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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH WALL SHEATHING <br />16GAx1-1\2" LONG (3/4"-1" CROWN) S' 1.' <br />STAPLES @ 6" O.C. VERT BETWEEN MAX �. I 16GAx1-1/2" LONG (3I4"-1" <br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" <br />7- <br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS <br />(NOTED THUS:—) <br />i <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" = 1 "-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* <br />**ONLY APPLIES TO LENNAR TPA/JAX** <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-011 <br />TANK -LESS W/H <br />H C G <br />O O 0 <br />5' <br />STUB -OUT FORLO <br />0 9 <br />GAS METER O '010 <br />� U <br />0 F <br />CV 0 <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-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 />6-1" <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'-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 />154" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />FT_IL <br />OENACONNECTIONS 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 />5000s 1.8/1.7 <br />3/4" or 7/8" <br />wood panels <br />Two 3/4" wood panels 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 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 1/211 <br />60 2.0 <br />wood panels <br />2 x _ + 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 k <br />1/8" gap <br />x <br />FILL CELL STD. 900 HOOK BOND BEAM <br />w <br />CONT. #5 > STD. 90' <br />HOOK <br />BAR <br />CONT. #5 <br />BAR <br />` <br />#5 CONT. <br />u <br />FROM <br />ON <br />TOUHIG 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 />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. BRG. WALL <br />N.T.S. <br />1/8" min. )Small gap 2" min. <br />2„ <br />max. � 4 max. <br />/71 <br />4� <br />Clinch nails <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 <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 LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <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 />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) I <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 />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall <br />Use 3" (10d) nails at 6" o.c. 7 Required on interior walls : - for vertical load transfer <br />Load bearing walls / when load bearing - for lateral support when joists <br />/ / meet over wall, or wall stacks directly over wall or <br />beam below <br />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 />En <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />w N.T.S. <br />Provide adequate bearing <br />for each lapped joist. Use 10dxY nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />10dnails 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 />Joist hanger <br />6,r A 1y2" ROUND HOLE MAY 611 611 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 />i <br />(y 1 0. �1-.+F,• <br />.}1 iy1! <br />.gam 2" <br />li1_3s <br />11 rys <br />I1-7 <br />11!-111" <br />24" <br />2'-g' <br />y 2' <br />3 7 <br />12 1'-41' 1'-,l," <br />1' Z' <br />1 2" <br />1'-3" <br />1' ' <br />24' <br />2'-'11," <br />31 �,. <br />4, Z' <br />4 ! <br />9-4' <br />Any 16" joist- <br />- <br />- Swan ! } - <br />16 11�„ 11_tl" <br />1' Z <br />112" <br />1' 7'" <br />2-.�, <br />3'-2'" <br />3-101, <br />4'-9'" <br />6-7" <br />-N <br />7 e , <br />20 1'-0'" 1'4' <br />I'_0 <br />1' 2'" <br />2'--0" <br />24 1' 1'-1" <br />1' z <br />1'-3'" <br />2-6'" <br />3 7 <br />4'-9' <br />5-10" <br />T 2" <br />S`-4" <br />9'-6" <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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series De th End Intermediate <br />BCI5000S <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 />�BCI6000s® <br />BCI 6500se <br />9-1/2" <br />_1 1-7/8" <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 />BCI90se <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/ (22) - <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPSC <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 />NIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) h `I! II I! II I III �_ —1 I I <br />Nail with 10-10d nails, — <br />Install tight to top flange. SLEEVE THRU STEM <br />�. °. <br />SEE PLAN FOR °. ° . • '. <br />FOUNDATION INFO a G ° <br />STEM FOUNDATION <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 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 />orequirements <br />0.6 X Joist <br />p T/depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE REINF. SEE PLAN <br />1 <br />d <br />(I lii11011 1i11I'—TTl <br />rd ° <br />H— • v A:- <br />r <br />I (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 />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 />I; illlji��Tl�� 44. <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4 ° <br />° 4 <br />•—IIII1I -�II <br />`--- SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @PIPE PLUMBING LINE <br />PENETRATION <br />° ® a <br />° d <br />• 'Q .d d <br />\ . ° • <br />d <br />A <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 />°. Fl— <br />A <br />d d°. a ea G <br />_ a _ _ <br />d I (I <br />° d <br />SEE FND. PLN. <br />SIZE & REINF. <br />C <br />_o <br />W <br />2= <br />CL r <br />C C,I., <br />�"-CtCu <br />d <br />»5 <br />M <br />o.12 <br />a3'9 Qy <br />.J <br />- <br />s..pl.�Rfi'tt�� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />tW- o E <br />aft 0 <br />M V <br />0 <br />5 6 .0o <br />Lo `° <br />.mow 5 J <br />(`N') <br />Q C J <br />LL W <br />'n JLL_ o <br />`- d <br />Y <br />(6 <br />Z W C <br />L;E9 <br />w o <br />Ca N M o <br />W <br />05 m w <br />Ci <br />LL LL Z LO NZ a <br />J0. <br />;^ N <br />V <br />do <br />z v U) <br />W pEl <br />v M .'n-- <br />(D <br />= N 10 — <br />0 00 <br />z N <br />� o � <br />� <br />J <br />N <br />Ln z <br />C� o <br />u- <br />4-1 <br />C13 W M <br />� <br />U <br />0 L o <br />Ln <br />1„ <br />U O y <br />C M <br />Q <br />_® <br />O <br />N O <br />r, <br />,= <br />W <br />M <br />M <br />U_ <br />y <br />Q <br />Z <br />Z <br />Q <br />U_ <br />E <br />n <br />E <br />1z❑" <br />U <br />O E <br />a F <br />p Q <br />`� <br />�o <br />¢oZ <br />Ww <br />�� <br />C!J @ <br />z <br />ao <br />W� <br />m O <br />z <br />m J <br />.10, <br />¢� <br />2z <br />Z <br />5Z <br />�n <br />T <br />a <br />NW <br />W <br />m <br />j� <br />~~ <br />QZ <br />JW <br />=� <br />Uti <br />M <br />-4-zl< <br />a <br />1 � <br />rn <br />m <br />m <br />0 <br />^' <br />CID coi <br />N <br />CD <br />^ <br />Q <br />�G C0 <br />O <br />Cn m <br />N <br />Lii <br />0 7 <br />co <br />C) <br />M <br />O <br />'t 0 <br />L J <br />N <br />CNI <br />Q M N <br />-- <br />E <br />E <br />M T <br />c <br />o <br />z <br />ICU0 <br />z <br />7 fA T <br />E N N <br />°' <br />a <br />E . a <br />ci � ¢ o <br />c <br />°�' <br />JOB <br />NO : 23-00504 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />- -- <br />:1 i II,I. ���... �., I .. ,, ..Ih '. LI ;LI, Ip.I:J,.�li: ikld, fJl II .-:J ,id.-. �. i. 1}i, I .i�, _- �� - - -- -- - _ I11 1 — - - FJi -mil IFTT--- <br />