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1 1, a.ii�.L WIDELJI �1.� - �IIfL — — —_ — --- _ -ilk . WS•l� <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />16GAx1-1\2" LONG (3/4%1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:-) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />A Filler blocking <br />1/8" gap <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. <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 <br />16GAx1-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". <br />O.C. VERT INTO STUDS <br />(NOTED THUS:-) DOUBLE JOIST CONNECTION <br />N.T.S. <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 />10'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE O O 0 <br />6-0" <br />STUB -OUT FOR O o ;� <br />GAS METER <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 />13'4" <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 />19'4" <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 />81-6" <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 />16 4" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />r*—IL <br />TOENACONNECTIONS 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 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 />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 pff 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 />consideration. Check <br />wall or beam below.* <br />local building <br />1/16 <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 />Boise Joist Blocking <br />I lse 3" Mnd1 nails at All n-r. <br />u/ Provide adequate bearing <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 90° HOOK BOND BEAM <br />SIMPSON MGT <br />w/ (22)10d <br />W � NAILS TYP. GIRDER TRUSS <br />Q STD. 90° CONT. #5 <br />BCONT. #5AR > HOOK :::] <br />�(�� BAR r 2X TOP PLATE <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 PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION 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 />L Solid block all # OF 2nd FLOOR <br />posts from STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. }Small gap ?" min. <br />2" max. 4 max. <br />Q <br />Clinch nails <br />when <br />possible <br />Tight fit (1 <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />L Series Depth End I Intermediate <br />® <br />BC15000s <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 />9-1/2" <br />BCI6000s® 11-7/8" <br />BCI6500sQ9 14" <br />i 16" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />2-8d <br />5-8d <br />2-8d <br />6-8d <br />BCI60s® <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-1 <br />5-8d <br />16" <br />2-8d <br />I 6-8d <br />BCI90s® <br />11-7/ " <br />3-16d <br />I 3-16d <br />14 <br />5-16d <br />I 5-16d <br />16" <br />6-16d <br />I 6-16d <br />- Hangers with side nailing. <br />- Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <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 />6A 1Y" ROUND HOLE MAY -� 6" 6" <br />BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" <br />DO NOT CUT HOLES <br />LARGER THAN 1Yz" <br />ROUND IN <br />CANTILEVERS. <br />Any 16" joist <br />Span (1) -_ <br />- <br />12 <br />1'-9 <br />1' 2'. <br />1' 2" <br />1'-3' <br />T-9r' <br />2'-4" <br />2'-11" <br />3' T' <br />4' 7 <br />4-9" <br />6-4" <br />16 <br />1'-0'' <br />R <br />1'2'• <br />1' 2" <br />1' T' <br />2'-5" <br />3'-2" <br />3'-10'. <br />4'Z' <br />S T' <br />6'-4' <br />T 2" <br />20 <br />1'-0" <br />1' Z' <br />1' 2" <br />2-9' <br />*_a: <br />4'-10" <br />5-11" <br />6'-11" <br />7'-11" <br />24 <br />1'-0 <br />1' 2' <br />1'-3°' <br />2�' <br />3' T' <br />4'-9f' <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 %" 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 />1-When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />5/81 <br />THRU <br />BOLT <br />2 X B.U.0 <br />SIMPSON MGT <br />W/ (22)10d <br />NAILS TYP. <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 />Plumbing META12 TSS INSTALLATION <br />Joist <br />kJoist can be offset <br />up to 3" to avoid <br />vertical plumbinge. <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Jc <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />\nstall tight to top flange. <br />y \ - Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install fight 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 />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 />0 requirements <br />o� 0.6 X Joist <br />p depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM-� <br />SEE PLAN FOR •. - d . • <br />FOUNDATION INFO .4 a <br />STEM FOUNDATION <br />GRADE <br />REINF. SEE PLAN <br />w�. k,nmoc •+ rv%, <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 />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0"- <br />CENTERED @ PIPE <br />PENETRATION <br />° <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />�Zl \ •a. • <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 />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />°a. c °v G <br />d <br />a / <br />r7 <br />c >_ <br />N a <br />W <br />N o <br />o <br />avtZo <br />C cc V N <br />—. M x <br />N R O L <br />Q r N Y <br />d d <br />E s c <br />d o..Q <br />io y a� w <br />� c o <br />� T <br />7 � <br />O <br />y fl- <br />C <br />R o <br />a u <br />0 <br />M <br />N <br />N <br />M <br />_o <br />M <br />o <br />L�9t���,' <br />E <br />v ��V• �•.0 s <br />No f'' - 73750 <br />� <br />•'1'�: <br />• <br />3/1 STr1 T E OF <br />.1LJ•••. •: j/ o <br />� P ° <br />. r- <br />% <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 <br />Code - <br />Residential 7th Edition. 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