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3 <br />a <br />r <br />LO <br />Ln <br />d <br />O <br />LO <br />O <br />Q <br />M <br />J <br />a <br />rn <br />LO <br />v <br />0 <br />LO <br />J <br />0 <br />I <br />N <br />LO <br />v <br />_ <br />r//7 <br />c <br />Q <br />N <br />N <br />G. <br />E <br />E <br />CL <br />0 <br />0 <br />N <br />N <br />C, <br />0 <br />16 <br />a- <br />N <br />N <br />v <br />0 <br />d <br />z <br />S <br />J <br />m <br />0 <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 />16GAx1-1/2" LONG (3/4"-1" <br />CROWN) STAPLES @ 6" <br />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" Q - <br />STUB -OUT FOR 1'-0" o <br />GAS METER 0 o <br />9 - <br />CV os <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'-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" orp <br />5000s 1.8/1.7 <br />nel <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 />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />x <br />Filler'blocking <br />X � , <br />1/8" gap <br />r <br />l <br />FILL CELL <br />— STD. 90° HOOK BOND BEAM <br />w <br />7 <br />a STD.90° <br />CONT. #5 <br />CONT. #5 HOOK <br />BAR <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />— <br />I <br />IF <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <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 />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF Znd FLOOR <br />Solid block all posts from <br />STUDS <br />above to bearing below. <br />SECTION @ INT. BRIG. WALL <br />N.T.S. <br />1/8" min. 2" min. <br />Small <br />2" max } gap <br />. � 4 max. <br />1 <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. 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". <br />- Hangers with sides not containing W E g STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. higher than 15001b <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 />consideration. Check <br />wall or beam below.* <br />local building <br />code for appropriate <br />zdetails <br />in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />` <br />T <br />nail each side <br />at bearing. <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 />beam below L&13/4" <br />d bearing wall must stack over <br />king and wall or beam below.* <br />Joist <br />n joists meet over wall, provide <br />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 />Q�'/ 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 />Squash block) '"-1°d nails SECTION @ INT. BRIG. WALL require additional consideration.— <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />6' ^ A 1Y" ROUND HOLE MAY 6' 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" <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 1Yz" <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 />A AT LEAST TWICE THE DIAMETER OR LONGEST SIDE OF <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUSTEQUAL LE S ( ) <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 1Y" 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 />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series F —Depth End Intermediate <br />BCI5000s® <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- d <br />BCI 6000se <br />BC16500s® <br />9-1/2" <br />_1 —1-T/$" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-$d <br />I 6-8d <br />BCl60sYH <br />11-7/8" <br />2-8d <br />li 3-8d <br />14" <br />2-8d <br />I 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 />_ <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/8" 0 <br />THRU <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />I.0 <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 />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />i <br />Backer block (12" wide min.) =1 I I-1 I I=I i 1=1 I 1 <br />Nail with 10-10d nails. ' —III—'III—I I 1=110— —III <br />ktlg11. SLEEVE THRU STEM a _ <br />4 ° <br />o . <br />SEE PLAN FOR °• ° . • • <br />FOUNDATION INFO a. • C ° <br />STEM FOUNDATION <br />Filler block. <br />F— GRADE r <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 />p depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />REINF. SEE PLAN <br />I+ rvL1 <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" v <br />CENTERED @ PIPE <br />PENETRATION <br />t- <br />!—il! d n 11' a <br />1=r1 � ltil <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />Q <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0"—\ <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING 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 />® c <br />4,1 a ac G <br />I==! !!=! I !: <br />° 1=i i <br />I I i I <br />- <br />°� !II°il �I�IIII ; IP- <br />ri <br />SEE FND. PLN. <br />SIZE & REINF. <br />ems <br />�Lu <br />�,. O W <br />v C9- A Q <br />. —N <br />=— <br />M e= i <br />N n+ .� <br />�= �'z <br />� >v <br />c <br />v .!- <br />CD .0 <br />cc <br />c � <br />C0 <br />c'li <br />0 <br />CV <br />N <br />O <br />0 <br />'D- ,- <br />J <br />.. . .' <br />p <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0 E <br />M <br />a o <br />u0i q; <br />Ir <br />Y CO m N Co <br />0 �N <br />2 a <br />N <br />NS V LL <br />Q CDu_ u_ LL W <br />� <br />_ c cc <br />=:e9 o <br />GL 5 N <br />m <br />W <br />Z LO coz Q J <br />LL <br />< <br />a N OU U <br />El El <br />M � <br />z <br />z o <br />M <br />U) <br />C1 <br />o <br />°" <br />�1ia <br />d <br />N <br />YZN <br />(J <br />L_U J <br />� <br />M 8 <br />s <br />3 <br />z <br />(J o N <br />m <br />N Y <br />N <br />o <br />w <br />M <br />z ¢ <br />Z <br />LL <br />Q E <br />zo <br />>M <br />¢N <br />E v <br />Wo <br />z <br />z® <br />oa <br />H r6 <br />2� <br />— E <br />Oa <br />00 <br />0� <br />J <br />L <br />n <br />�� <br />¢ ] <br />Y <br />o�Z <br />m 0 <br />8- <br />J <br />?y <br />¢ a <br />�z <br />Z <br /><0 <br />U <br />65 3:o <br />7 ?a <br />< <br />w"- <br />�w <br />¢ a <br />- <br />oz <br />z3 <br />o <br /><¢ <br />as <br />mi <br />< <br />°A <br />'0 <br />LO <br />m <br />ca <br />L <br />LO <br />co <br />O <br />J <br />O <br />CrU <br />p <br />�' <br />T— <br />LCN <br />m <br />m <br />fALO <br /><C <br />m 04 <br />I <br />d' <br />L N <br />•0 <br />J It <br />LO <br />,-- <br />r <br />(.0 <br />E'E <br />E <br />€ CM <br />o <br />z <br />z <br />E 'A <br />E O <br />m <br />aU <br />E <br />0 <br />4) <br />Q p <br />JOB <br />NO : 23-04657 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />