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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EF'ANDED METAL LATH ATTACH��IENT. <br />METAL LATH <br />"JAI L SF EATHING <br />1 1 2 l I! <br />�1 Lt <br />l ITS' T41 ..I �I <br />I I <br />16tSA. 1-1'+2" LONG (3/4"-1'" CROWN) <br />STAPLES (, 6"O.C. VERT BETWEEN I I M4)c t I l I j _ 6 ,Ax1-l12" LONG (3/41"-1 <br />STUDS (NOTE'D THUS:—)- OFw=SET I I I g l CROWN) STAPLES @w 6" <br />STAPLES BETWEEN STUDS AS SHOWN ... ....... _... _ 0,0, `PERT INTO STUDS <br />(NOTED THUS:—), <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09,24.21 SCALE: 114" = T-0° <br />"DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" <br />"ONLY APPLIES TO LENNAR T PA/JA,X*' <br />LATHING ACCESSORIES: <br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. <br />WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. <br />VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. <br />MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ <br />6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR <br />GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A <br />SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID <br />PORTION OF THE KEY ATTACHMENT FLANGE. <br />CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN <br />CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH <br />CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. <br />ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & <br />ASTM C1861. <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />STUB -OUT FOR -' <br />GAS METER O _ <br />O <br />N <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 />7-5" <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'-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 />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />c_' <br />J++ <br />15/32" CDX <br />+ <br />Backer and Filler Block Dimensions <br />BCI®Joist Backer Block <br />Series <br />Thickness Filler Block Thickness <br />3/4" or 7/8" <br />5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />6500s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 wood panels 2 x — + 5/8" or 3/4" wood panel <br />902.0 2 x — lumber Double 2 x — lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />r <br />1/8" gap ° <br />f <br /># 1j <br />FILL CELL <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />r <br />1/8" gap ° <br />f <br /># 1j <br />FILL CELL <br />STD. 90° HOOK BOND BEAM <br />U <br />w <br />- <br />Q STD. 90° <br />CONT. #5 <br />CONT. #5 HOOK <br />BAR <br />BAR <br />#5 CONT. <br />FROM <br />ON <br />TOUHIG HIGHEST <br />I <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 COLUMNAblock <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQSHEATHING <br />PER PLAN <br />COLUMN AND <br />CONNECTIONTJI <br />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 />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" <br />max. A 4 max. <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. 2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER <br />DOUBLE JOIST CONNECTION top irdsmouthe ofcuts. <br />- Birdsmouth cuts. 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 />1 <br />or--20 sinker <br />lateral load. <br />T <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 />Boise Joist Blocking <br />Use 3" 110d) nails at 6" o.c. <br />Q ' Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION @ INT. BRIG. WALL <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 />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 <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 />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />6„ A 1%" ROUND HOLE MAY 6. 6 DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" <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 1Y2" <br />Round Hole Diameter(in) <br />2 <br />3 <br />4 <br />5 <br />16 <br />7 <br />8> <br />8.875 <br />,10 <br />11 <br />12 <br />13 <br />R.eotan uter Hole Side (in) <br />2 <br />3 <br />C� <br />B <br />8 <br />9 <br />10 <br />Any 16" joist <br />Span (ft) <br />8 <br />V-0 <br />1-1 " <br />1 °-2" <br />1 `-2" <br />V-3" <br />1 " 3" <br />1'-7 <br />1 --1 11' <br />2'=4" <br />2,-9" <br />3,_2" <br />3 7„ <br />12 <br />V-0- <br />1'-1 <br />1 -2" <br />V-2" <br />V-3" <br />1 9" <br />2'-4°` <br />-2 11 <br />3'-7" <br />4'-2" <br />4'-9 <br />16 <br />1'-0" <br />V-1 <br />" <br />V-2" <br />V-7" <br />2 5 <br />3'- <br />-10 <br />4'-9" <br />5'-7" <br />6'-4 <br />' <br />20 <br />V-0" <br />1'-1 <br />1 2" <br />1'-2" <br />2'-0" <br />3-0' <br />4' <br />4-1 <br />5-11" <br />6'-11" <br />7'-11 <br />8 11 <br />24 <br />V0" <br />V-1" <br />V-2„ <br />V-3" <br />2'-5" <br />3,-7" <br />4,_0. <br />r='-10" <br />7'-2„ <br />8'-4 <br />9'-6" <br />10-19" <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. 1Y" 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 1)/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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />BCI 5000s® <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 />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 />6-8d <br />16" <br />2-8d <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 />11-7/ " <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 />3 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 HETA20 / <br />Plumbing HETAL20 INSTALLATION <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 />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />�_Jnstall tight to top flange. <br />A <br />v/ \ 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 />requirements <br />0.6 X Joist <br />o depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEMS ° <br />a <br />SEE PLAN FOR---'°• a .. <br />FOUNDATION INFO ' d <br />STEM FOUNDATION <br />GRADE <br />. a. <br />REINF. SEE PLAN <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 HETA20 / HETAL20 <br />INSTALLATION @ MID SPAN <br />40TE: <br />JPLIFT VALUE <br />S BASED ON <br />'). 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 />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE <br />4' Q..a is . <br />I II-I=jI I— 1II1I =;III,—�1II_Illl— • II II '• -1/11 I II aa.=�1 I, I-1 I MI I r <br />)E I I <br />IV <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 />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />z a .. <br />n <br />A Y <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 />a a <br />-----� - a.- -- 4G. d( .- <br />.d <br />II-1I1-1I1=1I ` a II-1I1=III: <br />11 <br />OCT 12 ��—�---tom. <br />SEE FND. PLN. <br />SIZE & REINF. <br />Virtual Review Assist. 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