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3 <br />�r <br />0 <br />LO <br />O <br />I <br />LO <br />0 <br />9 <br />N <br />00 <br />i <br />chi <br />0 <br />i <br />0 <br />J <br />4 <br />LO <br />N <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />II II II <br />III.[ 11 . Imo, II.... <br />I.. ... I I {.I..... <br />.I.Ir ... '��ll :o ..>�1:::. <br />E.I................... {. .... <br />16GAx1-1\2" LONG (3/4"-1"CROWN) L .... B {l.l. ...:: <br />I. <br />STAPLES @ 6" O.C. VERT BETWEEN ........I..I. MAX . l .I . I......... I. fI_ f..I.... 16GAx1-1/2" LONG (3/4%1" <br />I......... I <br />CROWN) STAPLES @ 6" <br />STUDS (NOTED THUS:—) -OFFSET I I I <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'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE O O 0 <br />5'-0" 9 - <br />c� <br />STUB -OUT FOR 1'-0" 0 9 <br />LO <br />GAS METER 0 o <br />� U <br />9 H <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 />13'41 <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 />19'4" <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 />8'4' <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 />Series <br />Thickness <br />Filler Block Thickness <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 1.8/1.7 <br />,�, 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 />FILL CELLS ,— STD. 90° HOOK BOND BEAM <br />SIMPSON MGT <br />w/(22)10d <br />w NAILS TYP. GIRDER TRUSS <br />j STD. 90° CONT. #5 <br />BAR HOOK �(�� BAR F <br />2X TOP PLATE <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />r 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 PLYWOOD FLOOR <br />COLUMN AND j SHEATHING PER PLAN <br />I� <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 /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. 2" min. <br />)Small gap <br />2" max. 4" max. <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth I End I Intermediate <br />r - _ <br />9 1/2 2-8d 2-8d <br />® <br />BCI 5000s 1 11-7/8" 1 2-8d 3-8d <br />Clinch nai <br />9�1/2" <br />1 2-8d 2-8d <br />-- <br />when <br />BCI6000s®I 11-7/8" <br />2-8d ! 3-8d <br />2-8d 5-8d-- - <br />possible <br />BCI 6500s® 14" <br />�I l G <br />�i <br />Is <br />1) Support back of web during nailing to prevent damage to 17 <br />web flange connection. - BCI 60s8 <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 />2x4/Plywood/OSB web stiffener 2" min. BCI 90sO 14" 5-16d 5-16d <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 q 16" 6-16d 6-16d <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmoutn cuts. N.T.S. <br />- - - --- - - Under 2nd floor column w/ loads <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along bad 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 1 <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 />x <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Load bearing walls 7 <br />16" <br />2-8d I 6-8d -� <br />11-7/8" <br />2-8d j <br />3-8d <br />l4" <br />16" <br />2-8d <br />2-8d I <br />_ <br />5-8d <br />6-8d <br />3-16d <br />_I <br />3-16d <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 � Plumbing <br />when load bearing - for lateral support when joists <br />­["Llf"C7 <br />meet over wall, or wall stacks directly over wall or J <br />beam below Load bearing wall must stack over _ _ <br />blocking and wall or beam below.* - - <br />L 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 />Provide adequate bearing <br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -staking walls <br />10dnails SECTION @INT. BRG. WALL requireaddftionalconsideration. <br />— <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 />❑ co <br />6" A 1Y" 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 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 />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 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 />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />wl (22) <br />NAILS 1 <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 HETA20 / <br />HETAL20 INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />00 <br />FINISH GRADE <br />Backer block (12" wide min.) I I I I I I I I I I I III I (III III= -I t l <br />Nail with 10-10d nails. - <br />Install tight to top flange. SLEEVE THRU STEM ° <br />SEE PLAN FOR '• .. • <br />FOUNDATION INFO <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 />L 1/4%2" gap _ <br />f <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 />eb 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 />��'I✓ 0.6XJoist <br />o depth <br />Rom <br />;Li <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />f--REINF. SEE PLAN <br />(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 HETA20 / HETAL20 <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 />d <br />I-1 1 I —I I —I � d d <br />" -Il�llllllllll <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />C d <br />0, <br />4 <br />• I�IIII,-11 <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 />—\ <br />PVC OR SCH40 SLEEVE <br />� PLUMBING LINE <br />d L <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° a n <br />Il ,lll III=11 4=1�1 ill: <br />I I� I —I <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />ems <br />0 <br />ca <br />c�a o <br />d <br />T W <br />LJ N O <br />tJ— M C M N <br />w.. C W Q. <br />_Ao� <br />y d G fII <br />-cc"'' N Y <br />d <br />C= <br />3 ra <br />is y m sa <br />N G <br />� <br />o <br />a <br />�������'��` <br />��,\,�`,�P,R9OI�r <br />F <br />L.O <br />?r'FE S S10�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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h � E <br />0 °o i <br />A "o <br />cli M C7 C, LL <br />a rLLw <br />-u t- U.Laua <br />Z t of D <br />5 9 <br />o <br />W 0 2 1— m <br />W O1 Lu <br />LLZ L N Z G J <br />LL <br />N 0 <br />OU <br />Z <br />W pp <br />CD <br />Z N � <br />z <br />z � � <br />a N <br />— N <br />N z -0 <br />0.1 <br />LL <br />t` <br />Cn <br />f6 w - <br />V Z <br />O W g <br />Vl c "' <br />11 <br />�c) <br />C? <br />W J <br />r— — E <br />t 8 <br />z� <br />C 0 <br />Q N 0 <br />C <br />M <br />M <br />z <br />0 <br />w <br />z <br />z <br />U_ <br />E <br />Z' o <br />>� <br />d <br />E 8 <br />r0U <br />wo <br />�® <br />Da <br />o <br />I_ <br />O E <br />oQ <br />az <br />o� <br />dz <br />Z <br />ro <br />_ <br />z <br />Yz� <br />;m <br />o <br />ZN= <br />N <br /><� <br />z <br />"uri <br />g' <br />o <br />z <br />yk <br />W <br />U <br />�o <br />H <br />� <br />I <br />_� <br />J <br />o <br />w` <br />'_ <br />v <br />i s <br />a <br />0; : <br />C <br />`(V <br />>M <br />I <br />� <br />m <br />CL <br />C� <br />F— <br />0 <br />L <br />LMO <br />n <br />00 <br />(� -p <br />o <br />T <br />T 0 <br />CrY <br />Cfl <br />(n o o. <br />Y J <br />O <br />co �. <br />a <br />t: <br />CV <br />F- <br />04 <br />c <br />M 00 o <br />Lf) <br />C_-) <br />0 <br />= <br />c1 N <br />O 00 CJ <br />M <br />r� <br />Q <br />E <br />.0 - <br />z <br />z <br />E <br />a <br />E <br />U ¢ p <br />JOB <br />NO : 22-12488-12485 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN-1 <br />PASCO COUNTY <br />