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rn <br />3 <br />m <br />LO <br />LO <br />e <br />to <br />0 <br />C) <br />0 <br />J <br />LO <br />0 <br />I <br />N <br />i <br />m <br />LO <br />v <br />cnCr <br />0 <br />to <br />0 <br />J <br />LO <br />0 <br />I <br />N <br />Ln <br />o- <br />0 <br />i <br />c <br />1.0 <br />a <br />N <br />N <br />ii <br />FT <br />N <br />E <br />0 <br />s <br />a_ <br />v <br />c <br />ccu <br />i' <br />d <br />0 <br />0 <br />J <br />a� <br />T <br />M <br />0 <br />0 <br />O <br />ii <br />N <br />10 <br />v <br />a <br />LA <br />C-D <br />z <br />0 <br />CD <br />v <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 />c <br />GA <br />WALL SHEATHING <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap / <br />x / <br />x ,z <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 1 Od 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 LEAVING %" 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 />• 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 />1U-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 />F-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 />1IT-O" <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />16 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 />BCIOJoist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" orp <br />5000s 1.8/1.7 <br />nel <br />wood panels <br />Two 3/4" wood panels or 2 x — <br />1-1/8" or two 1/2" <br />6000s 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 />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 />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 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 />consideration. Check <br />wall or beam below.* <br />local building <br />1/16 <br />code for appropriate <br />Zor=20 <br />details in <br />One 10d box <br />areas=20 of high <br />sinker <br />lateral load. <br />4 <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 />Use 3" (1 Od) nails at 6" o.c. <br />� Provide adequate bearing <br />for each lapped joist. <br />Od nails 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 />FILL CELL STD. 90° HOOK BOND BEAM <br />U) <br />w <br />CONSTD.90° #5 <br />CONT. #5 <br />BAR <br />BAR <br />HOOK BAR <br />' IF <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 PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D 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 />Solid block all posts from # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min.) Small gap 2" min. <br />2" max <br />4 max. <br />4 <br />Clinch nails <br />when <br />possible <br />Tight fit a (� <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series De th I End Intermediate <br />BCI 5000s® <br />9-112" <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 />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 />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />- Hangers with side nailing. <br />-Hangerswithsidesnotcontaining 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 />6"" A 1%" 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 <br />DO NOT CUT HOLES <br />LARGER THAN 1%" <br />ROUND IN <br />CANTILEVERS. <br />8 <br />T Y' <br />.gi-111 " <br />TL' <br />/' 2" <br />V-3' <br />E'-J <br />F'-d ' <br />F'- 1 " <br />2�4' <br />sy c <br />3-2' <br />3 7' <br />.. __ <br />Any 16' joist ...._ _ .. <br />Sp'a-(- ----- .._ <br />12 <br />1'-t3' <br />T-1" <br />T-2' <br />1 2" <br />1' 3' <br />T ' <br />2'-4' <br />2-11 " <br />3 7" <br />4-2' <br />-9' <br />64' <br />16 <br />1'-L3" <br />1'-1„ <br />1 2. <br />1, 2" <br />1'_T' <br />-F <br />32•' <br />3-10" <br />4-9" <br />6-7' <br />6 4" <br />7 2' <br />20 <br />1AY' <br />V-1'" <br />T-2' <br />T-2" <br />z -0" <br />34Y* <br />4'-t7" <br />4'-10" <br />6'-11" <br />6'-11'" <br />7'-11" <br />S'-11" <br />-, ___ <br />. <br />24 <br />1'4Y' <br />1'-1" <br />1' 2' <br />1'-3- <br />2'-u" <br />3` -r <br />4'-g, <br />6' 10'" <br />T z' <br />S`-4° <br />"' <br />iu-g, <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 Z" 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 />FWhen joists meet over wail, provide <br />1 3/4" minimum bearing for each. <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) ' <br />NAILS 1 <br />R TRUSS <br />OP PLATE <br />�.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 />Plumbing META12 TSS INSTALLATION <br />Joist <br />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 />Jc <br />Backer block (12" wide min.) <br />Nail with 10-1 Od nails. <br />\nstall tight to top flange. <br />\ Filler block. <br />Nail with <br />10-1Od 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 stiff ner 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 />p depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />° jA- <br />9FM 0 <br />0 <br />FINISH GRADE <br />SLEEVE THRU STEM-/ ° <br />° <br />SEE PLAN FOR--'°• a . • • ° ° <br />FOUNDATION INFO a' <br />STEM FOUNDATION <br />GRADE REINF. SEE PLAN <br />A 41 <br />n <br />—I,;,lIIf IIf <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" v <br />CENTERED @ PIPE 110 <br />PENETRATION <br />I a � <br />4 <br />I i 1=1 i=1 I a s <br />I ;,IIh <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4 <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) 95's x 4'-0"— <br />CENTERED @ PIPE <br />PENETRATION <br />n <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />CD��• a,.• <br />4 <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 <br />a a as n as G <br />4 _ <br />—� <br />-I I ICI I II I I� a a a a a d <br />-III,�I Q I�,II►- <br />SEE FND. PLN. <br />SIZE & REINF. <br />1 <br />0 <br />® o <br />07 o <br />a <br />Ca <br />Ca. +- <br />Cm.h <br />V N <br />w <br />o. <br />a. Z <br />*J CL .= <br />y a-t� <br />= E <br />m <br />o <br />0- v <br />n <br />M <br />0 <br />N <br />co <br />CV <br />0, <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 />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />F o E <br />a <br />o <br />vd °'�ti <br />co 0 N W <br />O 0- <br />� <br />M 10 <br />w��� <br />0 ej CM) 33 u <br />J�U_ 3 a <br />W <br />Z mC "� <br />r- o <br />i <br />� @ cy co <br />W ;,. <br />u° T m <br />z ccM <br />Q J <br />Z <br />N <br />00 <br />Z <br />V 0 <br />Cn <br />W 00 <br />,a <br />V M Lp <br />z N M <br />0 0 <br />z <br />z o <br />-J <br />E3 <br />M <br />N z a <br />(D o <br />Cn <br />`� <br />'� �• <br />U <br />O LlJ g <br />tales <br />V) w <br />U <br />LL <br />- <br />'— <br />c� ) <br />C � <br />° <br />00 <br />o <br />� <br />- � <br />zwz <br />Q <br />LL_ <br />1—(C <br />z o <br />> N <br />®�zo_ <br />zowoW� <br />4 <br />8E <br />� <br />awzo <br />n0W <br />G0co < <br />�p <br />E <br />�,�0<o <br />z <br />= <br />C!) 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