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3 <br />v, <br />w <br />I <br />3 <br />N <br />O <br />5. <br />J <br />Ln <br />g <br />pi <br />"Ch <br />C <br />Cr <br />412 <br />0 <br />H <br />Q <br />N <br />N <br />S <br />0 <br />C <br />t� <br />O <br />i <br />CL <br />CL <br />0 <br />J <br />2 <br />Lz <br />N <br />N <br />N <br />d <br />0 <br />a <br />a <br />N <br />N <br />N <br />0 <br />a <br />0 <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 />11 :.:..........I :I:::.::::::::::::.::>{I..::. <br />{ l l <br />II !I .. lL... <br />1 Imo........ '�-rl.l........... 01... . <br />.... <br />�'SAX <br />.i .j ! .,�,� ......16GAx1-1\2 LONG (3/4 -1 CROWN) ..I..f.: .STAPLES @ 6" O.C. VERT BETWEEN ...M.........I.l.........I......... I. I..... 16GAx1-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:—) - OFFSET I I I I I I 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'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 0 O 0 <br />rn <br />5'-0" <br />STUB -OUT FOR 0 o o icy <br />GAS METER _ 0 <br />9 0 <br />tV = <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 />10'4" <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'-Y <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 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-118" 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 />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 <br />x <br />FILL CELL <br />to <br />w <br />CC <br />CONT. #5 > STD. 900 <br />HOOK <br />BAR <br />STD. 90° HOOK r- BOND BEAM <br />BOND BEAM STEP <br />SCALE: 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"0 <br />#5 CONT. THRU <br />FROM BOLT <br />FOUNDATION — <br />TO HIGHEST �- <br />BOND BEAM <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 />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING(rJ1 <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 <br /># OF 2nd FLOOR <br />above to bearing below. <br />STUDS <br />SECTION <br />@ INT. BRG. WALL <br />N.T.S. <br />118" min. Small 2" min. <br />2" max ) <br />gap <br />• � 4 max. <br />Clinch nai <br />when <br />possible <br />Q <br />Is - <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 />2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 4" max <br />required when Indicated or <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 Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION -U der2nufhcuts. 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 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 />consideration. Check <br />wall or beam below.* <br />_f <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 B <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />BCI 5000s® <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 />BCl6000s® <br />BCl6500s® <br />9-1/2" <br />-1 —1-7/8" <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 />I 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/ " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <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 Plumbing <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 Load bearing wall must stack over <br />blocking and wall or beam below.* - - <br />Joist <br />7 <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 />N.T.S. <br />�Y/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist <br />for each lapped joist. <br />blocking panel *Non -stacking walls <br />Odnails require additional consideration. <br />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 />tst UU I ANTVVNtttt IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y2" <br />ROUND IN <br />CANTILEVERS. <br />Any 1 "foist <br />_ Spate (tt} <br />12 <br />1'-0" <br />V-1" <br />1'2" <br />1-2" <br />1'-3' <br />1'2' <br />2-4' <br />2-11" <br />3-T' <br />a, Z' <br />4-9' <br />6-4„ <br />16+ <br />1'-0'° <br />1'-1. <br />1 '. <br />1 2„ <br />1'-7' <br />2'-6 <br />3'-7 <br />3'-10" <br />4-g* <br />5-T' <br />6-41 <br />T 2' <br />20 <br />1'-0a' <br />V-1" <br />TY <br />1-Z' <br />2'-a' <br />3'-U' <br />4'-0" <br />4-10" <br />6-11" <br />6-11" <br />7'-11" <br />8'-11. <br />24 <br />1'-U' <br />V-1" <br />1'2' <br />1'-W <br />2-a' <br />3' <br />4-9' <br />6-1— <br />T 2 <br />8'-4' <br />9e' <br />10'-9" <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. %" 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 1j2" 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 />Joist hanger <br />I.0 <br />SIMPSC <br />w/(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 META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) <br />Nail with 10-1Old nails. <br />Install tight to top flange. SLEEVE THRU STEM ° <br />SEE PLAN FOR-,--'•. 4 .. <br />FOUNDATION INFO ` ' 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 />7.1 <br />I <br />0.6 X Joist <br />o `depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE REINF. SEE PLAN <br />n <br />I a a°III III—r <br />A/C CHASE 4" PVC (2) #5 REBAR <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 />r ° ° <br />d • <br />ICI I —I I =. d. 4.a d: ° <br />��' 1�-1 1�= . <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° <br />1--- 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 />IPVC OR SCH40 SLEEVE <br />r— 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 />7 ° [Al <br />ddA" a da L <br />d <br />T d ITITI <br />-Tf T <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />s.® <br />ca <br />C%A <br />am <br />= <br />� <br />o <br />-o <br />o <br />= Rve"v <br />.- _tea <br />H 7 <br />N O J <br />®NX <br />iC <br />d <br />m Q.5 W <br />ot <br />a . ca taa <br />i CD >+ a <br />Q� <br />� v <br />rt, 1, bt(E' <br />'40.ipl� <br />r° -CSCiclu <br />e` J <br />N,�k\Z <br />ril'?{ taiitt 'itt\4 <br />k <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 <br />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 />E <br />a 8CJ <br />0 <br />t� y 0 C N <br />0 <br />to <br />ai <br />ajMv � � <br />Q J LL LL LL C <br />uJ <br />Z13 <br />0 A <br />o <br />�' j 0 cc �C <br />W <br />'°' m w <br />in2O^,0. <br />Z NZ a l- <br />OLL N <br />Z OU y <br />W ❑ ❑ <br />QD <br />a <br />N <br />M <br />(n - <br />V) z a <br />Cz <br />C9 0 <br />, <br />T1 u- <br />•� Q a <br />W <br />O LU 8 <br />to N <br />w <br />� 8 <br />_ <br />c � 8 <br />¢ °° .6N <br />�Q <br />OD <br />g o <br />o <br />z <br />It <br />to <br />M <br />o <br />z <br />Z <br />U_ <br />g <br />>- <br />a p <br />w° <br />Ka <br />F— r0 <br />sa <br />5R. <br />Da <br />�< <br />Z <br />W H <br />w� <br />WZ <br />c <br /><g <br />U <br />m0 <br />Z <br />z <br />m J <br />Nm <br />a� <br /><W <br />�z <br />8 <br />° <br />w <br />r-e <br />=3 <br />o <br />Z <br />< a <br />0 <br />ao <br />IIIIIIIIIll <br />v <br />zla <br />3 <br />> LO <br />O <br />rn <br />m <br />L <br />d- <br />O <br />p <br />(n m 3 <br />N <br />Ln <br />0 a <br />I\ <br />'n co 0N <br />CD <br />0) <br />(D <br />N O <br />Ln <br />T <br />r <br />04 <br />T <br />Ec <br />cMD <br />coZ <br />M <br />z <br />N r <br />E N <br />` <br />M <br />r_ <br />n <br />U _J Q p <br />c <br />JOB <br />NO: 23-00503 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />