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CN <br />C14 <br />LO <br />0 <br />C:) <br />cN <br />C14 <br />0 <br />C> <br />C14 <br />=> <br />C14 <br />CN <br />LO <br />C,4 <br />C:) <br />CD <br />r- <br />C I <br />U-) <br />C14 <br />r- <br />-.4- <br />CD <br />fIN <br />-19 <br />C) <br />E <br />E <br />r7 <br />c14 <br />LO <br />i3 <br />V <br />CN <br />Ln <br />Cn <br />U-i <br />M <br />< <br />5-: <br />M <br />C/) <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAxl-1\2" LONG (3/4---l" CROWN) <br />... .... <br />......... ........... <br />....... <br />.. <br />1.1i­ * <br />...... .'.*.... <br />1:0 <br />.. ....... <br />. ...... <br />........... <br />...... <br />WALL SHEATHING <br />MAX.T. 16GAxl-1/2" LONG (3/4"-1-- <br />STAPLES @ 6" O.C. VERT BETWEEN <br />CROAN) STAPLES @ 6" <br />STUDS (NOTED THUS:—) - OFFSET <br />O.C. VERT INTO STUDS <br />STAPLES BETWEEN STUDS AS SHOWN <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 />101-01, <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 0 0 0 <br />U) <br />< <br />51-0" <br />0 <br />STUB -OUT FOR '1 1 1 <br />-011 <br />9 <br />GAS METER 0 0 <br />9 0 <br />N <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - <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 />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 />8'-6" <br />(2) 16d TOENAILS <br />2" X 8" @ 24-1 O.C. <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 />1154" <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />L <br />=TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />_So T H ERN YELLOW PINE, 55 PSF LOADING <br />Backer and Filler Block Dimensions <br />BCIOJoist <br />Backer Block <br />Thickness <br />1 <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- 118" 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 />2x—+ 5/8" or 3/4" wood panel <br />1- 1 /8" or two 1/2" <br />602.0 <br />wood panels <br />2x + 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 />FILL CELL STD. 90' HOOK BOND BEAM <br />F <br />Cn <br />uJ <br />00 CONT. #5 <br />STD. 9 <br />CONT. #5 BAR <br />BAR HOOK 7 <br />7 <br />r 'LL ":LL <br />STD6 90. <br />HO AK <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 />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJ I 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 /># OF 2nd FLOOR <br />Solid block all posts from <br />STUDS <br />above to be W. <br />aring belo <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. Small gap 2" min. <br />2" m " <br />. 4 <br />max. <br />Clinch <br />nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />ight fit <br />2) Block solid between joists for full length of span. T <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 />4) Place joists together and nailfrom each sidewith 2 rowsof 10d nails 4" max. <br />required when indicated or <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)/8" GAP @ TOP sides by 6". Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />Under 2nd floor column wl loads <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 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 />v' <br />k <br />consideration. Check <br />local building <br />code for appropriate <br />details in <br />One 1 Od 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 />Boise Joist Blocking <br />i r i i nrn nAilq At R" n r. <br />Q�� Provide adequate bearing <br />for each lapped joist. <br />1 Od nails <br />SECTION INT. BRG. WALL <br />(U—) <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />KNOCKOUTS) ALLOWED <br />D DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES <br />(KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />'se, <br />)tch\,t <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series 1 Depth End Intermediate] <br />BCI 5000 S�D <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 />@ <br />BC16000s' <br />BC16500s@ <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 />BCI 60se <br />11 -7/8" <br />2-8d <br />3-8d <br />14" <br />2 8d <br />S <br />5-8d <br />16" <br />24-�8d <br />6-8d <br />BCI 90so <br />11 -7/8" <br />3-16d <br />3-16d <br />14" <br />16" <br />6-16d <br />6-16d <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 _T��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 />13/4" 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 />7 - 7j <br />he <br />13/4 <br />Use 1 0dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />nrv. <br />lor-4m <br />A ROUND HOLE MAY DO NOT CUT HOLES <br />611 6" <br />BE CUT ANYWHERE IN 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 1)/2" <br />7= <br />'00''i"I WINE, <br />Anly 16 -joist <br />S an (ft) <br />- ­ - ­_ P. <br />-120 <br />8 <br />V-0` <br />T-I" <br />1'-2' <br />V-2" <br />1 �-3' <br />1 �_31 <br />1 1-71 <br />1 1-11 V <br />2-4' <br />2-9" <br />3-2' <br />3-7' <br />12 <br />I -a' <br />V-1 <br />T-Z' <br />V-2" <br />T- <br />11-9* <br />2-41 <br />1. <br />2-11 <br />3-7' <br />4-Z' <br />4'-g* <br />94" <br />1161 <br />V_a, <br />11-1 <br />1'-Z' <br />1 �-2" <br />7 <br />1 <br />2-6' <br />3-2' <br />3-10" <br />4-9' <br />6-7' <br />6-4* <br />7-2' <br />1 I -a' <br />I I �-1 <br />I'-Z' <br />V-2" <br />2-a' <br />3-0" <br />4!-U' <br />4!-10" <br />6-11" <br />6-11" <br />7�-11" <br />8!-11" <br />124 <br />11'-0" <br />1 V-1 <br />1 V-2", <br />1'-3'* <br />2�-S' <br />3-7* <br />4! <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 %" 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 />SIMPS( <br />w/ (22) � <br />NAILS I <br />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) <br />NAILS 1 <br />R TRUSS <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 />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)FFASTENERS <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 />0 4 <br />. e. - <br />FOUNDATION INFO 4' <br />STEM FOUNDATION <br />Fill <br />r bl <br />k. GRADE <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />TE M <br />-OR <br />JFO <br />REINF. SEE PLAN <br />mount hanger load exceeds 250 lbs. <br />:IT-- <br />�E <br />I 7r <br />Install tight to top flange. <br />1/4"-2" gap_�_ <br />AF, <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 />D Vdepth <br />- - <br />I —JOISTS BUCKETS <br />N.T.S. <br />(2) #5 REBAR <br />A/C CHASE 4" PVC <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 />0 (WHEN <br />SIMPSON H10A <br />w/ (18) 1 Od x 1 1/2" REQUIRED) <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />D1 51 10A .0 <br />X1 1 /2' <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION� <br />12" BELOW <br />GRADE <br />1,ffl,1\4 <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4 <br />K � 41 11=11 FI,, <br />SEE FND. PLN 1 <br />SIZE & R�� <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />I <br />L <br />4 <br />04 <br />4 <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 />4 4< <br />4 <br />4 <br />4 <br />SEE FND. PLN. <br />SIZE & REINF. <br />C= <br />C-i <br />r— <br />—C4 <br />C_:, <br />co <br />If <br />—2 <br />C, <br />E <br />C, <br />Z. <br /><V <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, Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />"T, <br />0 M (0 <br />8 <br />6W, <br />OWN <br />0 (2 s <br />wo <br />W <br />g LL <br />co U_ <br />Z 3: 0 <br />0 <br />3: 0 5 <br />R <br />.0 1 0 <br />6c�(D M Lu < <br />W <br />W U) z <br />00 0 <br />z z <br />un <br />< <br />z <br />83 <br />CO C) <br />< <br />0 < <br />U) <br />Q) <br />Q) <br />4--J C/7) <br />M LU <br />0 UJ <br />L/) <br />V) <br />L.0 <br />E <br />M 0 <br />U) <br /><C 0 <br />C=) <br />Q0 <br />?: <br />0, <br />< <br />U_ <br />C6 E <br />4 <br />C� 0 <br />E u <br />9 M5 <br />8 E <br />1< <br />0 <br />-z <br />z <br />co <br />< <br />.0 <br />z <br />< <br />co 3: <br />W3" <br />X3: <br />0§ <br />a) <br />> 00 <br />co <br />A= <br />CID C) U_ <br />C:> <br />LO <br />=3 <br />CN <br />CT E <br />00 <br />co <br />U) <br />CD <br />V_ <br />CN <br />+_J LO <br />+_J r1_ <br />0 <br />'E <br />(.0 cr) <br />I? <br />LO <br />N <br />C5 <br />n 0 <br />0') N <br />M <br />LO <br />co <br />< T_ Itt, <br />C.0 <br />E <br />M CY) <br />r_ T_ 6 LO <br />6 <br />z <br />CU <br />z <br />=$ <br />E T_ cn <br />- <br />ca <br />C <br />E <br />0 '9 <br />0 'a <br />U _J < 0 <br />a) <br />_J <br />JOB <br />NO 23-04725-04730 <br />SCALE AS NOTED <br />SHEET NO. <br />SN 1 <br />