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------------ <br />J— <br />`v <br />0 <br />LO <br />0 <br />N <br />I <br />O <br />O <br />CV <br />J <br />r- <br />LO <br />0 <br />0 <br />CV I <br />w <br />CD <br />0 <br />0 <br />I <br />r� <br />v <br />v <br />a- <br />0 <br />cV <br />C1t <br />J <br />rl- <br />cN <br />0 <br />t` <br />PM <br />0 <br />I <br />N <br />2 <br />v <br />v <br />a- <br />cn <br />0 <br />eT <br />c <br />Y <br />N <br />i <br />v <br />a <br />E <br />E <br />a <br />`v <br />c <br />J <br />E <br />0 <br />v <br />U <br />J <br />W <br />Li <br />M <br />O <br />v <br />0 <br />a <br />ti. <br />M <br />0 <br />ca <br />v <br />0 <br />c� <br />w <br />0 <br />M <br />m <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 />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:—) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />DOUBLE JOIST CONS <br />(Not required if both loa <br />Filler <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 LEAVING Ys" 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 L! 1 <br />HOME H C G <br />GARAGE SIDE O O O <br />5'-0" ¢ - <br />c� <br />STUB -OUT FOR 1'-0" 0 9 <br />10 <br />GAS METER O V ' <br />N z <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 />1 V-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 PSI LOADING <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7/8" <br />5000s 1.8/1.7 <br />wood panels <br />Two 314" wood panels or 2 x — <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2x _ + 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 112" <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 />wall or beam below.* <br />consideration. Check <br />local building <br />code for appropriate <br />1/16 <br />JL <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. Ise 3" (10d1 nails at 6" n r. <br />Provide adequate bearing <br />J 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 <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />DO NOT cut, notch 711 <br />or drill flanges <br />FILL CELL STD. 90° HOOK BOND BEAM <br />cn <br />w <br />STD. 90° CONT. #5 <br />BAR > HOOK BAR <br />CONT. <br />IOM <br />)UNDATION <br />HIGHEST <br />)ND 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 <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />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 /># OF 2nd FLOOR <br />Solid block all posts from <br />STUDS <br />above to bearing below. <br />SECTION ct INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" max <br />} Small gap 2" min. <br />4 max. <br />V <br />Clinch nails <br />when <br />possible l <br />Tight fit 7� <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 I Depth End Intermediate <br />® <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 />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 />- 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 />BE CUT ANYWHERE IN <br />I 16„^ A %" ROUND HOLE MAY <br />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 1Y2" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y2" <br />ROUNDIN <br />CANTILEVERS. <br />,,,, N... - <br />`� <br />. :. s <br />fin. <br />�_.. •r <br />� <br />- <br />8 <br />1'-9' <br />V-1„ <br />1' 2' <br />1' 2„ <br />1, 3` <br />11-3' 1'-7" <br />T-11" <br />24' <br />2'-9' <br />3 ' <br />3-7' <br />12 <br />T-a' <br />1 " <br />1' 2` <br />1' 2 . <br />T ' <br />T-9' 2-4" <br />2-11 " <br />37' <br />4-2' <br />4-9' <br />5 4' <br />Any 16' joist <br />Win T - -- <br />1 fir <br />1-0" <br />1- I,. <br />1 2. <br />1 2 . <br />1. 7' <br />2'-6' 3-2" <br />3-10" <br />*9' <br />S' 7" <br />&4' <br />7 2" <br />20 <br />T-0'` <br />1'_1,4 <br />1' Z, <br />1' 2. <br />2'-0'" <br />3—U. 4-9' <br />4'-10" <br />S'-11°" <br />6-11" <br />7'-11" <br />$'-11'. <br />_ _ <br />24 <br />T-9- <br />V-1,. <br />T 2" <br />T-3" <br />2-S' <br />3' 7" 4-9' <br />9-10" <br />7 2, <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 />1-When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Plumbing <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 />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />\Install tight to top flange. <br />Joist hanger <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 />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 />" <br />adepthh <br />i \I <br />I -JOISTS BUCKETS <br />N.T.S. <br />SIMPSC <br />w/ (22) - <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS T <br />R TRUSS <br />'OP PLATE <br />I.C. <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 />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEMS ° <br />SEE PLAN FOR °. ° . • • <br />FOUNDATION INFO Q d. d ° <br />STEM FOUNDATION <br />r GRADE r REINF. SEE PLAN <br />i-Vkl k1nHoc 4 t1vu <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" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />tl d d <br />r od: <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 />d/ da G <br />4Wa <br />Va <br />dLU <br />9 I L1 <br />o � o <br />:= ea Ca <br />�_=M <br />in C=0 <br />z as <br />E c <br />y � <br />E- <br />_IN M <br />r3 <br />M <br />CV <br />0 <br />CV <br />co <br />0 <br />^ r <br />-� <br />c,,.. <br />,fit <br />fit u ti i <br />i S <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />/ <br />8E S N <br />r <br />O N <br />O <br />•� W fin # LL lL <br />N <br />U2 m"L a LL i a <br />�22SS _ <br />LL 55 <br />Z <br />J 2 p <br />f6cNo ono <br />E No N cc m W O <br />to C rn ¢ z <br />W <br />Z <br />o X o w <br />Z 0 <br />M U 00 F= <br />o � <br />o00 <br />W <br />`D M <br />� N M <br />0 0 <br />z <br />v <br />r <br />to <br />M <br />z a <br />� <br />(D <br />� o <br />4-1 <br />(6 <br />w m <br />° <br />U <br />0 <br />w o <br />�N <br />7 <br />I <br />LU J <br />£ <br />8 <br />=O y <br />Of0 <br />° <br />°' <br />N m <br />o <br />W <br />M <br />J <br />Z ¢ <br />Z <br />Z <br />U_ <br />ca E <br />no <br /><i <br />b <br />❑a <br />F� 1C3 <br />— <br />? o <br />60 E <br />C , <br />ao <br />0, <br />Mz <br /><o <br />�J <br /><o <br />Cf.) M <br />4 <br />mo <br />0, <br />m <br />om <br /><z <br />� 3 <br />G W' <br />8< <br />Z <br />�° <br />C. <br />az <br />W <br />m <br />Q O <br />�Z <br />F - <br />S3 <br />H <br />cri <br />a F <br />O <br />O <br />>r <br />U <br />CIO <br />2 <br />ca <br />CV <br />� <br />^W+ <br />L <br />CV <br />co <br />L <br />r <br />N <br />r <br />N <br />Q <br />N <br />N <br />Cr <br />r <br />U <br />E <br />r <br />60 <br />� —�° <br />co <br />U <br />N <br />1--i <br />r <br />LO <br />f=— <br />O <br />�- <br />°Q <br />(.0 M <br />lin <br />0 <br />M <br />co <br />< r <br />r.0 <br />T— <br />E <br />cD <br />M <br />0: <br />T� <br />iri <br />Z <br />Z <br />E T <br />�' <br />E <br />ai <br />� <br />a <br />U -1 <br />Q 0 <br />� <br />JOB <br />NO : 23-03667-03672 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />