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3 <br />W <br />x <br />a <br />E <br />0 <br />kn <br />ZR <br />N <br />Lo <br />N <br />iw <br />c7i <br />g' <br />tc <br />a <br />N <br />N <br />8. <br />E <br />I•Q <br />c <br />J <br />C <br />J <br />t- <br />M <br />0 <br />0 <br />a <br />M <br />O <br />v� <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />16GAxl-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 />10'-011 <br />TANK -LESS W/H <br />CORNER OF U <br />HOME H C G <br />GARAGE SIDE 0 0 0 <br />5'-011 <br />STUB -OUT FOR 0 1'-011 o o ;n <br />GAS METER a U <br />0 0 <br />CV = <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 />7'-511 <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'-511 <br />1 SIMPSON HTS20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19'-311 <br />1) SIMPSON HTS20 OR 4)16d TOENAILS <br />2" X 4" @ 24" O.C. <br />61-1" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />8'-6" <br />(2)16d TOENAILS <br />2" X 8" @ 2411 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 />5000s 1.8/1.7 <br />3/4" or 7/8" <br />wood panels <br />Two 3/4" wood anels or 2 x _ <br />P <br />1-1 /8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2x — + 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 />2 x — + 5/8" or 3/4" wood panel <br />90 2.0 <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 />m♦ <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. <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 <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". <br />DOUBLE JOIST CONNECTION <br />N.T.S. <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 />consideration. Check <br />wall or beam below.* <br />local building <br />11/16" <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 />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 />Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION @ INT. BRIG. WALL <br />J N.T.S. <br />IYV I1 MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 900 HOOK BOND BEAM <br />P <br />SIMPSON MGT <br />w/ (22)10d <br />w NAILS TYP. GIRDER TRUSS <br />STD. 90° _ _ _� CONT. #5 <br />BAR > I HOOK BAR r 2X TOP PLATE <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />r: CONT, BASE PLATE <br />BEARING COLUMN �.•� ; <br />SEE PLAN FOR REQ'D 1 �—PLYWOOD FLOOR <br />COLUMN AND �- =` SHEATHING PER PLAN <br />CONNECTION TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />i 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 />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" max. 4" max. <br />Web Stiffener Fastener Schedule <br />Joist _ BearingLocation <br />J Series Depth End Intermediate <br />® _9-1/2" 2-8d 2-8d <br />BCI5000s 11-7/8" 2-8d 3-8d <br />14" 2-8d 5-8d <br />Clinch nails <br />when - — <br />9-1/2 _.2-8d.. ._ _ 2-8d <br />BCI6000s® 11-7/8" 2-8d 3-8d <br />possible\/./\ BCI6500s®_ 14"_ 2-8d_ 5-8d <br />1 16" 2-8d 6-8d <br />- BCI60s8 <br />14" <br />2-8d <br />5-8d <br />Tight fit : " <br />16" <br />2-8d <br />6-8d <br />-7! " <br />3-16d <br />3-16d <br />2x4/Plywood/OSB web stiffener <br />2" min. BCI 90so <br />14"-- <br />5-16d <br />- <br />5-16d <br />required when indicated or <br />4" max. <br />16'_1 <br />6-16d <br />6-16d <br />- Hangers with side nailing. <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. <br />N.T.S. <br />- Under 2nd floor column w/ loads <br />higher than 15001b. <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 />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration, — <br />r 61" A 1y" ROUND HOLE MAY J 6" 6 6 BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y" <br />ROUND IN <br />CANTILEVERS. <br />- _ <br />Any 16" joist <br />Spun (tt} <br />8 <br />1'-0" <br />1"" <br />1'-2" <br />1'--2" <br />T-3' <br />1 T-3' <br />V-T' <br />1 V-11'" <br />2'-4" <br />2'-93 <br />3' 2" <br />3' T" <br />12 <br />T-0" <br />V-1" <br />1'-2' <br />T-2" <br />1' 3" <br />1'3" <br />2-4" <br />2-11'. <br />3' T. <br />4' 2 <br />4'�,. <br />6-41 <br />16 <br />T-a' <br />V-1" <br />1'2' <br />1-2" <br />1' T' <br />2'-5' <br />3'-21 <br />3' -10" <br />4-91 <br />5' T' <br />6'-'" <br />7-21 <br />20 <br />IAY' <br />T-1" <br />1'2: <br />V-2" <br />2'-0" <br />3'-0" <br />4'-'U' <br />4'-10" <br />6-11" <br />6'-11" <br />7'-11" <br />8'-11" <br />24 <br />I -a' <br />1'-1" <br />1'2' <br />1-3" <br />2'-5' <br />3-T' <br />4'-9' <br />5'-10" <br />72' <br />9 4" <br />"' <br />10'-9'' <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. 1Y" 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 />When joists meet over wall, provide <br />[_1 3/4" minimum bearing for each. <br />Plumbing <br />Joist <br />I -Joist can be offset In <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 />``4], <br />Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 Ibs, <br />Install tight to top flange. <br />1/4%2" gap ti, I <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 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 />o depth <br />0110 <br />I -JOISTS BUCKETS <br />N.T.S. <br />5/8" 0 <br />THRU <br />BOLT <br />2 X B.U.0 <br />SIMPSON MGT <br />w/ (22)10d <br />NAILS TYP. <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 />SLEEVE THRU STEM--` <br />SEE PLAN FOR--'•• a . • •, • <br />FOUNDATION INFO a' <br />STEM FOUNDATION <br />r GRADE r- REINF. SEE PLAN <br />a.. <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 />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 />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />Mint R'-MTtn A 1 TLJnI 1 r-AtM <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />v� 1 G (• tl.4 .- d <br />�a • O • <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 />d N4 A °tl . co G <br />tl d <br />n a d <br />T <br />SEE FND. PLN. <br />SIZE & REINF. <br />N <br />cm Q <br />d <br />W <br />e <br />u o= h <br />ro U N <br />.0 <br />ro o <br />H � N <br />das� <br />d o <br />3 cc .2 <br />N a— <br />C <br />ro o <br />Q. <br />0 <br />M <br />O <br />o_ <br />" t Ti, I L C Fv <br />To the Feat of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F. E <br />a 8 <br />ar <br />S N <br />'- <br />OCo'? 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