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3 <br />w <br />I <br />s <br />J <br />C) <br />N <br />0 <br />0 <br />d <br />0 <br />J <br />0 <br />I <br />v <br />C <br />Cr <br />0 <br />rn <br />c <br />3 <br />N <br />0 <br />i <br />a <br />E <br />FE <br />E <br />0 <br />v <br />c <br />G <br />9 <br />co <br />17 <br />0 <br />U <br />0 <br />0 <br />vl <br />v <br />0 <br />i <br />U <br />i <br />z <br />I <br />i <br />c <br />0 <br />U <br />ti <br />N <br />N <br />M <br />0 <br />0 <br />a <br />N <br />N <br />M <br />M <br />Cn <br />z <br />W <br />m <br />,o <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />��'� <br />{ 1........... <br />16GAx1-1\2" LONG (3/4"-1" CROWN) <br />.:..........: ]::: <br />1 MAX. �.4.:':':':':':::'::':::':.:. 16GAx1-1/2" LONG 3/4"-111 <br />STAPLES @ 6 O.C. VERT BETWEEN �:..�..........�...................I............. <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 />10'-011 <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 00 O <br />5'-011 <br />STUB -OUT FOR O o ;n <br />GAS METER <br />CV a: <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'-81, <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 anels or 2 x _ <br />P <br />1-1/8" or two 1/2" <br />6000s 1.$/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 />2 x + 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 />1/8" gap —I <br />FILL CELL <br />U) <br />W <br />CONT. #5 > STD. 900 <br />BAR HOOK <br />:� l�k J <br />STD. 90' HOOK <br />BOND BEAM <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/8" 0 <br />THRU <br />BOLT <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 REQAblock <br />PLYWOOD FLOOR <br />COLUMN ANDSHEATHING <br />PER PLAN <br />CONNECTIONTJI <br />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 />STUDS <br />above to bearing below. <br />SECTION �a INT. BRG. WALL <br />N.T.S. <br />1/8" min.) Small gap 2°min. <br />2" max <br />• � 4 max. <br />Clinch na <br />when <br />possible <br />Q <br />ils <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. 2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 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 />uthcutst. <br />- Birdsmouth cuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than 1 Rnnlh <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) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam 0 <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 />I NP T' I10d1 nails at 6" o.c. <br />Provide adequate bearing <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />1 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 ails ; for vertical load transfer <br />when load bearing -or 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 End Intermediate <br />BC15000s® <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 />BCI6000s® <br />BCl6500sw <br />9-112" <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 />SIMPSC <br />w/ (22) ' <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />LC <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 />It <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 />6A 1Y2" ROUND HOLE MAY 611 61 DO NOT CUT HOLES <br />BE CUT ANY IN CANTILEVER LARGER THAN 1Yz" <br />THE WEB. PROVIDE AT OUND 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 />Arvy 1U' jo st 11 1 1 ' 11, " 111'- ° 1 V 2�" 1'. T T-9- I �' �I �=� t° 13' 7,° 14-2: 1 4-g° I S-4. <br />S (R) 16 11-ire 1t 1u 1121 1. �'. 1-7"' 2-T 3-21 3'-1C)" 44. 6-7 <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 />Jc <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />V ••$ � 1 <br />Backer block (12" wide min.) : I I ITI I ITI I ICI I I I = —I <br />Nail with 10- 10d nails. I - - <br />Install tight to top flange. SLEEVE THRU STEM n ' <br />• : e'' <br />SEE PLAN FOR G• .. a • a • <br />FOUNDATION INFO d, .< 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 />/11/4"_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 />" depth <br />—Q <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />f•Vt., t,nHac 4 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 />i HTS INSTALLATION <br />TOP (2) #5's x 4'4' <br />CENTERED @ PIPE <br />PENETRATION <br />d a <br />" __III=ITI—I <br />tll T-I(— <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />a <br />d d � rL11 <br />``=--- 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 />q d <br />4 <br />`PVC OR SCH40 SLEEVE <br />f—PLUMBING LINE <br />d <br />d <br />•' a'd d <br />z �a • _. <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />In <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 />d <br />d ° da. n ea G a <br />_III_=:II a a <br />SEE FND. PLN. <br />SIZE & REINF. <br />_o . <br />9 0 <br />J-' <br />N X <br />Cq <br />3� <br />. 6 CZ)M <br />LU f� <br />cn g 4- .: v <br />C <br />�. E <br />:C <br />W N O 'O <br />:3 C: V <br />f.. !.. C($ S" - <br />6 <br />> > O Lli <br />ov <br />o• <� S E- . <br />w <br />I ' `G <br />1 <br />U ;. OF ? <br />w <br />a <br />H <br />py, a <br />•00 <br />ESS10 ,���'s <br />fZl(01 d l l I 11111,1110 ��'�� a <br />To the best of the Engineers 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. 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 />W n <br />4 W va 1� <br />O M U N 1N+ Yk <br />5 N p iT � # LJL <br />0 5 n co w `` w <br />to r ° w a <br />rnr LL a. <br />4 NMv N fn <br />a <br />Ca LL LL <br />Z N G— Z O <br />O~w <br />- <br />ymoo <br />3,Nco �O <br />U00 <br />) 0 a <br />zN M Z � SQ 0 <br />ILW U� <br />ZOU U)i <br />.3 <br />W <br />M <br />z N <br />� N <br />z o � <br />o <br />Q <br />a <br />M <br />N z <br />C9 0 <br />u, <br />a -,a) <br />(>3 w <br />� <br />U <br />„. o <br />Ul) 01-" <br />�� r <br />U <br />„ <br />611.0 <br />'- - <br />— L 8 <br />I <br />U p N <br />U) <br />Q <br />N <br />o <br />�w <br />M <br />z <br />o <br />Z <br />z <br />U_ce E <br />z4 <br />>< <br />ce <br />{'-- fu <br />X OU <br />�o <br />as <br />= OU <br />O< <br />z4 <br />N � <br />L <br />map <br />¢p <br />wZ <br />C <br />_ C <br />0- <br />�m� <br />mi <br />O¢ <br />Zf <br />Z <br />a� <br />J <br />¢" <br /><W <br />Iz <br />ari <br />o� <br />go <br />ww <br />o <br />aLL <br />�— <br />=3 <br />¢� <br />'_ <br />mi <br />a <br />z a <br />a <br />03: <br />p <br />J <br />I <br />>M <br />0 <br />T <br />m <br />C9 <br />L <br />r <br />aY <br />) U <br />of o <br />m <br />�O <br />I— <br />"_ <br />C14 <br />V, <br />N <br />O <br />N <br />"' <br />Q c'M <br />r <br />m <br />� <br />M <br />T <br />o <br />0 <br />Z <br />z <br />=3 <br />N <br />E Nc <br />0-0 <br />J Q A <br />J <br />JOB <br />NO : 22-02367 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />� �s(IA I:r£lil[8i1✓Zk thui,.! 1:1116d -.I I' ➢,SJ.-� 2IId"kd! 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