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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH WALL SHEATHING <br />I <br />I I ..................I. <br />:::::I .f l:..................1. <br />I� ::::::::' <br />.X..I. I . <br />I <br />..: l . lL......: <br />:.lam... <br />IL <br />:: :: :::: :: <br />16GAx1-1\2LONG (3/4" ROW <br />. <br />'.... <br />I L MAX.. <br />::..... . <br />: .... <br />►1{. ::::::::::::::1..::: <br />I l I <br />LONG <br />STAPLES @ 6" O.C. VERT BETWEEN <br />... <br />.l ... .:l <br />16GAx1-1/2" (3/4"-1" <br />STUDS (NOTED THUS:—) - OFFSET <br />I I <br />I I I I <br />CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN <br />O.C. VERT INTO STUDS <br />i <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 />10'-011 <br />TANK -LESS W/H <br />CORNER OF L� <br />HOME H C G <br />GARAGE SIDE 00 O <br />5'-0.1 Q - <br />STUB -OUT FOR 1'_0" o - <br />GAS METER 0 o <br />� U <br />O <br />N oz <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 />T-Y <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'-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 />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'-V <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 />11'-0" <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 />BCI®Joist <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 anels or 2 x <br />p <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 314" 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 />90 2.0 <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 />r <br />FILL CELL STD. 90° HOOK BOND BEAM <br />11 <br />rn <br />w <br />a STD. 90° CONT. #5 <br />BAR HOOK BAR <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 />O <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 />i <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 />) Small gap <br />2" <br />max. 4 max. <br />G <br />Clinch nails I <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 J <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. <br />g required when indicated or 4" max. <br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. <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 />require additional <br />wall or beam below.* <br />consideration. Check <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 />Squash 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" (10d) nails at 6" o.c. <br />Load bearing walls <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />BCI5000s® <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- d <br />BCI 6000s® <br />BCI6500s® <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 />BCI60s® <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 />BCI90s® <br />3-16d <br />3-16d <br />�11-7/8" <br />14" <br />5-16d <br />5-16d <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 Plumbing <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or J <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 />1 3/4" 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 />j, �"/ Provide adequate bearing <br />J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />Odnails SECTION @ INT. BRG. WALL require additional consideration.— <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />C <br />6- A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" <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 1Yz" <br />'R <br />Any 1 foist <br />Span (It) _ _ _ <br />8 <br />1-0 " <br />1'_i "" <br />1' Z' <br />1-2":. <br />V 3' <br />4 �-3 ' <br />V -7 <br />,1.-41,° <br />24" <br />2-9' <br />3.-2' <br />3� 7 <br />12 <br />T-0` <br />T-1," <br />1' 2"° <br />1' 2" <br />1'-3i" <br />1'-9' <br />2,4i. <br />2'-11 " <br />3' 7," <br />4' Z' <br />4,-0,• <br />94' <br />16 <br />11-01, <br />1' 1 " <br />1' 2" <br />1, 2" <br />1' 7 <br />2 6' <br />3 2 <br />3'-10 " <br />4-9' <br />S'-7 <br />D'-4' <br />Z 2' <br />20 <br />1'-0'" <br />1'-1 " <br />T 2'" <br />1' 2" <br />2'-0' <br />3'-0" <br />4-0" <br />4'-10" <br />5'-11'" <br />0'-1 T' <br />7'-I T' <br />8'-11'° <br />24 <br />T-0" <br />V-1 ' <br />1' �'" <br />1'-3'° <br />2'-6' <br />3'-7" <br />4-9" <br />5'-10"" <br />7'-2' <br />&4' <br />9-�'° <br />10- <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. 1�" 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 />Jo <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 />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 />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) __I I 1—I i I®I 1i <br />1-11 I= <br />Nail with 10- 10d nails. <br />—1 1-1! 1 <br />Install tight to top flange. SLEEVE THRU STEM a ° <br />SEE PLAN FOR °. • a . <br />FOUNDATION INFO °' ° <br />I I <br />III STEM FOUNDATION <br />Filler block. GRADE REINF. SEE PLAN <br />\ <br />Nail with <br />10-10d nails. <br />Backer block required where top a ° <br />mount hanger load exceeds 250 lbs. d -41 I i I I I I } 111 <br />Install tight to top flange. <br />III.III. d I!!—I <br />1/4"-2" gap <br />i <br />� I <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 />eb 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 />\ I <br />t " �0.6 X Joist <br />depth <br />I I <br />I —JOISTS BUCKETS <br />N.T.S. <br />i_ <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 />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)10d x 1 1/2" ° REQUIRED) <br />NAILS <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 />4 d <br />E 1I M1IM1 <br />I�III�IIII� a <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° d <br />° 4 d° �illlll� <br />�— SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PIPE <br />PENETRATION <br />d ° <br />PVC OR SCH40 SLEEVE <br />r-PLUMBING LINE <br />4 <br />° / <br />d° <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 <br />d. a ea G <br />d <br />I- <br />'' I=1 I I— � —I I 1=►'' <br />ill— - <br />SEE FND. PLN. <br />SIZE & REINF. <br />e•9 <br />c.i <br />U-) <br />v <br />o <br />°'o= <br />.�Es= <br />� 3 0 <br />ace•`—' T <br />= E <br />� o <br />0 <br />�%�t9BP((Ii44SFi,��: <br />0, ®la.. <br />rY <br />f g`�; <br />w <br />UJ <br />s <br />F 'L t <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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