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s <br />m <br />LO <br />r) <br />in <br />v <br />.o <br />e <br />ID <br />0 <br />J <br />N <br />0 <br />0 <br />I <br />N <br />Ce <br />m <br />Ce <br />M <br />LO <br />LO <br />v <br /><n <br />0 <br />0 <br />J <br />LO <br />0 <br />LO <br />I <br />N <br />LO <br />v <br />cn <br />0 <br />i <br />V <br />3 <br />FV— <br />Q <br />N <br />0 <br />a <br />E <br />N <br />E <br />LZ <br />2 <br />L <br />v <br />m <br />J <br />y <br />U <br />E <br />0 <br />0 <br />c>I <br />0 <br />i <br />Cl- <br />v <br />0 <br />J <br />t- <br />M <br />O <br />0 <br />a <br />0 <br />a <br />N <br />0 <br />N <br />45 <br />0tz <br />Q <br />m <br />0 <br />to <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH WALL SHEATHING <br />k'1 k I <br />I-��...........I. ........ <br />... <br />16GAx1-1\2" LONG (3/4"-1" CROWN) g�. j....... <br />STAPLES 6" O.C. VERT BETWEEN ...:MAX-f. .......k.�...''..''L.. _... 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 />(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 />CORNER OF <br />HOME <br />GARAGE SIDE <br />10'-0" <br />TANK -LESS W/H <br />H C G <br />0 0 0 <br />5'-0" ¢ - <br />STUB -OUT FOR 1'-0" o o <br />LO <br />GAS METER 0 o <br />V U <br />O F <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 />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®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 />2x — + 5/8" or 3/4" wood panel <br />902.0 <br />2x _ lumber <br />Double 2 x _ lumber <br />FILL CELL <br />w <br />C> STD. 90° <br />CONT. #5 <br />HOOK <br />BAR <br />STD. 90' HOOK BOND BEAM <br />- r— BAR #5 <br />1i�l BAR <br />#5 CONT. <br />u 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 PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D SHEATHING PER PLAN <br />COLUMN AND <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 />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" max. � 4" max. <br />L 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 />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. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. <br />4" max. <br />2xrequired when indicated or_: 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)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than t -;;nnlh <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 />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 />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking ° <br />1/8" gap <br />+ <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Q�" 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 />11 <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 Bearing Location <br />Series Depth EndI Intermediate <br />BCI 5000s® <br />9-112" <br />2-8d <br />I 2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5- d <br />BCI 6000se <br />BC16500se <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 />BC160s6 <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 />16-16d <br />6-16d <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />5/81 <br />THRU <br />BOLT <br />SIMPS( <br />w/(22)' <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />JIM <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 />ME<o co <br />6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" <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 <br />Any 16" joist <br />- - Span � <br />8 <br />11-.. <br />.I,-11" <br />4, 0. <br />.I 2,. <br />V 3 <br />l'-3" <br />1-7" <br />1'-4'I'" <br />2-4" <br />2'- " <br />3' <br />3'-7" <br />12 <br />1'-G' <br />V4' <br />1, Z' <br />1-2" <br />1, 3" <br />1'-9" <br />2-4" <br />2-11" <br />3' 7" <br />4. , <br />4-9' <br />6-4 <br />16 <br />11_0,1 <br />1' . <br />1' 2" <br />1'-T' <br />Z' ' <br />3'-2" <br />3'-10" <br />4'-'" <br />6' T' <br />6'-4" <br />7 2' <br />20 <br />1'A7" <br />1'A" <br />1' 2" <br />1 2' <br />2-9' <br />3-a' <br />4'-0" <br />4-10" <br />6-11" <br />6'-11„ <br />7'-11„ <br />8'-11'" <br />24 <br />1'-0- <br />T-T' <br />1 2' <br />T-3" <br />2'-6" <br />3-7 <br />4'-9" <br />6'-10" <br />T-2" <br />8�" <br />9-6' <br />1'0' ' <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. 1Y" 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 />Joist hanger <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM ° <br />°. °. <br />SEE PLAN FOR °• ° • ; .'• <br />j FOUNDATION INFO <br />STEM FOUNDATION <br />\ r-GRADE —MMKIC ec� nI AKI <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 />1l4"-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 />0 requirements <br />0.6 X Joist <br />depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />/-VU UMAOt 4 rvt <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 />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 />Z: <br />.d q .4 <br />d ° a <br />i L; III—ICI—I� d d 4: <br />—I11—III—I_ d I—Ill—,.1II— <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 />—\ <br />CENTERED @ PIPE <br />PENETRATION <br />Q d <br />a <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />.a /L <br />4 �I <br />• Q d 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 />G. d <br />I- <br />i�-fir <br />II� iI <br />Q 1�,111— <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />01 <br />01*4 <br />�LU <br />LU <br />a <br />C14 <br />.� <br />CP <br />T ••',s <br />E <br />n t' <br />3 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 engineedng portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />W <br />aco <br />v E <br />8 <br />fJ <br />0 <br />CO a <br />r S <br />0w <br />9) <br />Q <br />C0 <br />(• J <br />Ci V - * LL <br />N S J <br />�- 52 w wa <br />cc U_ <br />o <br />e9 <br />W <br />r°2C' m <br />Z <br />L <br />J <br />L N z Q <br />(J J <br />O U <br />Z <br />W <br />El El <br />N O <br />Z 0 N <br />z o � <br />U) <br />a <br />a <br />N <br />to <br />z <br />,o <br />1 <br />Q) <br />LL <br />T <br />(a <br />CJ� <br />w <br />U <br />° <br />LU o <br />U <br />W <br />J <br />r- <br />- t 6 <br />U 0 <br />c U' °° <br />N 'M <br />o <br />w <br />0! <br />M <br />zO <br />Z <br />G <br />4N <br />I.t_ E <br />C- O <br />V <br />ZN <br />z <br />❑a <br />F t8 <br />_ <br />g0 <br />00 <br />U <br />O E <br />�< <br />p, <br />Z57< <br />a <br />.� <br />aQ <br />�w <br />o <br />¢z <br />mo <br />O¢ <br />zaU <br />OO <br />¢w <br />3:o <br />i <br />g o <br />a <br />W <br />m <br />J <br />o <br />JW <br /><Q <br />;a <br />`0 <br />M <br />d F <br />° 3: <br />C <br />LO <br />^; <br />m <br />0 <br />W <br />L <br />Co LO <br />C) <br />r <br />,-- <br />W <br />0 <br />" <br />°' <br />N <br />Q <br />m <br />>) <br />' 0 <br />LO <br />0 <br />4- <br />cc <br />o <br />p <br />.0C4 <br />LO <br />co <br />Q <br />� T_ <br />r <br />CD r <br />CM <br />o <br />E <br />.� <br />� <br />z <br />z <br />E Q <br />N <br />m <br />@ <br />FL <br />o <br />U <br />'o :? <br />¢ cc <br />r_ <br />c <br />JOB <br />NO : <br />23-00527 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S N 1 <br />i 1 TTIf I I <br />