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3 <br />a <br />LO <br />L0 <br />[V <br />L0 <br />LO <br />v <br />00 <br />0 <br />O <br />J <br />r2 <br />co <br />0 <br />I <br />LID <br />CV <br />Ln <br />LO <br />v <br />Cr <br />V) <br />a <br />00 <br />E <br />0 <br />O <br />J <br />M <br />CID <br />1 <br />N <br />u7 <br />v <br />0 <br />C, <br />0 <br />3 <br />04 <br />0 <br />v <br />a <br />2 <br />N <br />E <br />0 <br />v <br />Cl- <br />J <br />i <br />0 <br />�o <br />U <br />J <br />M <br />N <br />N <br />0 <br />0 <br />CV <br />0 <br />L <br />rn <br />0 <br />U <br />w <br />a <br />m <br />v <br />v <br />N <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 />II II I �F �LL <br />g� <br />II <br />WALL SHEATHING <br />STAPLES @ 6" O.C. VERT BETWEEN MAX 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 />VA (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 />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />H C G <br />O O O <br />6-0" Q - <br />`_' o <br />STUB -OUT FOR O 1'-0" o o in <br />GAS METER 0 <br />O <br />CV 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'-Y <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 />13'-0" <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />154" <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 />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 />FILL CELL STD. 90' HOOK BOND BEAM <br />U) <br />w F <br />CONT. #5 a STD. 90. CONT. #5 <br />HOOK <br />BAR , F—J— <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />R TRUSS <br />'OP PLATE <br />!/ <br />2 x B.u.cNI <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />SIMPSON MGT <br />w/ (22)10d <br />NAILS TYP. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />BEARING COLUMN <br />CONT. BASE PLATE <br />TYPICAL SIMPSON MGT TO <br />SIMPSON META12 / META12 TSS <br />SEE NFOR REQ'D <br />PLYWOOD FLOOR <br />f— SHEATHING PER PLAN <br />BUILT-UP COLUMN DETAIL <br />INSTALLATION @ MID SPAN <br />COLUMN AND <br />COLUM <br />CONNECTION <br />NOTE: <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />.'. <br />UPLIFT VALUE <br />` <br />'--MASONRY WALL OR <br />IS BASED ON <br />INTERIOR BRG. WALL <br />S.P.F. <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />Solid block all posts from <br />LOCATION OF <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />'' ' '- <br />`:�'-� =` <br />SIMPSON H10A <br />SECOND H10A <br />(WHEN <br />DOUBLE JOIST <br />CONSTRUCTION <br />10d x 1 1/2" <br />REQUIRED ) <br />(Not required if both loaded equally from above) <br />N.T.S. <br />�' <br />NAILS) <br />r <br />Filler blocking <br />UPLIFT = 1015# <br />1/8" min. }Small gap 2" min. <br />1/8"gap <br />+ / <br />2" max. <br />4" max. -- <br />We_bStiffener Fastener Schedule <br />Joist Bearing Location <br />TYPICAL SIMPSON LUS/HUS/HUC <br />TYPICAL SIMPSON H10A <br />+ <br />- <br />, <br />Series_ Depth End Intermediate <br />� 9-1/2 2 8d 2-8d <br />®'� � <br />INSTALLATION <br />INSTALLATION <br />BCI 5000s 11-7/8 2 8d 3-8d <br />' <br />14" 2-8d 5-8d <br />Clinch nails <br />9-1/2" 2-8d 2-8d _ <br />when <br />BC16000s® 11-7/8" 2-8d 3-8d <br />4" MIN. EMBEDMENT <br />possible <br />✓� <br />BCI 6500s® 14" 2-8d 5-8d <br />SEE SCHEDULE FOR <br />1) <br />Support back of web during nailing to prevent damage to <br />16" 2-8d 6-8d <br />11-7/8 2-8d 3-8d <br />o <br />SIZE AND QUANTITY <br />web -flange connection. <br />_ ,✓ <br />BCI60se 14" 2-8d _ 5-8d <br />o <br />o OF FASTENERS <br />2) <br />Block solid between joists for full length of span. <br />Tight fit <br />16" 2-8d 6-8d <br />p <br />o <br />3) <br />Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />11-7/8" . 3-16d . 3-16d _ <br />o <br />° <br />4) <br />Place joists together and nail from each side with 2 rows of 10d nails <br />2x4/Plywood/OSB web stiffener <br />2" min. BCI 90s® 14" 5-16d 5-16d <br />4" max 11 <br />o <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 16 6-16d 6-16d <br />OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". - Hangers with side nailing. <br />@ Y -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 />Boise Joist Blocking <br />BEARING <br />\ Use 3" (10d) nails at 6" o.c. <br />Vertical load transfer =1900 plf max along load bearing wall. <br />` Load bearing walls <br />Load bearing wall must stack <br />over squash=20 blocks and <br />Non stacking walls <br />wall or beam below.' <br />require additional <br />consideration. Check�� <br />local building <br />�= - <br />code for appropriate <br />details in One 10d box <br />areas=20 of high or=20 sinker <br />lateral load. nail each side <br />at bearing.�- <br />Squash block <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam 0 <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES •--\ <br />DO NOT cut, notch <br />or drill flanges <br />Provide adequate bearing <br />for each lapped joist. <br />10dnails 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 />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 <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 �1 3/4" minimum bearing for each. I-Joisloffset <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel `Non -stacking walls <br />require additional consideration.— <br />6" A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <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 />F birld Hole Diameter to <br />2 <br />3 <br />4 <br />15 <br />6 <br />7 <br />8 <br />8.8f5 <br />10 <br />11 <br />12 <br />13 <br />Rec tarKMar Hote Side to <br />2 <br />3 <br />5 <br />6 <br />8 <br />9 <br />10 <br />Any 16" joist <br />Span (tt) <br />8 <br />V-0" <br />V-1" <br />1'-2" <br />V-2" <br />V-3" <br />V-3" <br />V-T' <br />V-11" <br />24' <br />2-9" <br />3-2" <br />3'-7' <br />12 <br />V-0" <br />V-1" <br />T-2" <br />V-2" <br />V-3" <br />V-9" <br />2-4" <br />2-11" <br />3-7' <br />4'-2" <br />4'-9" <br />6-4" <br />16 <br />V-0" <br />V-1" <br />V-2" <br />V-2" <br />V-T' <br />2-5" <br />3-2" <br />3-10" <br />4-9" <br />5'-7' <br />64" <br />7-2" <br />20 <br />1'-0" <br />1'-1" <br />1'-2 <br />V-2" <br />2'-0" <br />3'-0" <br />4'-0" <br />4'-10" <br />5'-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-h" <br />3'-T' <br />4'-9" <br />5'-10" <br />T 2" <br />1 8'-4' <br />9'•6" <br />1 10'-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. %" 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 />up to 3 to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S <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 />Install tight to top flange. <br />SLEEVE THRU STEM -' <br />SEE PLAN FOR °• • . • , .• <br />Joist hanger FOUNDATION INFO a <br />.e. <br />=1 �' STEM FOUNDATION <br />GRADE <br />Filler block. REINF. SEE PLAN <br />Nail with <br />10-10d nails. <br />Backer block required where topes <br />mount hanger load exceeds 250 lbs. �1 <br />Install tight to top flange. a <br />—I 1=ITl— <br />I <br />1/4%2" gap a _— <br />i I (2) #5 REBAR <br />Backer Block A/C CHASE 4" PVC <br />"Top Mount" "Face Mount" SLEEVE THRU FOOTING <br />Backer block shall be tight Backer block shall be tight MONO FOUNDATION <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 />eb 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 TYP. FND. PENETRATIONS <br />-1 requirements SCALE: N.T.S. <br />i <br />-0.6 X Joist <br />" %/ , depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PIPE <br />PENETRATION <br />° o <br />1-1 I�III—III—II <br />��,�IIIII� • <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />a a <br />IIIIIIII�IIII III-11 <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 />Q � a <br />PVC OR SCH40 SLEEVE <br />/ r PLUMBING LINE <br />z •a • <br />d <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 />° a d 41 o , as c <br />° <br />III-III-11 ` % I-III-111 <br />a_ <br />-1 I II 11= <br />IIIIII— Q a IIIIiI,- <br />-' <br />SEE FND. PLN. <br />SIZE & REINF. <br />er7 <br />N <br />O <br />la <br />a.M. <br />Cr <br />c M v tom' <br />—�M <br />CLN <br />ro o w <br />N a, <br />� J •3 ca <br />N � <br />T <br />= <br />N <br />C E <br />� o <br />d U <br />O <br />A, <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />� 8 `4 <br />O <br />N <br />N C # <br />0 <br />� � J <br />fA <br />rn LL W <br />c <br />a <br />� rNi <br />L a <br />Z <br />J LL U) z <br />z <br />o <br />�-oa, 0 <br />mo o o <br />@NO m J Q <br />in�O�? ¢ Z <br />W <br />Z <br />LL <br />0 <br />00 o o W <br />M Z U <br />z <br />N U 1= <br />o 0 ❑oo <br />Z <br />W <br />N O <br />� O <br />U 0 <br />t� <br />�N <br />o <br />4-1 <br />V <br />0 <br />c� <br />L� J <br />E <br />T t <br />� <br />U 0 9 <br />U) <br />Q' N O <br />a <br />� 0 <br />0 <br />_.� <br />U <br />z� <br />z <br />a <br />U_ <br />ro <br />Q <br />Co � <br />a <br />oQ <br />Frc <br />_ <br />wg <br />w` <br />�w <br />�I <br />x <br />a <br />�D <br />x <br />!Y <br />�! <br />a <br />o <br />O <br /><p <br />N u <br />sr <br />m <br />o <br />Q LL <br />i3 <br />p� <br />L <br />0 <br />� 0 <br />L <br />N <br />LJ� <br />> <br />LO <br />LO <br />rn <br />L <br />00 <br />CD <br />Y <br />r <br />Y <br />u <br />o <br />J <br />Coo <br />LO <br />O <br />I <br />Y <br />U M <br />0 <br />—0 <br />co <br />m N <br />LCi <br />N <br />Q <br />M r <br />r <br />M <br />o <br />m <br />: <br />iri <br />Z <br />Z <br />E O <br />Co <br />a <br />E <br />U 0 <br />v w? <br />Q c <br />c <br />a) <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />