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Q <br />M <br />M <br />In <br />WE <br />cn <br />0 <br />0 <br />O <br />rh <br />O <br />O <br />I <br />N <br />Q <br />LO <br />a <br />tr <br />0 <br />LO <br />J <br />N <br />0 <br />I <br />Pr•) <br />LO <br />LO <br />c <br />O' <br />0 <br />3 <br />a <br />M <br />0 <br />i <br />a <br />F2 <br />E <br />2 <br />0 <br />c <br />J <br />rr <br />c <br />U <br />U <br />s <br />a <br />Q <br />a <br />0 <br />N <br />0 <br />ar <br />v <br />0 <br />5 <br />n- <br />0 <br />0 <br />Q <br />m <br />v <br />cn <br />THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />16GAx1-1\2" LONG (3/4"-V CROWN) <br />v <br />���' I III <br />.... ................1t.JI1 <br />1 .1I 1 <br />WALL SHEATHING <br />STAPLES @ 6" Q.C. VERT BETWEEN MAX. " <br />16GAx1-1/2' LONG (3/4' 1 <br />STUDS (NOTED THUS:—) - OFFSET(A <br />CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS <br />(NOTED THUS:—) <br />i <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 />O O 0 <br />5'-0" ¢ - <br />cD <br />STUB -OUT FOR o o Cn <br />0 <br />GAS METER _ -1 0 <br />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 />'IT-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 />BCIOJoist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" <br />5000s 1.8/1.7 <br />p nee <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 />2x — + 5/8" or 314" 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 />Filler blocking <br />1/8" gap <br />FILL CELL STD. 90° HOOK BOND BEAM <br />U) <br />w <br />a STD. 90° CONT. #5 <br />BOR T. #5 I HOOK BAR <br />#5 CONT. <br />u FROM <br />ETOUNDATIHIGHEST <br />BOND BEAM <br />v 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 />(I <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />r <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 />STUDS <br />above to bearing below. <br />SECTION @ INT. BRIG. WALL <br />N.T.S. <br />1/8" min. <br />2" max <br />} Small gap 2" min. <br />4 max. <br />�- o <br />71 <br />Q <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. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. <br />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". - Hangers with sides not containing WEB 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. 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 />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 <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 />g <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 <br />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 />�� W N.T.S. <br />s, Provide adequate bearing Use 10dx3" nails at 6"o.c, for all joist <br />J for each lapped joist. <br />blocking panel *Non -stacking walls <br />Odnails require additional consideration. <br />SECTION @ INT. BRIG. 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) E <br />Joist hanger <br />io ❑ <br />61, A 1%" ROUND HOLE MAY 611 611 DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN <br />THE WEB. PROVIDE AT 70, <br />, 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 1Y2" <br />t <br />= <br />ISM, s <br />m <br />ffiffl <br />. <br />��R <br />.. <br />Arty 16 joist <br />- Span (ft) _ <br />_-_ <br />8 <br />T- ' <br />1'-1" <br />1' 2" <br />12" <br />1 3' <br />1'-3' <br />1'-7 <br />I 1'-I " <br />2'-4' <br />2'4' <br />3- <br />3'- ' <br />12 <br />T9' <br />1'_1.. <br />T-2' <br />1, 2" <br />1'- ' <br />T-9' <br />2'4' <br />2-11" <br />3-T' <br />4. 7. <br />4-9' <br />94. <br />16 <br />11 <br />1'-1 <br />1'2 <br />1 2" <br />1' <br />2'-61 <br />3'-2' <br />3'-10" <br />4' . <br />5 <br />6-4 <br />7 2 <br />20 <br />V-9' <br />1'-1 <br />1' 2" <br />12" <br />2'�L1 <br />3'-W <br />4'-0" <br />4'-10" <br />6'-11" <br />6'-11" <br />7'-11" <br />24 <br />1'3'° <br />1'A " <br />T- <br />T-3" <br />2 <br />3'-7 <br />4'-9" <br />6-10"72" <br />81 <br />16. . <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 %" 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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />® <br />BCI5000S <br />9-112" <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 />BC16000s® <br />BCI6500sw <br />9-1/2" <br />11-7/8"I <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 />BCI600 <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 />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/8" [) <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 />Plumbing META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />i'So <br />_i <br />III: E <br />Backer block (12" wide min.) — <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM 4 <br />SEE PLAN FOR °• a . • • , <br />FOUNDATION INFO ` ° 4 <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 r <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 whin required if hanger <br />flange is laterally supported by joist doesn't meet <br />height <br />requirements <br />0.6 X Joist <br />depth <br />D <br />� <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />° <br />REINF. SEE PLAN <br />(2) #5 REBAR <br />A/C CHASE='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 />/2N% <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />IS <br />SIMPSON H10A <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 />a <br />PENETRATION <br />111=III—I °. 4 <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />REQUIRED) <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />a <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 @ PIPEa <br />PENETRATION <br />a 4 <br />PVC OR SCH40 SLEEVE <br />PLUMBING <br />�LINE <br />r— G <br />4 A <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 <br />° PLUMBING LINE <br />° 4 <br />—III—I I ❑—I a ° 1=1 11=1 I I— <br />4 <br />,, ° <br />SEE FND. PLN. <br />SIZE & REINF. <br />N <br />C <br />N <br />W <br />y W <br />B=a <br />U- <br />_- C_ o <br />c <br />c a"v� <br />Rs <br />L <br />7 � <br />p <br />c <br />SRO <br />y° <br />f <br />� O <br />� <br />c ppo�1: <br />,� <br />i <br />0 <br />♦dk"s <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 <br />Florida Building Code - <br />Residential 7th Edition. 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