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01 <br />LO <br />LO <br />C�4 <br />LO <br />LO <br />0 <br />CN <br />C> <br />11 <br />LO <br />t2 <br />U'> <br />CD <br />I <br />Ln <br />C'sl <br />r- <br />LO <br />LO <br />LO <br />C> <br />C�4 <br />LO <br />�2 <br />LO <br />V) <br />> <br />10 <br />E <br />1.2 <br />W <br />W <br />E <br />9 <br />-2 <br />C11.1 <br />C> <br />C14 <br />LO <br />45 <br />-15 <br />im <br />16 <br />CL <br />C14 <br />C> <br />LO <br />h; <br />16 <br />UJ <br />F <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />.... <br />........ .... . ... <br />...... � r..S� <br />- ------- <br />............ I ..... I - <br />. ........ <br />. . I .... <br />. ..... . . ........... �. X: - <br />ro <br />. ....... <br />....... ............ .... <br />16GAX1-1\2" LONG (3/4"-1" CROWN) - <br />7M. ... ... . .......... t <br />STAPLES @ 6" O.C. VERT BETWEEN AX..f. ......... 16GAxl-1/2" LONG (3/4"-1" <br />V <br />STUDS (NOTED THUS:-) - OFFSET ROWN) STAPLES@ 6" <br />C: <br />O.C. VERT INTO STUDS <br />STAPLES BETWEEN STUDS AS SHOWN V I <br />(N <br />OTED THUS:-) <br />V <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 />N. <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 000 V <br />STUB -OUT FOR <br />0. 51-011 < <br />'0 <br />U-) <br />L =9 <br />0 <br />GAS METER 0 <br />9 <br />0 <br />0 MEASUREMENTS ARE FROM FINISHED FLOOR <br />0 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 COUN' <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 TOE NAILS <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" 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'-l" <br />(2) 16d TOENAILS <br />2" X 6" @ 24" 0. C. <br />8'-6 <br />(2) 16d TOENAILS <br />2" X 8" @ 24" O.C. <br />111-01, <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 />1514" <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 />BCI8Joist <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 />uJ <br />IX <br />CONT. #5 STD. 90' <br />BAR HOOK <br />STD. 90' HOOK <br />BOND BEAM <br />SIMPSC <br />t <br />wl (22) <br />NAILS I <br />7s- <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 <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 />i <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />'44" <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 />L <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. 2" min. <br />2" max Small gap <br />" <br />. <br />max. <br />A <br />7 <br />Clinch nails <br />when <br />V <br />possible <br />/ / <br />1 <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />Tigh <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. t fit <br />2x4/Pl <br />wood/OSB web stiffener 2" min. <br />4) Place joists together and nailfrom each sidewith2 rowsof 10d nails required when indicated or 4" max, <br />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 LEAVINGY8" GAP @TOP sides by 6". - Hangers with sides not containing <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. higher than 15001b <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 />L' <br />*Non -stacking walls <br />over squash=20 blocks and <br />0' <br />re quire additional <br />wall or beam below.* <br />k <br />consideration. Check <br />local building <br />code for appropriate. <br />details in <br />4 <br />One 1 Od box <br />z <br />areas=20 of high <br />6 <br />or=21 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 />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 />Vertical load transfer =1 900 plf max. along bearing wall <br />Boise Joist Blocking <br />Use 3" (1 Od) nails at 6" o c Required on interior walls for vertical load transfer <br />Load bearing walls when load bearing - for lateral support when joists <br />2 <br />meet over wall, or wall stacks directly over wall or <br />71 <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series I Depth I End I Intermediate <br />BC1 50OOsP <br />9-1/2" <br />� 2-8d <br />I 2-8d <br />11-7/8"� <br />2-8d <br />I 3-8d <br />14" <br />1 2-8d <br />1 5-8d <br />(RD <br />BCI 6000s <br />BCI 6500s@ <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 />BC1 60sY <br />1-718" <br />2-8d <br />3-8d <br />14" <br />2-.8d <br />5-8d <br />16 <br />2-8d <br />6-8d <br />BCI 90sw <br />11 -7/R" <br />3-16d, <br />3-16d <br />14" <br />5-16d <br />5-16d <br />" <br />d <br />6-16d <br />SIMPS( <br />w/ (22) <br />NAILS I <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 />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 <br />Plumbing <br />META12 TSS INSTALLATION <br />1111� <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 />'oc' <br />he <br />, <br />13/4" minimum bearing for each. I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />E <br />3" max <br />JOISTS OFFSET <br />Provide adequate bearing <br />for each lapped joist. <br />Use 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />Od nails <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D <br />(KNOCKOUT EXEMPTS) <br />(see table, below) D <br />(see table below) <br />A ROUND HOLE MAY DO NOT C T HOLES <br />6" 6" 6" <br />BE CUT ANYWHERE IN <br />CANTILEVER LARGER THAN 1Y2" <br />THE WEB. PROVIDE AT 67 -ZLIND 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 1Y2" <br />A ft <br />Any 16, joist <br />Span (ft) <br />I <br />V­a' <br />I �-1 " <br />T-2' <br />I �-Z' 1 �-3' <br />1 �-3* <br />1 �-T' <br />I �A I " <br />24" <br />2-9' <br />3-2' <br />3 -7' <br />�_2 <br />1-a� <br />1 �-1 " <br />1 '-Z' <br />1 �-2" 1 �-3' <br />1'-9' <br />2-4!' <br />Z-1 I " <br />3�-7' <br />4!-,-' <br />4�-9' <br />94, <br />16 <br />1'4Y' <br />1. <br />TA <br />T-Z' <br />1!-2" V-7* <br />Z-jS' <br />3-2' <br />3-10" <br />4-9" <br />6-7 <br />6-4' <br />7 -0 <br />20 <br />1 -a, <br />1,-Z: <br />1�-2" 2�-17' <br />3AY' <br />4-iY' <br />1 4-10" <br />16-11" <br />16-11" <br />7' 1 T' <br />8' 11" <br />24 <br />I'-U' <br />T-11" <br />T-2 <br />i V-3" 2-6' <br />3�-7' <br />4�-9' <br />1 6-10"17-2 <br />. <br />I & -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 li/2" 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 />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />t�g 4: <br />am 11 i <br />_0 <br />Backer block (12" wide min.) <br />Nail with 10- 1 Od nails. <br />nstall tight to top flange, 7­14. —.. <br />ht to top fle <br />N1nstaIltig, <br />SLEEVE THRU STEM <br />SEE PLAN FOR *4 <br />FOUNDATION INFO <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 />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 stiff ner 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 />T depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />STEM FOUNDATION <br />GRADE <br />/-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 />INSTALLATION @ MID SPAN <br />SIMPSON I <br />w/ (18) 1 Od <br />NAILS <br />UPLIFT= T <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PI�E <br />PENETRATION� <br />12" BELOW <br />GRADE <br />Cd <br />'a <br />I - <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />REQUIRED) <br />- PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4 <br />4 <br />I­ <br />SEE FND. PLN. <br />SIZE & REINF. <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 />r- <br />< <br />SEE FND. PLN. <br />SIZE & REINF. <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 4 <br />4 <br />SEE FND. PLN. <br />SIZE & REINF. <br />C <br />ie <br />LO <br />Cz <br />C= <br />CL <br />C-1 <br />C= <br />C%q <br />-T <br />M <br />P- 0 11,AV <br />A%, <br />-) q <br />ZZ K:;C <br />ys <br />A- <br />J <br />U, <br />4z_ <br />r'� !A&> <br />C, <br />P I �;p <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 Florida Building Code - <br />Residential <br />7th Edition. 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