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3 <br />J <br />m <br />L <br />0 <br />C <br />Q <br />0 <br />O <br />J <br />00 <br />N <br />0 <br />I <br />i <br />J <br />rn <br />LO <br />Ln <br />v <br />rn <br />0 <br />.n <br />0 <br />0 <br />J <br />00 <br />CV <br />0 <br />I <br />i <br />LO <br />v <br />N <br />O <br />2 <br />v+ <br />c <br />O <br />O <br />a <br />FE <br />CID <br />Cn <br />x <br />0 <br />c <br />N <br />i <br />a: <br />C1 <br />v <br />9 <br />t <br />M <br />0 <br />LO <br />0 <br />0 <br />LLO <br />0tz <br />U <br />W <br />0 <br />Q <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />16GAx1-1\2" LONG (3/4"-1" CROWN) 8.:.. . <br />STAPLES @ 6" O.C. VERT BETWEEN MAXI I .{ 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 />j (NOTED THUS:—) <br />I <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 O <br />5'-0" Q <br />STUB -OUT FOR 1'-O" 0 _ <br />LO <br />GAS METER O o <br />d- U <br />O � <br />N Oz <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'-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 />154" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />=TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />RN 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 1.8/1.7 <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 />2x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />+ <br />Filler blocking <br />1/8" gap <br />+ N1 <br />FILL CELLS STD. 90° HOOK BOND BEAM <br />11 SIMPSON MGT <br />w/(22)10d <br />w NAILS TYP. GIRDER TRUSS <br />j STD. 90° CONT. #5 <br />BAR <br />CONT.#5 I HOOK 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 />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 />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 STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8 min. <br />} Small 2" min. <br />2" max <br />gap <br />4 max. <br />y <br />A <br />Clinch nails <br />when <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />ht __ 7 <br />2) Block solid between joists for full length of span. Ti <br />g 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 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 %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />DOUBLE JOIST CONNECTION top flange <br />uthcutjoist. <br />. <br />Birdsmouth cuts. N.T.S. <br />N.T.S. Under 2nd floor column w/ loads <br />higher than 1 fnnih <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 pif 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 1 Old 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 />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" (10d) 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 />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <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 />Depth End Intermediate <br />_Series <br />BCI5000sR <br />9-1/2"' <br />2-8d <br />. 2-8d <br />114" <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 />518"0 <br />THRU <br />BOLT <br />I.0 <br />SIMPSC <br />w/ (22) - <br />NAILS 1 <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 />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. I Joist 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 />mm t <br />C11 <br />6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <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 1)/2' <br />Any 16" joist - <br />Span (it) -- <br />8 <br />1'-0" <br />V-1;" <br />1,_2,. <br />1 2'" <br />'t 3' <br />T-3' <br />V-7' <br />.1'_11" <br />2-4' <br />2-9':3-2' <br />T, <br />12 <br />1,47' <br />1,-1," <br />1, 0 <br />1 _2" <br />1,_3' <br />1,-g. <br />2-4. <br />2_11," <br />3-7" <br />42' <br />4'4" <br />64' <br />16 <br />1-40,,. <br />1,_1," <br />1' 2," <br />1 2" <br />1' 7" <br />2-6' <br />3'-2" <br />3l-10" <br />4-9' <br />5 7'" <br />6-4' <br />7 0 <br />20 <br />1'40'° <br />1'-1. <br />1' 2 <br />1 2,. <br />2-9' <br />34Y' <br />4'-0" <br />4'-10 " <br />6'-11„ <br />B'-11'° <br />7'-11" <br />8'-111" <br />24 <br />1'•-a <br />1'-1" <br />T-2'" <br />T-3°" <br />2-6' <br />3'-7' <br />4-9' <br />6-10 " <br />7 7- <br />8,-,. <br />9-6- <br />16,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. %" 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 />A <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />o00 <br />FINISH GRADE <br />Backer block (12" wide min.) : I ! EI II I II I III I !I_LLI i III_ _Tl i <br />Nail with 10-10d nails. �I i <br />Install tight to top flange. ° <br />SLEEVE THRU STEM 4 <br />SEE PLAN FOR °• a • .; •, ° <br />FOUNDATION INFO ° d <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 />I <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 1l4"-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 />l 0.6 X Joist <br />p depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />a <br />r—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 META12 / META12 TSS <br />INSTALLATION @ MID SPAN <br />° ° <br />SIMPSON H10A ° <br />w/ (18) 10d x 1 1/2" ° <br />NAILS <br />UPLIFT = 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />REQUIRED) <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />PENETRATION <br />t o a <br />d o a <br />I <br />1-- 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 />/ rPLUMBING LINE <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 />FF <br />G G L <br />d °° <br />a I <br />' -i l ii 1 l lel a d °I- <br />I —I s <br />-III,�I q <br />'I d I' <br />a <br />SEE FND. PLN. <br />01 SIZE & REINF. <br />e" <br />N <br />N <br />o <br />® <br />d <br />aC- CD <br />—�a!t <br />ev o <br />9 <br />N y � <br />d <br />=E�c <br />� c o <br />� <br />T <br />g ' <br />H c <br />c � <br />o <br />d � <br />0 <br />r , <br />_ a e a •\-• <br />1^1y <br />eq",. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residentiai 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />g � rwi rrf <br />of <br />8. N*- <br />IN <br />N rn rn <br />v C5� # <br />LL <br />e � H a,No- "a LU <br />M ° <br />co v I ul <br />t3 U ILL o <br />3: co Z <br />J <br />;. .1 Z .2 m `r O o <br />0 O <br />w <br />?.� m <br />02 m <br />W Q <br />w <br />$LL � d o <br />CNI <br />U <br />❑I�❑ <br />� z Q <br />c k}rA hxi W <br />c� M <br />0 <br />� N <br />a) z o � <br />- <br />Q <br />J <br />M <br />N z <br />o <br />� � - <br />w <br />° <br />U <br />u, o <br />0W_ L/) <br />y <br />U <br />L <br />U O <br />Q o <br />° <br />N 01 <br />o <br />w <br />Q <br />J <br />- <br />z <br />LL <br />E <br />O <br />cu <br />w ¢ <br />o� <br />zo <br />?o <br />F— (g <br />— <br />X� <br />UO <br />�U <br />Q E <br />oQ <br />S< <br />�z <br />o <br />¢o <br />m0 <br />z <br />m J <br />Nm <br />aw <br />¢ <br />�z <br />< 0 <br />oLL <br />az <br />W <br />m <br /><2 <br />w <br />= H <br />O <br />4- <br />wF <br />0 <br />a0 <br />° <br />O <br />J <br />�/� <br />L J <br />LO <br />o rn <br />E2 <br />Q <br />cc <br />N <br />O <br />N <br />= <br />O <br />T <br />(� o IL <br />N <br />m c� <br />L0 <br />r <br />,�,,r co <br />¢I <br />p U) <br />04 <br />o <br />co 04 <br />m <br />r <br />'�^ <br />L <br />LID CY) <br />T <br />Q CEOLO <br />T' <br />CO <br />o <br />z <br />f0 <br />z <br />7 O N <br />E <br />`o <br />a_ <br />E -8 2 <br />o <br />U _JQ <br />JOB <br />NO : 23-06128 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />- --T-T_TIr i- I - -- --_F_ II -, - - <br />