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01 <br />3-- <br />_C! <br />LO <br />LO <br />311 <br />0 <br />:;2 <br />t2 <br />(0 <br />C) <br />11 <br />C'4 <br />LID <br />LO <br />9 <br />M <br />�2 <br />co <br />C� <br />1`1 1 -) <br />5�_ <br />LO <br />LO <br />J21 <br />51q <br />E <br />E <br />F 0 <br />0- <br />M <br />9 <br />.2 <br />0 <br />CN <br />C> <br />C14 <br />LO <br />6 <br />tv <br />_Z� <br />ZZ <br />LO <br />C� <br />LU <br />> <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH WALL SHEATHING <br />........ <br />.......... ... ...... <br />.. 4. ­14...,.�..., <br />......... <br />....... <br />....... <br />..... <br />....... ...... <br />16GAxl-1\2" LONG (3/4%1" CROWN) ........... ............ <br />F. 16GAxl-1/2" LONG (3/4%11" <br />STAPLES @ 6" O.C. VERT BETWEEN <br />CRO <br />STUDS (NOTED THUS:—) - OFFSET WN) 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 />101 <br />-Off <br />TANK -LESS W/H <br />CORNER OF % <br />HOME H C G <br />GARAGE SIDE 000 <br />51-011 < <br />0 <br />STUB -OUT FOR =1 <br />b <br />0 <br />GAS METER 0 <br />9 <br />0 <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />OFF <br />ROUGH -IN GAS TO RIGHT (ALWAYS) - 12' -CENTER <br />ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" <br />GAS CONNECTION DETAIL <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 />101-81, <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 />W-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 />6-11 <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 />(2) 16d TOENAILS <br />2-1 X 10" @ 24" 0. 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 />[**T7OENA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />SOUT IL <br />HERN 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 7/8" <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 />1-1/8" 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 />FILL CELL <br />U) <br />UJI <br />STD. 90' <br />CONT. #5 <br />i HOOK <br />BAR <br />STD. 900 HOOK <br />BONDBEAM <br />SIMPSC <br />w/ (22) - <br />NAILS I <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/8"0 <br />THRU <br />BOLT <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />___1 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 />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRIG. 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. BRG. WALL <br />N.T.S. <br />2" min. <br />1/8" min. Small gap <br />2" max " <br />. <br />max. <br />_J�y <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to 7 <br />1/1 <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/PIywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails <br />required when indicated or 4" max. 6- <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 j/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 w/ loads <br />N.T.S. <br />higher than 15001b <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 />w <br />wall or beam below.* <br />k <br />consideration. Check <br />local building <br />code for appropriate <br />k6 <br />details in <br />One 1 Od box <br />areas=20 of high <br />or=20 sinler <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />ulam Beam <br />GI <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />. <br />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall <br />Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer <br />when load bearing - for lateral support when joists <br />Load bearing walls <br />meet over wall, or wall stacks directly over wall or <br />_tz <br />Web Stiffener Fastener Schedule <br />Joist Bearin tion <br />Series Depth I End intermediate <br />BCI 5000e <br />9-1/21, <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 />BCI 6000slo <br />BC16500su' <br />-1/2" <br />-7/8" <br />2-8d <br />2-8d <br />L 2-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 60so <br />11 -7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />—6-8d <br />BCl 90so <br />-718" <br />3-16d <br />3-16d <br />5-16d <br />5-16d <br />16d <br />6-16d <br />SIMPSC <br />wl (22) - <br />NAILS 1 <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 />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)FFASTENERS <br />TYPICAL SIMPSON META12 <br />Plumbing <br />META12 TSS INSTALLATION <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 />A <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />'oc <br />21 <br />Whe <br />13/4 <br />Provide adequate bearing <br />Use 1 Odx3" nails at 6"o.c. for all joist <br />for each lapped joist. <br />blocking panel *Non -stacking walls <br />10d nails quire additional consideration. <br />SECTION INT. BRG. WALL re <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D <br />NOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />0-11 El <br />T <br />r% <br />DO NOT CUT HOLES <br />6-7 6" <br />BE CUT ANYWHERE IN LARGER THAN <br />< CANTILEVER <br />A %" ROUND HOLE MAY <br />.70, ROUND IN <br />THE WEB. PROVIDE AT I <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 />Ni <br />Milli- <br />10 <br />10., <br />Any 16"joist <br />Span , , k1t) <br />8 <br />V-9' <br />V-1" <br />V-Z' <br />V­Z' <br />V-3' <br />V-7 <br />V-11" <br />Z-4' <br />2-9' <br />3-0 <br />3-7 <br />12 <br />I'-U' <br />V-11" <br />T-2' <br />ll-2" <br />V-3' <br />V-9' <br />2-4' <br />2-11 " <br />3-7 <br />4!-Z' <br />4!4,' <br />9-41" <br />16 <br />I -a' <br />T-11" <br />V-7 <br />V-2" <br />1!-7' <br />2'-5' <br />3�-Z' <br />3�40" <br />4-9' <br />6-7' <br />6-4' <br />7-2' <br />4-10" <br />6-111" <br />124 <br />1 V-0" <br />I V-11'" <br />I V-Z' <br />I T-T' <br />2!-S' <br />1 3W" <br />14-9' <br />1 <br />8,4. <br />1 g-6. <br />10,-g. <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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <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 />7.1)/2" 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 />JC <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />co <br />FINI$H GRADE <br />Backerblock (112" wide min.) =1 I <br />--I I J—_I I ]--I I 1--1 I 1-- 1111 <br />Nail with 10- 1 Od nails. <br />Install tight to top flange. 'A. <br />SLEEVE THRU STEM <br />4 <br />0 <br />SEE PLAN FOR A <br />FOUNDATION INFO <br />STEM FOUNDATION <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" <br />1 <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 required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />Web stiff ner as <br />requirements <br />0.6 X Joist <br />D depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />— <br />r—REINF. SEE PLAN <br />(2) #5 RE BAR <br />'LA/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 />SIMPSON H10A (WHEN <br />w/ (18) 1 Od x 1 1/2" REQUIRED) <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />91 10A.5 <br />X1 1 /2- <br />15# <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />PENETRATION <br />.4 <br />< 1��' 1 11'' J 1 1= <br />M I 1=1 <br />—III- <br />I <br />I r_z <br />r= <br />iT <br />SEE FND. PLN. <br />SIZE & REI <br />12" BELOW <br />PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4' 0" <br />CENTERE <br />PENETRATION <br />-D @ PI�E <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />4 <br />SEE FIND. 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 <br />4 <br />. . . .< 1 4 <br />4 <br />J= <br />Jil- - <br />-a <br />SEE FND. PLN. <br />SIZE & REINF. <br />C%J <br />V, 2 <br />zxc <br />a_- (T3 <br />Cz <br />F_ <br />2; <br />Z,,,Owlv� 'A' <br />...... <br />cly <br />FLU <br />AD ........ <br />Cb <br />10 <br />To the best of the Engineer's 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 7th Edition. 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