LO <br />cn <br />N <br />i <br />o <br />co <br />N <br />i <br />r� <br />M <br />N <br />a; <br />L <br />0 <br />C <br />a- <br />N <br />0 <br />-0 <br />c <br />0 <br />H <br />r%`) <br />CV <br />N <br />v <br />a <br />E <br />F2 <br />co <br />(D <br />E <br />CL <br />v <br />C <br />C <br />J <br />c <br />0 <br />v <br />0 <br />J <br />r <br />N <br />0 <br />00 <br />rn <br />0 <br />0 <br />0 <br />a. <br />M <br />0 <br />0 <br />00 <br />rn <br />v <br />0 <br />w <br />0 <br />w <br />_ <br />d� <br />M <br />M <br />m <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />................L[I:.... <br />:: I. I I 1 i <br />I...... <br />III— <br />..... l: l x.:l. I ... <br />�-tl.l .. .. . d ..I.[I ... <br />I <br />I: :I ..I.I.... <br />„ <br />16GAx1-1\2 LONG (3/4 -1 CROWN) <br />.l I .. g�..............LLL:::::::::::::::::: I..::: <br />I MAX l.I I:.I <br />STAPLES @ 6" O.C. VERT BETWEEN <br />.L <br />.. I : <br />16GAx1-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:—) - OFFSET <br />I I <br />I I I I <br />CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN <br />O.C. VERT INTO STUDS <br />(NOTED THUS:—) <br />METAL <br />LATH <br />ATTACHMENT <br />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� <br />HOME H C G <br />GARAGE SIDE 00 0 <br />5'-0" <br />STUB -OUT FOR 0 o Cc) <br />GAS METER U <br />O <br />N <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 />8'-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 />16 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 112" <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 />+ <br />FILL CELL STD. 90° HOOK BOND BEAM <br />III <br />U) <br />w <br />STD. 90° CONT. #5 <br />BCONT. #5AR > 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 />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />( <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKINGfFJI <br />MASONRY WALL OR <br />INTERIOR BRIG. 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 (T INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" ma <br />) Small gap 2" min. <br />x. � 4 max. <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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth cuts, N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. hi her than 15001b <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 />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 />J for each lapped joist. <br />Odnails 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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series —Depth End Intermediate <br />BC15000s <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 />BC16000s® <br />BCI6500sID <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 />_ <br />6-8d <br />BCI90s® <br />11-718" <br />3-16d <br />3-16d <br />14" <br />516d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />g <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 <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. kJoist 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 <br />to <br />6„ A %" 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 1Y2' <br />ry1' <br />.. <br />Any '16 joist <br />Span (ft).. <br />8 <br />V-0. <br />V-1"" <br />2" <br />1 2." <br />1' 3" <br />V-3'" <br />1'-7," <br />V-1 I " <br />4' <br />Z-9 <br />3 ," 3' 7" <br />12 <br />T-a' <br />T-1°° <br />1-Z. <br />V, 2." <br />T-3' <br />T-9' <br />2'- V <br />2'-11 " <br />3-7 <br />4, 2' <br />�, . 6-4' <br />16 <br />T-O" <br />V-1," <br />1, Z' <br />1. 2" <br />1' 7'" <br />2'-5'" <br />3'-2° <br />3'-10'° <br />4, " <br />5, i" <br />B' Z 2° <br />2fl <br />T' 9" <br />V-'I" <br />1' 2," <br />1 Z' <br />2'-0" <br />3-a' <br />4'-a' <br />4-1C!" <br />9-11" <br />£'-11„ <br />7'-11" 8'-11" <br />3-7'" <br />4'-9'" <br />5'40 " <br />7" 2" <br />8'-' <br />9-6'° 101-9'" <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. 1Yz" ROUND KNOCKOUTS ►N 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 2" 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 />Jc <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />DP 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 />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FIN1,5H GRADE <br />Backer block (12" wide min.)I— <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM <br />• ° . °, <br />SEE PLAN FOR °. a • • <br />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 REINF. SEE PLAN <br />n <br />d <br />® d d° l—lr=11! —I—I <br />11—I C d <br />L` <br />A/C CHASE 4" PVC (2) #5 REBAR <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 />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />�'® <br />LOCATION OF <br />SECOND H10A <br />.° <br />(WHEN <br />SIMPSON H10A <br />, <br />w/ (18)10d x 1 1/2" <br />REQUIRED) <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />PENETRATION <br />S ° d <br />a ° <br />I-1 I —I i—I dA <br />I;III� ill; <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 />PVC OR SCH40 SLEEVE <br />� PLUMBING LINE <br />I G N <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 />d ;ad d° d da G <br />_ d _ <br />-Ill; III —I d I —III ;III - <br />I —I I I— <br />:III, .. 1I- <br />N ° 44 <br />SEE FND. PLN. <br />SIZE & REINF. <br />cn <br />N <br />Iti <br />• G <br />�LU <br />LU <br />o <br />�J t <br />N d Ci �tl <br />o <br />N Q <br />>= E <br />� <br />o <br />0 <br />CV <br />0 <br />CV <br />co <br />CV <br />rn <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� �o¢ <br />o�8 cm <br />O N 8 N m v <br />FA <br />N <br />N <br />toNo 1-, <br />a <br />a <br />aiM7 w _a <br />� a z <br />ti Z <br />""- <br />- O � <br />N V O <br />_ <br />t"�i i <br />:3 Co N CO m J Q <br />W <br />W <br />o2mrn a <br />J <br />_W <br />rNi Z OU = <br />U to <br />N Q I- <br />O U ❑00 <br />W <br />NN M <br />a o <br />z N <br />Q v <br />N <br />N� <br />z <br />Q) <br />O <br />N <br />—M_ <br />Lij S <br />� w <br />a-- <br />(0 <br />2 <br />z i� <br />8 <br />C7 ) 0 <br />c `� iu <br />Y <br />m <br />o <br />M <br />M <br />Z ¢ <br />O ¢ <br />w <br />Z <br />z <br />Q <br />--I� <br />(U E <br />Q O <br />V <br />�o <br />0 <br />o O <br />u'z <br />>o <br />< N <br />? <br />❑a <br />FCor131 <br />� <br />0 0 <br />dw <br />o <br />E3 E <br />¢ <br />az <br />wo <br />S< <br />az <br />�� <br />am <br />a <br />J <br />¢o <br />�. <br />m� <br />O� <br />5to 8 <br />¢m <br />o� <br />�z <br />Z <br />Qo <br />o � <br />T <br />o <br />OLL LL <br /><20 <br />a <br />W <br />o� <br />�3 <br />o <br />w ¢ <br />d 0 <br />C <br />- <br />0 <br />0�: <br />sr <br />> co <br />iu <br />rn <br />CU <br />/N�� <br />T <br />a <br />' <br />L- <br />CV <br />LO <br />r <br />� N <br />N <br />T <br />� <br />60 <br />o <br />00 o4-1 <br />�— <br />,— <br />N <br />F-- <br />p <br />LO <br />:«= <br />M <br />LO <br />d- <br />o <br />(ZD <br />6 <br /><N <br />N <br />Ln <br />e0 <br />T <br />6 <br />cu <br />N <br />0) <br />o <br />z <br />E r <br />`� <br />E <br />d <br />E <br />U J <br />a m <br />Q 0 <br />J <br />JOB <br />NO: 23-12160-12165 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />rrn-i�iI <br />