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C14 <br />C14 <br />LO <br />0 <br />-0 <br />-0 <br />_< <br />ri <br />C) <br />�2 <br />15 <br />LO <br />C I D <br />LO <br />C I :) <br />r1_3 <br />C14 <br />C, <br />- <br />9 <br />LO <br />CD <br />r <br />LO <br />CD <br />I <br />2 <br />0 <br />=3 <br />0- <br />Cn <br />tDn <br />c14 <br />E <br />C7 <br />F <br />E <br />LZ <br />110 <br />c-4 <br />C14 <br />Ln <br />0 <br />C14 <br />C:) <br />C14 <br />LO <br />V <br />V) <br />M <br />< <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <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 LATW <br />"ONLY APPLIES TO LENNAR TPA/JAX** <br />101-01, <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 0 0 0 *'v <br />51-101" <br />'0 le 0 <br />C) <br />STUB -OUT FOR 11-01, = o -1 <br />0 LO <br />IV 0 <br />GAS METER 0 -1 <br />0 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - <br />0 MEASUREMENTS ARE FROM FINISHED FLOOR <br />e ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />0 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 />7-5" <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 />61-111 <br />(2) 16d TOENAILS <br />2" X 6" @ 24" O.C. <br />81-6" <br />(2) 16d TOE NAILS <br />2" X 8" @ 24" O.C. <br />(2) 16d TOENAILS <br />2"X 10" @ 24" 0. 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 />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 />1 <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 314" 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 />I <br />2 x — lumber <br />I <br />Double 2 x lumber <br />1 1 <br />DOUBLE JOIST CONS <br />(Not required if both loa <br />Filler <br />1/8" gap <br />FILL CELL STD. 90' HOOK F BOND BEAM <br />UJ <br />CONT. #5 <br />> STD. 90't, <br />CONT. #5 BAR <br />HOOK <br />BAR F <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 />I <br />TJ I TO BE CUT TO ALLOW <br />A-D <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <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 />Solid block all posts from <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min.. <br />2" <br />Small gap 2" <br />" <br />4 <br />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 />2x4/Plywood/OSB web stiffener 2" min. <br />M <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails requ <br />red when <br />nd <br />cated or 4" ax. 6-16 <br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing <br />1 6 <br />top flange of joist. WEB STIFFENER <br />- Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />- Under 2nd floor column w/ loads <br />N.T.S. <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 />0' <br />require additional <br />wall or beam below.* <br />consideration. Check <br />k <br />local building <br />code for appropriate <br />'64 <br />details in <br />One 10d box <br />areas=20 of high <br />or--21 sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Load bearing walls -7 <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth End intermediate <br />BC1 5000sp <br />9- 1 /2" <br />2-8d <br />2-8d <br />11 -7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />0— <br />BCI 6000S <br />BCI 6500s@ <br />9-1/2" <br />11 7/81, <br />2-8d <br />2 8d <br />2-8d <br />3-8d <br />�4" <br />2 8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BC160� N' <br />11 -7/8" <br />2-8d <br />3-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 90se <br />7 <br />11 -7/8" <br />/P <br />1 3-16d <br />I 3-16d <br />4 <br />" <br />d <br />6-16d <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 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 <br />Load bearing wall must stack over <br />blocking and wall or beam below.* <br />Joist <br />When joists meet over wall, provide <br />13/4" minimum bearing for each. I -Joist can be offset <br />IF <br />" <br />Provide adequate bearing <br />for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />-10d nails require additional consideration. <br />Squash block <br />SECTION INT. BRG. WALL <br />(2x4 minimum) . �C_V <br />N.T.S. <br />Bearing wall, Versa -Lam LVL or <br />0 <br />Glulam Beam <br />10( <br />sa 7LamLVL or I <br />MINIMUM SPACING 2x GREATEST <br />KNOCKOUTS) ALLOWED <br />DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />'see <br />)tch\,I; <br />A 1 2" ROUND HOLE MAY DO NOT CUT HOLES <br />6' 6" 6' <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <br />THE WEB. PROVIDE AT 7=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 />8 <br />T-a' <br />T-T' <br />T-2' <br />2" <br />T-2` <br />V-3' <br />T-3' <br />V-7' <br />T-11" <br />24' <br />2-9' <br />3-0 <br />3-7 <br />12 <br />T-9' <br />T-Z' <br />T-2" <br />2! <br />1 �-3' <br />T-9' <br />Z-4!' <br />Z-1 I " <br />3-7 <br />4-Z' <br />4!-g' <br />9-4' <br />Any Iff'joist <br />­­_ - - - ____ _ , ____ -- -, � __ � <br />— <br />16 <br />T-a' <br />1"" <br />T-Z' <br />V-2" <br />T-7' <br />2-6* <br />3-Z' <br />3-10" <br />4-9r' <br />6-7 <br />64' <br />7-2' <br />qpan (11) <br />20 <br />T-0" <br />A.. <br />T <br />11_zk <br />V-2' <br />2�-U', <br />3-a', <br />4-a�, <br />4-10", <br />6-11". <br />6-11"1 <br />7'-11-i <br />8--1 <br />i24 <br />11-47- <br />1 V-1" <br />I T-0 <br />1 T-3" <br />1'Z-6'1 <br />3-7'14!-9'16-10"1 <br />T-Z' <br />1 94' <br />1 9-6' <br />110'-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. 1Y2" 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 <br />to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S <br />Joist hanger <br />SIMPSC <br />w/ (22) <br />NAILS T <br />5/8"0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS T <br />RTRUSS <br />OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />AIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)IFFASTENERS <br />TYPICAL SIMPSON META12 <br />META1 2 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) <br />Nail with 10- 1 Od nails. <br />nstall tight to top flange. <br />SLEEVE THRU STEM <br />SEE PLAN FOR <br />4' <br />FOUNDATION INFO <br />= R7- <br />rE <br />-0 0 <br />4 F <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 />A/ <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"gapatboftomoftop <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' <br />0 g (e,1 <br />requirements <br />0.6 X Joist <br />depth <br />D <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />4 <br />A <br />REINF. SEE PLAN <br />(2) #5 REBAR <br />Z��A/C �CHASE �ePVC� <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 />(WHEN <br />SIMPSON H10A <br />1 REQUIRED) <br />w/ (18) 10d x 11/2 <br />NAILS <br /># <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 />PIPE VERTICAL THRU FND. <br />PVC OR SCH40 SLEEVE <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PIPE <br />PLUMBING LINE <br />PENETRATION <br />L <br />4 <br />. *- .14 <br />4 <br />. . <br />SEE FND. PLN. <br />SIZE & REINF, <br />11 <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 <br />4 <br />4 (�e4 . <br />. <1 <br />�646 <br />SEE FND. PLN. <br />SIZE & REINF. <br />C= <br />LU <br />C, <br />tn <br />C14 <br />W <br />co <br />W <br />=.5 L) W <br />6- <br />E <br />M <br />1/4" <br />xx <br />wj ,V <br />)go <br />�A S <br />� <br />- -�/ .* ��, C'4 <br />C=) <br />N c1h <br />4, <br />I <br />To the best of the Engineer's knowledge, in ation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />AAM 0 <br />4 <br />U_ <br />W LO o? U) <br />0 U) F- F.- �O LL <br />0 <br />- I S� &a <br />4 NO <br />L.L <br />0 Co U_ <br />_J Z <br />-8- 0. <br />C64W <br />z <br />2; 0.� <br />W U) z <br />00 X 0 <br />LO z <br />ILW <br />N Cn <br />. z <br />-= W <br />(D M <br />(D <br />Co <br />C') <br />C1 <br />C/3 <br />LU <br />0 <br />Ul) <br />V) <br />C) <br />E <br />0 <br />0 <br />- <br />cl'� <br />'i <br />Z <br />U_ <br />(6 E <br />z< a <br />E <br />2� <br />R <br />00 <br />.0 <br />0� <br />E31 E <br />0 <. <br />, <br />0 <br />0< <br />X, <br />U:) <br />0 <br />0, <br />0 <br />1.2 <br />_J <br />E3 <br /><'- <br />z <br />0 <br />0 <br />C/5 <br />0 < <br />I <br />z <br />�0 <br />Cl> <br />5 <br />00 <br />C) <br />1100 <br />> 0 <br />U <br />co <br />0) <br />"94- <br />C%4 <br />CD <br />co cy) ILL <br />LO <br />CL <br />E <br />r-!. <br />60 <br />co <br />0 .2 0 <br />M <br />+J <br />+- CY) <br />1— <br />0 Q0 <br />LO <br />c) <br />Lo <br />C'4 <br />0 <br />a) <br />M <br />CN <br />Lr) <br />ce) <br />T7 <br />4i <br />E <br />I CY) <br />E r__. . I <br />LO <br />6 <br />z <br />M <br />z <br />0 <br />E C) (n <br />- <br />ca <br />a <br />E <br />0 <br />C: <br />C: <br />_J <br />JOB <br />NO 23-05707-05712 <br />SCALE AS NOTED <br />SHEE T NO. <br />SN 1 <br />