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C14 <br />C14 <br />N-) <br />LO <br />Cr <br />0 <br />-0 <br />:2 <br />-.4- <br />C'4 <br />L0 <br />C) <br />r- <br />LO <br />C) <br />C14 <br />CD <br />C14 <br />0 <br />C-4 <br />9 <br />LO <br />CD <br />LO <br />C�p <br />C14 <br />0 <br />C-4 <br />C=1 <br />CL <br />E <br />F2 <br />E <br />0 <br />01 <br />f 7 <br />PI-) <br />C) <br />Ln <br />45 <br />0 <br />C14 <br />C> <br />LO <br />6 <br />S2 <br />< <br />IM <br />V) <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />I I <br />........... <br />IT_ 1� - <br />I 1 <br />t`1 <br />�11.i <br />X <br />< <br />....... <br />I ...... .... . ... <br />..... <br />......... ­ <br />� I.. <br />.... .. ... <br />..... .... <br />. .... + I ..... I ... F_� .... 1 <br />16GAxl-1\2" LONG (3/4"-l" CROWN) <br />.......... I ... ­ I ..... ­ � <br />AX <br />M .4 <br />16GAxl-1/2" LONG <br />STAPLES @ 6" O.C. VERT BETWEEN <br />- - ! !.11 - <br />.11 <br />(3/4"-1" <br />STUDS (NOTED THUS:—) - OFFSET <br />CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN <br />O.C. VERT INTO STUDS <br />v <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 />101 <br />-011 <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 000 <br />U) <br />< z <br />51-011 <br />(D <br />10 <br />STUB -OUT FOR 11-01. <br />LO <br />9 <br />V 0 <br />GAS METER 0 <br />9 0 <br />- - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />9 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 />-ry** <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COLIN <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" 0. 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 />T-13" <br />(2) 16d TOENAILS <br />10 <br />2" X 8" @ 24' C. <br />11 141 <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 />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 />BCIeJoist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 718" <br />5000s 1.8/1.7 <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- 118" or two 1/2" <br />602.0 <br />I <br />I wood panels <br />2 x + 5/8" or 3/4" wood panel <br />1 1 <br />F9 02.0 <br />2x lumber <br />Double 2 x lumber <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 />STD. 90o CONT. #5 <br />BAR <br />CONT. #5 HOOK <br />BAR F <br />7 <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 />INTERIORIEXT 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 />TJI 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 bearing below. <br />SECTION INT. BRIG. WALL <br />N.T.S. <br />1/8" min. ) Small gap 2" min. <br />2" max " <br />. 1 4 <br />max. <br />Clinch nai <br />when <br />possible <br />7' <br />ls <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />Tight fit <br />2) Block solid between joists for full length of span. <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" max. <br />4) Placejoists together and nail from each side with 2 rows of 10d nails <br />required when indicated or 16 <br />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 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 />0 <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />consideration. Check <br />k <br />local building <br />code for appropriate <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 />S <br />quash 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" N Od) nails at 6" o-c. <br />Provide adequate bearing <br />for each lapped joist. <br />Od nails 0" INT. BRIG. WALL <br />SECTION <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />NOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />Ild <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth End I Intermediate <br />BCI 5000si� <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />1 3-8d <br />14" <br />2-8d <br />I 5-8d <br />@ <br />BCI 6000s <br />BC16500s 8 <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 60s"�' <br />11 -7/8" <br />2-8d <br />-8d <br />14" <br />�-8d <br />_3 <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 90so <br />11-7/8'. <br />3-16d <br />3-16d <br />14" <br />5 -16d <br />5-16d <br />" <br />d <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 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 />'oc' <br />Who <br />&1 u314 <br />Use 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />0— <br />(0 <br />mm <br />1% 1% <br />7 r Y2" ROUND DO NOT CUT HOLES <br />61' 6"*q <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <br />Al HOI F MAY <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 ly2" <br />A <br />Any 116'jolist <br />Span (ft) <br />8 <br />T-9' <br />1, �-I` <br />T-0 <br />11�-2" <br />V-3' <br />1�-3� <br />V-7' <br />V-11" <br />24' <br />2-9' <br />3-2' <br />3-7' <br />1-2 <br />T-U' <br />I �4 " <br />T-Z' <br />T-2" <br />T-3* <br />V-9' <br />24" <br />2-11" <br />3-T' <br />4!-2' <br />4-9' <br />9_4' <br />16 <br />V-0 <br />I'A" <br />T-Z' <br />V-2" <br />V-7 <br />2-6' <br />3-Z' <br />3�10" <br />4-9' <br />95�-T' <br />16-4' <br />7-2' <br />r20 <br />V-1- <br />I T-2-1 <br />V-2" <br />12 '1 <br />3'-U� <br />I 4-a' <br />14-10", <br />9-11". <br />6-11", <br />T-11"I <br />V-11" <br />124 <br />1 T-101" <br />I I'-1" <br />I '-Z' <br />1. V-3" <br />1 2�-9' <br />1 3-7-14-9,' <br />19-10" <br />1 T-2- <br />1 6-4' <br />1 9-6- <br />1 110'!�l <br />I 1 *03 <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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <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 %" 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 />SIMPS( <br />w/ (22) <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) <br />NAILS I <br />R TRUSS <br />'OP PLATE <br />J.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />TYPICAL SIMPSON META12 <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC - <br />SLEEVE THRU STEM <br />WALL <br />AIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />WNW, W..., I <br />Backer block (12" wide min.) I 11-111-111-111 <br />1 <br />-11111 111 Ill I I— ill — <br />Nail with 10- 1 Od nails. <br />nstall tight to top flange. SLEEVE THRU STEM <br />Joist hange SEE PLAN FOR 4 <br />FOUNDATION INFO 4' <br />JI I <br />STEM FOUNDATION <br />In <br />angerb <br />Filler block. <br />Nail with <br />10-1 Od 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 stiffeners are not required when top <br />flange is laterally supported by joist hanger. doesn't meet <br />Web stiffner as <br />/required if hanger <br />height <br />requirements <br />1 0 6 X Joist <br />F��depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />. . -�i . X <br />4 4, <br />L P <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 />(WHEN <br />SIMPSON H10A REQUIRED <br />wl (18) 1 Od x 1 1/2"' <br />NAILS <br />UPLIFT= 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />10AIX11 /2' <br />015# <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PVC OR SCH40 SLEEVE <br />PENETRATION <br />A <br />4*- < <br />.4 <br />SEE FND. PLKI I <br />SIZE & RE <br />12" BELOW <br />PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4' 0" <br />CENTERED Cc <br />PENETRATION—\ <br />PIPE <br />PVC OR SCH40 SLEEVE <br />r- PLUMBING LINE <br />10 <br />z <br />(.0 <br />A A <br />SEE FND. P�LN�. <br />SIZE & REINF, <br />PIPE PERPENDICULAR TO FND. <br />RED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTE <br />FF <br />4 4 4 <br />4 <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />C-1 <br />C= <br />C= _24 <br />U_ a- <br />M C= <br />C�4 <br />31: <br />CM <br />�e <br />W <br />W A,V� <br />�,!,Vzo <br />rD <br />UJI <br />f <br />P LV <br />f <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />C, E Lo N <br />0 <br />0 M co V <br />.2-0 L <br />0 co ch <br />UJ <br />6 co ;r uJ d� <br />MC _1J It wll� '0 <br />-1 -_ z 0 <br />Z _C0 3: 0 5 <br />:2 2 <br />�5 I C� (0 M Lu < <br />02 r- m <br />W 05 c� z <br />Z co z X 0 <br />< <br />LLW <br />z <br />W <br />CO <br />�q <br />< <br />< <br />U) <br />72 <br />Q) <br />4�_ <br />4--J <br />L�u <br />M �Ri <br />U <br />L_U <br />V) <br />J14C <br />U) <br />& <br />o LU <br />o` <br />E <br />*> <br />0 <br />U) <br />< 0 <br />co <br />C6 E <br />E <br />uj <br />!� <br />Z a <br />< <br />FT C6 <br />C1 <br />'0 <br />00 <br />.0 <br />C� E <br />-0 < <br />ra <br />0 <br /><. <br />.0 <br />0 <br />2! <br />O� <br />Z <br />z <br />M _J <br />- <br />:5 <br />8 <br />z <br /><0 <br />0 <br />W <br />co 3: <br />0< <br />T <br />2-. <br />C=> <br />< <br />> 00 <br />a) <br />M <br />I--- <br />C%4 <br />04 <br />C'14 <br />CID M <br />cr) <br />CL <br />T_ <br />I <br />50 <br />co <br />Cn 0 (-) <br />M <br />"rl- <br />co <br />4-1 19t <br />co <br />0 CD <br />LO <br />C? c) <br />U-) <br />M N <br />(0 0 <br />M N <br />M <br />LO <br />< co r- <br />T_ <br />(D <br />E <br />i6 LID <br />0 <br />z <br />Cc <br />z <br />E <br />C: <br />E 45 <br />0 0 _0 <br />C) _J <br />JOB <br />NO 23 -05719-05724 <br />SCALE AS NOTED <br />SHEET NO. <br />SN 1 <br />