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3 <br />-o <br />m <br />rn <br />L0 <br />L0 <br />O <br />0 <br />0 <br />0 <br />0 <br />J <br />0 <br />0 <br />N I <br />z <br />m <br />O <br />LID <br />LID <br />0 <br />O <br />J <br />0 <br />O <br />I <br />LO <br />2 <br />0 <br />C <br />N <br />N <br />v <br />a <br />E <br />d <br />E <br />0 <br />s <br />v <br />C <br />J <br />ti <br />E2 <br />U <br />E <br />v <br />0 <br />a <br />U <br />a. <br />z <br />y <br />I <br />i <br />0 <br />•U <br />J <br />N <br />N <br />M <br />0 <br />6 <br />a- <br />N <br />N <br />CD <br />9 <br />ai <br />0 <br />0 <br />0 <br />z <br />w <br />v <br />cn <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 />v <br />I. 1 1::: <br />g-. 1......... <br />II 1 <br />WALL SHEATHING <br />STAPLES @ 6" O.C. VERT BETWEEN MAX n " "' I " • • ..... <br />16GAx1-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:—) OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS <br />(NOTED THUS:—) <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 />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0° <br />TANK -LESS W/H <br />H C G <br />O O O <br />6-0" a - <br />c� <br />_ o <br />STUB -OUT FOR O 1'-O" o o ire <br />GAS METER d <br />O <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'-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 />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 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 1.811.7 <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 />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />x / <br />1/8" gap / <br />x r' <br />/ <br />/ <br />FILL CELL STD. 900 HOOK BOND BEAM <br />w <br />Q STD. 90° CONCONT. #5 <br />BAR HOOK BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />v 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 />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />I <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. <br />2" <br />} Small gap 2" min. <br />max. � 4 max. <br />Q <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 />required when indicated or <br />g 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />DOUBLE JOIST CONNECTION <br />topflanguthcuts. <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 />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) �l <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam 0 <br />Boise Joist Blocking <br />Use 3" f10d) nails at 6" o.c. <br />Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth FEnd 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 />16" <br />2-8d <br />6-8d <br />BCI 60s® <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 />BC190s® <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />11 <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/(22) <br />NAILS T <br />5/8"0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />1.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />\AIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <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. kJoist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />WE t <br />�-� ❑ <br />ROUND HOLE MAY 6 " 6�CANTILEVER <br />DO NOT CUT HOLES <br />BE CUT ANYWHERE IN LARGER THAN 1 z" <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 />S <br />1'-u, <br />v4 <br />1 ' <br />1 z, <br />i 1' 3" <br />i'-3 <br />1'-r <br />1'-i v <br />2-4, <br />'-9r' <br />i 32" <br />3 <br />16'" joist <br />1 <br />1'-a, <br />1'-1" <br />1'-2' <br />1 " <br />V-3"' <br />T ' <br />2'-4' <br />2'-11'" <br />3`T'" <br />4-2' <br />4'- <br />'6'-4' <br />--- -- <br />16 <br />1' ," <br />.fir-1�" <br />11Z" <br />1,_ " <br />1 f <br />2-9- <br />3! Z' <br />3-10- <br />4' <br />67- <br />6-4" <br />21 <br />1'tY, <br />1,-t," <br />1'3" <br />1 '" <br />-[11" <br />3 '" <br />ice" <br />4'-1f3'" <br />6-�1" <br />f'-11.e <br />11, <br />�7-2' <br />J..24 <br />1,3. <br />1,_1", <br />1 2"1-3'" <br />2-" <br />3'-T`-9i" <br />5-1Qas <br />7-2"rr"" <br />" <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. 1Y2" 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 />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) -1 I I —III —III —I I — <br />Nail with 10-10d nails. =1 I 1=T=1 I =1 ��1 I I <br />Install tight to top flange. SLEEVE THRU STEM 4 <br />° . °.. <br />SEE PLAN FOR °• ° . • <br />FOUNDATION INFO ° a d ° <br />I° <br />STEM FOUNDATION <br />GRADE REINF. SEE PLAN <br />\ Filler block. <br />Nail with - <br />10-10d nails. <br />Backer block required where top a —�T� X. z <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />° I-III-i I I- <br />1 I I I_I <br />1/4%2" gap <br />1 <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 VO.6XJoist <br />required if hanger <br />flange is laterally supported by joist hadoesn't meet <br />height <br />0 requirements <br />o depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />r (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 />JOA <br />LOCATION OF <br />SECOND H10A <br />SIMPSON (WHEN <br />/1810d° REQUIRED) <br />w ( ) <br />NAILS <br />UPLIFT = 1TYPICAL 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 />r d d <br />I'lll�NI-11 <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />- d <br />I— I I -III —III —I <br />I�IlI, <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 />d <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />d <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 />d 4,1 ° <br />d <br />c d <br />® d <br />d <br />a <br />SEE FND. PLN. <br />01 SIZE & REINF. <br />�0 '.:. J <br />,} <br />3 C• <br />3 C <br />� C6 L- <br />`c `: ® U1 <br />CV <br />CV <br />0 <br />N <br />M <br />0 <br />a�vg':att�<ts���� M <br />LEo,,' <br />O�. <br />Jm <br />�•• STATE OF <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W c E 00 <br />Q m 8 N <br />0 coo <br />vN u_ <br />� J <br />co <br />Q �n00 a*`` w <br />M �r-- r`a LLw a <br />v a <br />Q ajrNi Y <br />cuU_u_ a W <br />0 o <br />103 <br />ii '� N CO 0 J <br />m <br />? W 0 � C, ¢ Co <br />co <br />a <br />Z Co N M Z rn O <br />LL <br />O U = N <br />z <br />z ❑ ❑ ❑ <br />Z N M <br />o <br />z � N <br />z o <br />J <br />a ir, <br />M <br />11i z a <br />_ o <br />/1 <br />w y <br />° <br />Vim• <br />U <br />Ow <br />o <br />N c y <br />U <br />LU <br />m <br />L � <br />U o N <br />Q <br />N <br />�� <br />o <br />w <br />Mm <br />¢ <br />z <br />14 <br />r-r- <br />i? E <br />O <br />E <br />20 <br />z o <br />< N <br />za <br />v <br />¢� <br />°< <br />f— r0 <br />— <br />x <br />< <br />° <br />O <br />° <br />O E <br />o <br />a o <br />wo <br />a z <br />rz <br />L <br />m <br />U)C <br />zs<O <br />O L <br />Nm <br />° , <br />Z <br />z <br />z <br />_ <br />_! <br />10 <br />< <br />g <br />m <br />11� <br />8 <br />zz <br />g° <br />a <br />U <br />ao <br />k <br />oz <br />=� <br />w� <br />>O <br />o <br />coaF <br />a <br /><< <br />°� <br />0 <br />L LO <br />m <br />�c� <br />F— <br />L <br />00 <br />O <br />=3CT <br />� <br />Y <br />O <br />U) <br />X1 <br />m <br />QI <br />O <br />N <br />O <br />� co <br />LO <br />ui <br />E <br />0 <br />o <br />z <br />m <br />z <br />v <br />E 0 <br />cc <br />v CU <br />EL <br />E .. -o a; <br />U Q o <br />_J <br />JOB NO: 22-02400 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />