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LIM <br />3 <br />LO <br />rr <br />I <br />N <br />i <br />rn <br />CN <br />-2 <br />N <br />0 <br />0 <br />oo <br />0 <br />I <br />v <br />L <br />v <br />R <br />i <br />rn <br />o <br />tz <br />Q <br />N <br />0 <br />a <br />F2 <br />co <br />E <br />0 <br />x <br />0 <br />C <br />N <br />r7 <br />o <br />U <br />o <br />U <br />O <br />LD <br />c <br />0 <br />0 <br />t <br />oo <br />oo <br />0 <br />0 <br />N <br />N <br />0 <br />000 <br />0 <br />0 <br />177 <br />Q <br />m <br />0 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />Irk ..'.'.'.'. �I''. [. <br />f:f:': Im' :'::{: . :: <br />LI I—,........ ; ....ILL .......:...... <br />. I :..::..'� <br />II II <br />16GAx1-1\2" LONG (3/4"-1"CROWN) I Sr I�.� <br />STAPLES @ 6" O.C. VERT BETWEEN MAX..' " ( _ ' <br />_......I'. 16GAx1-1/2 LONG 3/4' 1 <br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN Al O.C. VERT INTO STUDS <br />(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'-01, <br />TANK -LESS W/H <br />CORNER OF 7L J <br />HOME H C G <br />GARAGE SIDE O 00 IV <br />cn <br />5'-0" <br />a _ <br />STUB -OUT FOR 1'-0" o <br />LO <br />GAS METER 0 U <br />_ � U <br />9 F <br />N <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 />7'-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 />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%oist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 7/el <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood panels or 2 x <br />P — <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 />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 />Filler blocking ' <br />1/8" gap <br />+ CL <br />FILL CELL <br />U <br />w <br />STD.90° <br />CONT. #5 /1lli, <br />INT I"1 /�l�O 11/1/lI/ <br />BOND BEAM <br />D\JIVLJ DC/`11V1 Q 1 Cr <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 PLYWOOD FLOOR <br />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 />L 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. 4" max. <br />I � � <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 �I <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.g 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 LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - <br />Birdsmouthcuts. N.T.S. <br />Under 2nd floor column w/ loads <br />N.T.S. hi her than 15001b <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 />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 />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />9 . <br />BLOCKING PANEL, INTERIOR <br />Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall <br />Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer <br />Load bearing walls when load bearing - for lateral support when joists <br />/ meet over wall, or wall stacks directly over wall or <br />n beam below _ <br />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 />j W N.T.S. <br />Provide adequate bearing <br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />Odnails SECTION @ INT. BRG. WALL require additional consideration. <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 />Joist hanger <br />IRE <br />61, A 1Y" ROUND HOLE MAY Af 6„ 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" <br />THE WEB. PROVIDE AT 11 A 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" <br />—--------- - <br />- Any 16" joist <br />$ <br />�'' <br />"I 1 " <br />' ��' <br />1 "J <br />f-3' <br />V-3 " <br />1 -7' <br />'I'-11 „" <br />2-4" <br />,-,. <br />3 ". <br />37" <br />12 <br />1'-O" <br />1-1 " <br />1 2' <br />1, Z <br />4'-3 <br />1'-9' <br />2-4' <br />7-11" <br />3T," <br />4-2' <br />4, " <br />i,�" <br />1 1„ <br />1,2," <br />1,2"117,"21 <br />. <br />3 Z"3'-10"4,-9'a'7"6'-4"20 <br />1'-G' <br />'I 1"i,,"1Z'2,-0"3-0„4-0„4'-19' <br />6'-11" <br />f5'-11`" <br />7'-11"" <br />ds'_41ie <br />24 <br />1- ' <br />1-1."'I'-2' <br />1-3"' <br />Z-6' <br />3'-T' <br />4'-7 <br />6' 1W <br />T " <br />'-I" <br />9i' '" <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%" 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 />SIMPSON MGT <br />w/(22)10d <br />NAILS TYP. GIRDER TRUSS <br />CONT. #5 <br />BAR 2X TOP PLATE <br />5/8"D <br />iCONT. THRU <br />IOM BOLT <br />)UNDATION <br />HIGHEST <br />)ND BEAM <br />2 X B.U.0 <br />SIMPSON MGT <br />w/(22)10d <br />NAILS TYP. <br />oWeb Stiffener Fastener Schedule <br />Joist Bearin Location <br />Series Depth End Intermediate <br />9-1/2" <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />BCI 5000s® <br />14" <br />2-8d <br />5-8d <br />9-1/2" <br />2-8d <br />2-8d <br />BCI 6000s® <br />11-7/8" <br />2-8d <br />! 3-8d <br />BCI6500s® <br />14" <br />2-8d <br />5-8d <br />16" <br />2 8d <br />s-8a <br />11-7/8" <br />2-8d <br />3-8d <br />BCI 60s® <br />14" <br />2-8d <br />5 8d <br />016" <br />2-8d <br />6 8d <br />11-7/8" <br />3-16d <br />3-16d <br />BCI 90s® <br />� 14" <br />516d <br />5 16d <br />16" <br />6 16d <br />6 16d <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) I �I I II II I II II I If 111= —1 I I <br />Nail with 10- 10d nails. linstalltight to top flange. SLEEVE THRU STEM e ° <br />e,�. <br />SEE PLAN FOR °• a .. • <br />FOUNDATION INFO a, " 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 />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 />1,J z <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />REINF. SEE PLAN <br />i (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 />JOTE: <br />1PLIFT VALUE <br />5 BASED ON <br />).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 @ PIPEo <br />PENETRATION <br />I-1 I —I I —I .d d. <br />"-II�IIII�IIIII • <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />d• d:I�II II—I°d—I�4r=-' <br />i-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 />Ir-PVC OR SCH40 SLEEVE <br />PL MBIN LINE <br />U G <br />d <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 />d ° d <br />° ° <br />� I —III —_I I I- <br />I�a° a —III-1 I I <br />1=,,III- I• <br />° <br />T- <br />SEE FND. PLN. <br />SIZE & REINF. <br />by <br />b a <br />cli <br />o® <br />v <br />� <br />u-'>aea <br />cc <br />,0mK <br />= u. a <br />,n coo >-. <br />N: C= <br />ro <br />Q-N � <br />d d <br />d.�_�.© <br />>�-� <br />N a <br />C, <br />ca. ca <br />>v <br />a• <br />'•'®�' <br />Ili <br />A <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. 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 />N <br />W 'qE <br />0 <br />M <br />4 o <br />0 <br />G :-1LO� <br />N ��r�� <br />N O <br />to 6 co <br />Q O -j � W <br />J a <br />w <br />O a Y <br />z— <br />L c: <br />Z �i <br />�. �'�N (o <br />W cn�°' m w <br />o <br />Z Nco Z a <br />N <br />O U¢ 00 <br />v co <br />III ❑❑ <br />a) <br />z <br />0 00 <br />Z N <br />(D z o � <br />J <br />cL- <br />13 <br />N <br />C7 <br />N z <br />CD o <br />4-1 u, LL <br />i— Q ig <br />° <br />J <br />O w 0 <br />N r <br />C) <br />Ill J <br />••. <br />♦— — E <br />L <br />� � N <br />C� o <br />¢o <br />tml <br />N <br />14 <br />o <br />CD <br />w <br />M <br />z <br />4 <br />u_ <br />c6E <br />Q <br />E O <br />zo <br />o�`� <br />wz <br />>q <br />O <br />oa <br />cu <br />wo <br />H <br />— <br />x <br />a` <br />O <br />0 oQ <br />o E <br />az <br />No <br />a o <br />6 <br />L <br />� <br />CO C <br />p <br />o. <br />hOJ <br />m <br />o <br />o' <br />Z <br />J <br />Q W <br />�z <br />rn <br /><" <br />Q <br />ono <br />w�a <br />�w <br />L)¢ <br />o <br />Jw <br />=� <br />MJ <br />oco <br />a <br />� <br />z ¢TUB <br />'S <br />C C)i .e O <br />a5 <br />>L6 <br />0rn <br />m <br />C� <br />L <br />r <br />c <br />r <br />r <br />r <br />0 <br />n <br />C) <br />CV <br />Ln <br />_J U <br />N <br />-0 a� N <br />~ <br />Lci <br />T— <br />Q C) <br />r <br />a� <br />E <br />r (0 T- <br />O <br />cu <br />C r �i e0 <br />z <br />z <br />E r a <br />co <br />c <br />a <br />E -b 6 <br />U Q p <br />v <br />� <br />JOB <br />NO : 22-09408 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />