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01 <br />00 <br />N <br />LO <br />LO <br />v <br />c� <br />d <br />0 <br />0 <br />J <br />0 <br />I <br />a <br />01, <br />00 <br />cV <br />LO <br />`v <br />C) <br />�Q] <br />V <br />J <br />cn <br />0 <br />I <br />L0 <br />L <br />v <br />0- <br />a <br />CD <br />Cq <br />1,2 <br />iu <br />E <br />0 <br />x <br />c <br />J <br />In <br />N <br />O <br />U <br />P <br />0 <br />i <br />0 <br />a <br />U <br />a <br />N <br />y <br />I <br />i <br />0 <br />tz <br />cV <br />0 <br />rn <br />:3 <br />v <br />0 <br />0 <br />a <br />00 <br />a <br />m <br />0 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />16GAx1-1\2' LONG (3/4%1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN MAX III I 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 O 0 <br />0. 5'-0" <br />0 CD <br />STUB -OUT FOR 1'-0" 0 9 LO <br />GAS METER 0 0 <br />� U <br />d H <br />0 <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'-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 />FILL CELL <br />F <br />LU <br />STD.90° <br />CONT. #5 HOOK <br />BAR <br />STD. 90° HOOK <br />BOND BEAM <br />CONT. #5 <br />BAR <br />#5 CONT. <br />�,- --- _ 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 r!-- <br />COLUMN AND SHEATHING PER PLAN <br />CONNECTION TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />—MASONRY WALL OR <br />iiINTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />Solid block all posts from # OF 2nd FLOOR <br />above to bearing below. STUDS <br />DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL <br />Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. <br />r <br />BCIOJoist Backer Block Filler blocking 1/8" min. 2" min. <br />Thickness Filler Block Thickness , , 2" max. } Small gap 4" max. <br />Series 1/8" gap i Web Stiffener Fastener Schedule <br />3/4" or 7/8" , , Joist Bearing -Location <br />5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ _i _ _ Series 1 Depth_I End Intermediate . <br />/ 0 9-1/2" 2-8d _ 2-8d <br />1-1/8" or two 1/2" x , — BCI 5000s11-7/8" 2-8d 3-8d <br />6000s 1.8/1.7 wood anels 2 x — + 5/8" or 3/4" wood panel 14" 2-8d 5 8d <br />P Clinch nails <br />1-1/8" or two 1/2" 9 1/2 " 2-8d 2 8d_ <br />when ` �I BCI6000s� 11-7/8 2-8d� 3-8d <br />6500s 1.8/1.7 2 x _ + 5/8" or 3/4" wood panel possible ✓ BCI 6500se _1 4" 2-Sd _ 5-8d <br />wood panels V 16" 2-8d 6-8d <br />1-1/8" or two 112" ) PP b 9 9 P 9 - O 11-7/8 2-8d 3-8d <br />1 Support back of web during Wallin to prevent damage to <br />60 2.0 2x _ + 5/8" or 3/4" wood panel web -flange connection. BCI 60s 5-8d <br />wood panels 2) Block solid between foists for full length of span. Tight fit 16" 2-8d 6-8d <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. —7 3-16d 3-16d <br />,902.0 2 x _ lumber Double 2 x _. lumber 11-7/8" 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® _ 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. 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 - Hangers with side nailing. - <br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER <br />DOUBLE JOIST CONNECTION top irdsmouth cuts. <br />- Birdsmouth cuts. N.T.S. <br />- Under dfloor column w/loads <br />N.T.S. higher than15001b. <br />BLOCKING PANEL, INTERIOR <br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall <br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing <br />Vertical load transfer =1900 plf max along load bearing wall. I` ( Load bearing walls when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />Load bearing wall must stack beam below <br />over squash=20 blocks and I � j � �--Load bearing wall must stack over <br />`Non stacking walls blocking and wall or beam below.' <br />require additional wall or beam below. Joist <br />consideration. Check � I , <br />local building When joists meet over wall, provide I -Joist can be offset <br />code forappropriate 1/16 1 3/4" minimum bearing for each. <br />, up to 3" to avoid <br />details in One 1 Od box vertical plumbing <br />areas=20 of high or=20 sinker <br />lateral load. nail each side 3" max <br />at bearing. JOISTS OFFSET <br />N.T.S. <br />Squash block / <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam 0 <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES ___\ <br />DO NOT cut, notch <br />or drill flanges <br />Provide adequate bearing <br />for each lapped joist. <br />Od nails SECTION @ INT. BRG. WALL <br />I 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 />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel'Non-stacking walls <br />require additional consideration. — <br />co Cfl <br />6„ A %" ROUND HOLE MAY DO NOT CUT HOLES <br />6" 6 <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" <br />THE WEB. PROVIDE AT A 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 />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 1Y2" 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 />SIMPSC <br />w/(22)' <br />NAILS 1 <br />5/8"0 <br />THRU <br />BOLT <br />SIMPS( <br />w/(22)' <br />NAILS 1 <br />R TRUSS <br />-OP PLATE <br />to, <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 />f <br />FM <br />� iA.-� <br />Backer block (12" wide min.)-111-111-111-111 <br />Nail with 10-1 Od nails. <br />Install tight to top flange. :. <br />SLEEVE THRU STEM <br />Joist hanger SEE PLAN FOR �• a . • •, <br />FOUNDATION INFO 4' <br />ST <br />EM FOUNDATION <br />Ir­ GRAnF ..^,— ALI <br />Filler block., err �� <br />Nail with <br />al <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- 1/4"-2" gap p- <br />r <br />Backer Block I <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 />IX depth <br />1 h <br />I -JOISTS BUCKETS <br />N.T.S. <br />y-vt, t,nrtx 4 rvt, <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12/META12TSS <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 ° ° °° fr + (WHEN <br />1 <br />° ' 1=-" REQUIRED) <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 />TOP (2) #5's x 4'-0" v <br />CENTERED @ PIPE <br />PENETRATION <br />d ° <br />a ° <br />° d d 4 ° <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° <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 />CENTERED @ PIPE <br />PENETRATION <br />4 4 <br />° <br />PVC OR SCH40 SLEEVE <br />r—PLUMBING LINE <br />,Q LL <br />d ��J <br />• ° d d <br />4 <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 />a <br />��ILIRAIrTI--III 4d I— <br />=1 I I— <br />r <br />II _� <br />SEE FND. PLN. <br />SIZE & REINF. <br />c. . <br />L <br />0 <br />C-1 <br />v <br />p <br />��o <br />�- L•— <br />c_ no <br />Co �K , <br />„ -,-s ca <br />s <br />l <br />w � c <br />� y <br />3 y(0 W sv <br />W 0 <br />r <br />liz- <br />4? <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. 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