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3 <br />-a <br />rn <br />LO <br />LO <br />12 <br />v <br />0 <br />.a <br />0 <br />-3 <br />00 <br />O <br />i <br />Q <br />L0 <br />LO <br />cn <br />0 <br />0 <br />0 <br />J <br />N <br />co <br />0 <br />I <br />LO <br />t(! <br />:O <br />Q <br />N <br />N <br />a <br />a <br />E <br />0 <br />v <br />c <br />c <br />J <br />0 <br />a> <br />LZ <br />0 <br />v <br />g <br />U <br />i <br />U <br />0 <br />f1 <br />0 <br />0 <br />J <br />a> <br />tZ <br />N <br />0 <br />r <br />a� <br />v <br />0 <br />0 <br />a <br />0 <br />45 <br />15 <br />Q <br />r <br />m <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAx1-1\2" LONG (3/4"-1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:—) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />16GAx1-1/2" LONG (3/4"-1" <br />CROWN) STAPLES @ 6" <br />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 />O O O <br />5'-0" Q - <br />STUB -OUT FOR 1'-0" 0 9 <br />GAS METER O o <br />- � U <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 />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" orp <br />5000s 1.8/1.7 <br />nel <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 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 />Filter blocking <br />1/8" gap <br />FILL CELL STD, 90° HOOK BOND BEAM <br />11 <br />STD. 90° CONT. #5 <br />BAR > HOOK ��� 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 <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQAblock <br />PER PLAN <br />COLUMN ANDSHEATHING <br />CONNECTIONTJI <br />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 />STUDS <br />above to bearing below. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" <br />max. � 4 max. <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/Plywood/OSB web stiffener 2" min. <br />I g 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 />DOUBLE JOIST CONNECTION topflange ofuthcutst. <br />- Birdsmouth cuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than I Annlh <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 (2x4 minimum) J <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" 110d1 nails at 6" o.c. <br /><Y/ Provide adequate bearing <br />for each lapped joist. <br />10dnails 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) p <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : for vertical load transfer <br />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 />F-When joists meet over wall, provide <br />1 3/4" minimum bearing for each. I -Joist can be offset <br />Use 10dx3" nails at 6"o.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 <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 1%2' <br />$ <br />I'-0" <br />V-1" <br />I V Z' <br />V -2 • <br />1 <br />1'-3' <br />1'_7" <br />.1-1 1 <br />2-l' <br />— Any 16' joist <br />12 <br />1'-U' <br />1"" <br />1 c" <br />1-2°' <br />1 3 <br />1'4' <br />2'-4' <br />2-11" <br />3-7" <br />4- • <br />4-9" <br />5-4- <br />—N <br />Span Span <br />16 <br />11-al <br />1-T. <br />1' 2" <br />1-2" <br />1-T' <br />2'�' <br />3-2' <br />3-1C]°° <br />4"-9' <br />6-7"' <br />20 <br />1'-0'" <br />1-1" <br />1' 2" <br />1-2' <br />2'-Q' <br />34Y' <br />4'-Q" <br />4-1�0'° <br />6'-11„ <br />6-11„ <br />--- -- <br />4 <br />T-9' <br />1A1' <br />1' 2. <br />1'_37 <br />2-6' <br />3-= " <br />4-9' <br />6'-19' <br />7 <br />94' <br />9 <br />1fl' ' <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 />up to 3 to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />--,,Install tight to top flange. <br />Joist hanger <br />y \ 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 />0.6 X Joist <br />p depth <br />_/ 5: L �/ - <br />I -JOISTS BUCKETS <br />N.T.S. <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth End Intermediate <br />® <br />BCI5000s <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 />BCI 6000s® <br />BC16500s® <br />9-1/2" <br />11-7/8" <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 />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 />BC190s® <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 />5/81 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />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 />Plumbing META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />W <br />Io� <br />SLEEVE THRU STEM� ° <br />° <br />SEE PLAN FOR °• a . • • ° <br />FOUNDATION INFO ` a <br />STEM FOUNDATION <br />GRADE REINF. SEE PLAN <br />A <br />_ _ <br />1, ,1�1, ,L <br />Nu 1-MAJC 4 t'vkl <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 110A ° ° (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 />4 ° <br />I, III i-1�11 I <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />PVC OR SCH40 SLEEVE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />q 4 4 <br />\4 <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 />Q °° ca <br />a 4 <br />° ° a <br />° e <br />° <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />00 <br />C14 <br />W <br />y K3_Q L <br />y -9 lV t <br />y � C e <br />L <br />— <br />�- cc <br />�E <br />�o <br />N <br />14`1 <br />` <br />�o <br />r <br />'Ow F L 0 <br />^°P <br />!� <br />ESS1014 <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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