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3 <br />w <br />I <br />0 <br />i <br />m <br />0 <br />N <br />v <br />cn� <br />0 <br />J <br />co <br />0 <br />I <br />i <br />CD <br />L <br />0 <br />Cn <br />O <br />3 <br />M <br />0 <br />v <br />a <br />E <br />co <br />1.2 <br />0 <br />x <br />`v <br />c <br />J <br />i <br />c <br />O <br />0 <br />U <br />9 <br />f <br />N <br />0 <br />v <br />0 <br />0 <br />M <br />N <br />0 <br />LO <br />0 <br />w <br />0 <br />a <br />m <br />0 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <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 />16GAxl-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 0 0 <br />6-0" ¢ - <br />c <br />STUB -OUT FOR 1'-0 o 0 0 <br />" <br />GAS METER 0 <br />O -' U <br />F <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 />154" <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 />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7/8" <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 1/2" <br />60 2.0 <br />wood panels <br />2x _ + 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 />FILL CELL <br />w <br />CONT. #5 > STD. 90° <br />HOOK <br />BAR <br />STD. 90° HOOK <br />BOND BEAM <br />I <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 />1 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 SHEATHING PER PLAN <br />COLUMN AND <br />CONNECTION TJI 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 />L Solid block all posts from # U 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRIG. WALL <br />N.T.S. <br />1/8" min. )Small gap 2" min. <br />2" max. 4" max. <br />Q --TClinch 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 />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 y" 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. 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 />wall or beam below.* <br />consideration. Check <br />local building <br />�1/16" <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 />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 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 />UW N.T.S. <br />Provide adequate bearing <br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />Squash block) 10d nails SECTION INT. BRIG. WALL require additional consideration. <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <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 Joist hanger <br />IK <br />or drill flanges <br />► t� <br />��► <br />6" A 1 2" ROUND H 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 1y <br />ENO <br />Any 16'joist <br />8 <br />1-0,^ <br />1' <br />1' 2'^ <br />V2 <br />1'-3" <br />'I'-3' <br />T-7" <br />1 11v. <br />2-4�. <br />2_9' <br />3'-2,. <br />3 7,. <br />'12 <br />T-9- <br />VA" <br />1'-2"' <br />1'-2" <br />1! -3.. <br />T-9' <br />2'-4,. <br />2'-1 <br />3, 7 <br />4. 2,. <br />4-9' <br />S-4' <br />- <br />Spank) <br />16 <br />1'-0" <br />1' 1 ° <br />t' 2' <br />1 2 <br />1' 7'^ <br />2'-6' <br />3'-2" <br />3-10" <br />4,-,. <br />6, ' <br />64' <br />7 Z. <br />20 <br />�-: <br />1 1 ' <br />I'2 <br />7'-2' <br />2-0`" <br />3'-0" <br />4 -fl " <br />4 10" <br />5 -1 I"'" <br />'24 <br />" <br />1'A <br />T-21. <br />,1'_3, <br />2'-6' <br />3-7,. <br />4-9' <br />6'-�10.^ <br />T 2" <br />8,-4,® <br />9-6' <br />ifl' <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 Bearirr Location <br />Series De th End Intermediate <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 />�BCI6000s® <br />BCI6500s® <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 />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 />BCI 90s® <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />1 5-16d <br />16" <br />6-16d <br />6-16d <br />Ice <br />SIMPS( <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 />AIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />Tm� <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />ea <br />L <br />NNo RE <br />FINISH GRADE <br />Backer block (12" wide min.) -I 11-111-11 I-111— <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM _ <br />SEE PLAN FOR Q. G • • ° c <br />FOUNDATION INFO a' <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_ <br />r <br />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 />j �0.6 X Joist <br />` o depth <br />I <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE REINF. SEE PLAN <br />I ., . 1 �4 � X <br />C <br />a IIIIIIII' <br />- <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 />JOA6 <br />LOCATION OF <br />SECOND H10A <br />SIMPSON (WHEN <br />w/ (18)10d REQUIRED) <br />NAILS <br />UPLIFT = 1 <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 />d" v <br />d <br />°. <br />" -III—III—I <br />I I T'I 1= <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />01— e <br />�IIII�IIIIII <br />• lil�i, I i r <br />-- SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION <br />° • °.. ' . • <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 />PLUMBING LINE <br />a ° d <br />� ° d 4 <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />d <br />a d <br />° ° O e <br />° <br />° <br />SEE FND. PLN. <br />SIZE & REINF, <br />c%J <br />0 <br />air <br />LU <br />O <br />�o v N <br />� m x <br />+. =LLB <br />N R G d <br />Cic C'V <br />3 2 C7 <br />E c <br />ai <br />3cc <br />d� <br />�._UW <br />C E <br />N <br />n- <br />e <br />r' <br />l <br />R,4111 e <br />:7 <br />lob <br />/°•$f;rf1IIIE1q`����� <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. 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