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3 <br />Q <br />rn <br />m <br />LO <br />v <br />0 <br />J <br />co <br />LO <br />O <br />I <br />h7 <br />i <br />a <br />LO <br />LO <br />0 <br />0 <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 />, <br />II <br />WALL SHEATHING <br />STAPLES @ 6" O.C. VERT BETWEEN MAx I 16GAxl-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 O O O <br />5-0" Q - <br />STUB -OUT FOR O o o _I <br />GAS METER ;a <br />o <br />N Lo <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-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'-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 />15'-4" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />=TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />RN 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 />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />FILL CELL STD. 900 HOOK BOND BEAM <br />11 liI ttttcc <br />Q ° CONT. #5 <br />STD.90 <br />BOR T. #5 I HOOK \�\�\ BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />5/8"D <br />THRU <br />BOLT <br />R TRUSS <br />OP PLATE <br />BOND BEAM STEP <br />2 X B.U.0 <br />"N <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 />CONT. BASE PLATE <br />BEARING COLUMN \\ I'T <br />TYPICAL SIMPSON MGT TO <br />SIMPSON META12 / META12 <br />TSS <br />PLYWOOD FLOOR <br />SEE PLAN FORREQ'D \ SHEATHING PER PLAN <br />BUILT-UP COLUMN DETAIL <br />INSTALLATION @ MID SPAN <br />COLUMN AND <br />CONNECTION \ TJI TO BE CUT TO ALLOW <br />\\ FOR BLOCKINGIfJI <br />NOTE: <br />\� / <br />,•::. <br />UPLIFTVALUE <br />MASONRY WALL OR <br />IS BASED ON <br />S.P.F. <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 />�® <br />LOCATION OF <br />above to bearing below. <br />SECTION a@ INT. BRG. WALL <br />N .� ` <br />�� <br />° ° <br />SIMPSON H10A <br />SECOND H10A <br />(WHEN <br />DOUBLE JOIST <br />CONSTRUCTION <br />N.T.S. <br />�- ; . <br />' -� �' <br />w/ (18)10d x 1 1/2"' <br />REQUIRED) <br />(Not required if both loaded equally from above) <br />�' �` <br />NAILS <br />t <br />Filler blocking <br />i <br />UPLIFT = 1015# <br />1/8" min. } Small gap 2" min. <br />2" <br />1 /8" gap <br />max. 4" max. <br />JosebStifferr BearngLocatodu►\\ <br />TYPICAL SIMPSON LUS/HUS/HUC <br />TYPICAL SIMPSON H10A <br />- __Series___ Depth, End Intermediate <br />2 8d- z-ad <br />INSTALLATION <br />INSTALLATION <br />BCI S000s°�� 191/21, -� <br />2 8d j- 3-8d <br />Clinch nails 14 2-8d - _ 5-8d <br />9-1/2" 1 2 8d 2-Sd — <br />{ — <br />when /' BCI 6000se 11 7/8"' 2-8d _ 3486 1 <br />— <br />possible ✓ ® 14 2-8d <br />4" MIN. EMBEDMENT <br />\ BCI 6500s _ 5-8d <br />�_ <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 />0 SIZE AND QUANTITY <br />o <br />web -flange connection. <br />_ <br />�. -� f - BCI 60s@ 14"_2 8d t 5-8d ' <br />o OF FASTENERS <br />2) <br />Block solid between J 9 Pa <br />— <br />Tight fit _- \\ — 6-8d <br />g 16 2 8d �\- <br />j j <br />o <br />0 <br />3 <br />Leave 1/8' gap between top filler blocking and bottom of to flange. <br />gap P g P g <br />7/8—"3\ 3-16d - <br />O <br />o <br />4) <br />Place joists together and nail from each side with 2 rows of 1 Od nails <br />2x4/PI ood/OSB web stiffener 2 min. <br />yt^ BCI90s 14 5 16d _ 5-1-6d <br />4„ r <br />o <br />camax. " ! <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when mdtted or 166-16d ! 6-16d -- -- - - - OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with side nailing. <br />-Hangerswithsidesnotcontaining 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. hi herthan 1500Ib <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 />11/16 <br />code for appropriate <br />details in <br />One 10d box <br />k,or=21 <br />areas=20 of high <br />sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block I <br />(2x4 minimum) J <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" (1 Od) nails at 6" o.c. <br />Load bearing walls <br />Provide adequate bearing <br />for each lapped joist. <br />Od 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 />9 <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 LJ <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 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />bt UU I ANYVVhitKt IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" <br />DO NOT CUT HOLES <br />LARGER THAN <br />ROUND IN <br />CANTILEVERS. <br />F fttttt# • <br />_ <br />. <br />J6 <br />• - <br />S <br />875 <br />10 <br />31 . <br />12 - l <br />:13 - `. <br />i Hd6 Side id <br />Z <br />3 <br />5 <br />0 <br />Any 16" joist <br />Span (ft) <br />8` <br />V-0" <br />1-1" <br />V-2" <br />1-2" <br />1'-3" <br />V-3" <br />V-T' <br />T-11 " <br />2-4" <br />2-3" <br />3-2' <br />3T' <br />12 <br />1'-U' <br />V-1" <br />1'-2" <br />1-2" <br />1'-3" <br />T-9' <br />2-4" <br />2-11" <br />3-T" <br />4' 2" <br />4-9' <br />6-4" <br />16 <br />1'-0" <br />V-1" <br />1'-2" <br />1-2" <br />1' 7 <br />Z-5" <br />3'-2" <br />3-10" <br />4-9" <br />5'-7" <br />64" <br />T 2" <br />20 <br />T4Y' <br />VA" <br />V 2" <br />1-2" <br />2'-0" <br />3-0" <br />4-0" <br />4'-10" <br />6-11"16-11" <br />7'-11" <br />8'-11" <br />24 <br />T-0" <br />1 '-1 "I <br />V-2' <br />1'-3" <br />2'-S' <br />3'-T' <br />4-9' <br />6-10" <br />T 2 <br />8'-4' <br />9'-6" <br />16'-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 1y" 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 />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />�t11 <br />��'CIIIE <br />Backer block (12" wide min.) : = 1111= I1 11I= I1 111 I I1 I 111= —I I I <br />�\\ Nail with 10-1 Od nails. - <br />\\ Install tight to top flange. SLEEVE THRU STEM ° <br />\� \ SEE PLAN FOR °. • . • .. 4 <br />Joist hanger .0 q ° <br />\ FOUNDATION INFO ' a <br />i - `I �I�a <br />STEM FOUNDATION <br />\ Filler block. <br />\\\Nail <br />110dtnails. <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 />10 <br />j, <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 />1l4"-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 <br />- requirements <br />— -0.6 X Joist <br />j depth <br />f Xa <br />� -LEA <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />v <br />r-REINF. SEE PLAN <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 />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />\ <br />PENETRATION <br />d ° <br />I—� d <br />IlIIIIIII • <br />GRADE <br />PLUMBING LINE <br />�— PVC OR SCH40 SLEEVE <br />d <br />° <br />° �—III-111- <br />• <br />Til <br />I-1 IF <br />SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />C d d <br />ire Z • ° • <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 da G <br />1 I I, E I I I —I 41- <br />-1I I— <br />164, <br />SEE FND. PLN. <br />SIZE & REINF. <br />e" <br />C%A <br />as <br />M <br />—�m>< <br />c u- ci <br />N M O i <br />fy a ti <br />Q N Y <br />v E a <br />o: 3 <br />m <br />v v n <br />o <br />0 <br />.,•, <br />-L <br />01 <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 Florida Building Code - <br />Residential <br />7th Edition. 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