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I I I I Pl I , I n Ill p_1 I I wARilp - r mn't 1. i I 111 <br />i <br />w <br />rh <br />j <br />Q <br />M <br />cp <br />0 <br />V) <br />0 <br />-o- <br />J <br />r- <br />O <br />I <br />N <br />i <br />L <br />3 <br />a <br />N <br />N <br />v <br />d <br />E <br />N <br />E <br />x <br />O <br />C <br />J <br />LZ <br />0 <br />0 <br />i <br />U <br />CL <br />Z <br />H <br />I <br />0 <br />LZ <br />cV <br />0 <br />a' <br />0 <br />6 <br />N <br />N <br />a; <br />0 <br />z <br />0 <br />W <br />9 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />II II II <br />I I 111 <br />IL lI II. .: <br />I' lI II <br />16GAx1-1\2" LONG (3/4"-1" CROWN) 1 1 S' 111 t <br />STAPLES @ 6" O.C. VERT BETWEEN L.I. MAX-' t L ... l I ... 16GAxl-1/2" LONG (3/4"-1" <br />STUDS (NOTED THUS:-) - OFFSET 11 I I 11 <br />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 �J <br />HOME H C G <br />GARAGE SIDE O O O <br />5'-0" - <br />STUB -OUT FOR 1'-0" o LO <br />o � <br />GAS METER O <br />V <br />9 O <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 />T-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 />13'4" <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/el <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 112" <br />602.0 <br />wood panels <br />2x _ + 5/8" or 3/4" wood panel <br />90 2.0 <br />F <br />2x _ lumber <br />Double 2 x _ lumber <br />FILL CELLS STD. 90° HOOK r BOND BEAM <br />w <br />Q STD. 90° CONT. #5 <br />CONT. #5 HOOK BAR <br />BAR <br />#5 CONT. <br />FROM <br />ON <br />TOUHIG 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 j SEE PLAN FOR REQ'D PLYWOOD FLOOR <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />-MASONRY WALL OR <br />INTERIOR BRIG. WALL <br />�.� <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 />DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL <br />(Not required if both loaded equally from above) N.T.S. <br />Filler blocking 1/8" min. }Small gap 2" min. <br />2" max. 4" max. <br />1/8" gap Web Stiffener Fastener Schedule <br />ion <br />Joist <br />Series�tBe 2nd inqLocatermediate <br />—i <br />r <br />®_s1/21, sd 28d <br />BCI5000s 11 7/8 2-8 3-8d <br />Clinch nails14 2 8d 5-8d_ <br />�� �� - 1-9-1/2" -2-8d- 2-8d -- <br />when ® 3-8d_ <br />possible BCI 6500s® 1114 8 2-8d2 8d 5-8d <br />16"2 sd 6-8d <br />1) Support back of web during nailing to prevent damage to 11 7/8" 2-8d 3 8d <br />web -flange connection.lg p % BCI 60s® �14. 2-8d 5-8d _ <br />2 Block solid between joists for full length of span. Tight fit 1116 8 3 8dd 6-8d <br />9 <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ -r - 3-16d <br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OS6 web stiffener - 2" min. BCI 90s® 14"_ 5-16d 5-16d <br />required when indicated or 4" max. 16" 6-16d 6-16d <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -- - 1 - - <br />- 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 - Birdsmouthcuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />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 />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />Load bearing <br />walls <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />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 />9 <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : - for vertical load transfer __Tf,� Plumbing <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or l <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'b.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />6 A 1 2' 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 />SIMPSC <br />w/(22) <br />NAILS 1 <br />5/81 <br />THRU <br />BOLT <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 />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />Backer block (12" wide min.) : I I I —I 11=1 I I I I — <br />=1TI=III== T <br />Nail with 10-10d nails. III= _ <br />Install tight to top flange. SLEEVE THRU STEM ° <br />Joist hange���/� SEE PLAN FOR : a . • <br />FOUNDATION INFO a <br />STEM FOUNDATION <br />Filler block. <br />Nail with <br />� 0-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />rI - <br />1/4" 2" gap <br />'All 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 />} T requirements <br />0.6 X Joist <br />�° �depth <br />� I <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE ,-REINF. SEE PLAN <br />d <br />II— • v d: <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 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" <br />CENTERED @ PIPE <br />PENETRATION <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />���� ♦ i��T�� w T� �.. . ...� <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @PIPE <br />PENETRATION PLUMBING LINE <br />A d a�-.J <br />Q d <br />G d <br />SEE FND. PLN. <br />SIZE &REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />dv. <br />d <br />n d <br />d <br />p d <br />a <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />0I O <br />L C'0 <br />N <br />am X <br />�— <br />M U_ <br />CNt <br />Z N O <br />= -o 04 Y <br />N <br />r- <br />a <br />Q O -i <br />�>L) <br />a� <br />3 <br />;� <br />a_ , <br />C..n <br />Y <br />_ <br />O O <br />_ <br />C U +_ <br />;Itjlll�l/fI. <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 <br />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 />uq, <br />F <br />... 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