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3 <br />m <br />Lo <br />LO <br />v <br />0 <br />0 <br />0 <br />J <br />rn <br />N <br />O <br />I <br />N <br />m <br />r <br />LO <br />0 <br />0 <br />0 <br />0 <br />0 <br />rn <br />N <br />C) <br />I <br />A <br />LO <br />LO <br />v <br />Cr <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 />I........... �.....................�..... <br />1—'k..... �.... . <br />14 �� <br />WALL SHEATHING <br />MAX .. , <br />STAPLES @ 6" O.C. VERT BETWEEN ........ 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 />O 0 0 <br />5'-0" a - <br />c� <br />STUB -OUT FOR 1'-0" o CC, <br />METER 0 -' o <br />U <br />O <br />CV 0 <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-Y <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 />'IT-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 />Thickness <br />Filler Block Thickness <br />Series <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 />602,0 <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 CONST:Z;! <br />(Not required if both load <br />Filler blx <br />x /� <br />1/8" gap / <br />N1 <br />FILL CELL STD. 900 HOOK BOND BEAM <br />w <br />a STD. 90° CONT. #5 <br />CONT. #5 HOOK BAR <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 <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 />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. BRG. WALL <br />N.T.S. <br />1/8" min. )Small gap 2" min. <br />2" max <br />4 max. <br />Clinch na <br />when <br />possible <br />ils <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. 2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d nails 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 - Birdsmouthcuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than tsnnlh <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) I <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" mc. <br />Provide adequate bearing <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT 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 />\\4[ 1; <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 />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 />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 />s <br />l'-3 <br />11'-7' <br />s'-tea. <br />24' <br />2�-9. <br />1 30 <br />3- 7' <br />fi _16. joist <br />12 <br />1.-W <br />T-'i" <br />1, . <br />.I, 2.. <br />T T <br />1' 9' <br />2-4' <br />2-11" <br />3! 7' <br />#, Z. <br />4-9' <br />6-4' <br />16 <br />1--a. <br />1'-v <br />1'-Z <br />1 2,° <br />1 a " <br />'-6'° <br />3'-�' <br />B'-10'° <br />�-��. <br />�' � <br />-4"' <br />T-2' <br />20 <br />1'-0" <br />T-T' <br />-2, <br />1-2' <br />2-G' <br />3--C <br />4-9" <br />4'-19' <br />B'-11" <br />fa'-11" <br />7'-11" <br />S'-11" <br />24 <br />1'-0" <br />T-, <br />1' ' <br />1'-3'° <br />2-6" <br />37- <br />4- <br />S'-10- <br />7 2' <br />0-4" <br />9-6' <br />10' fv' <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 />N.T.S. <br />Joist hanger <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />BC15000s® <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 />BC16000sRD <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 />_ <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 />6-8d7/8 <br />BC190s® <br />11- <br />3-16d <br />3-16d I <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 />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 />E 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 />Backer block (12" wide min.) 1111 I I II I I I II I I=1 11= — <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM <br />° v <br />SEE PLAN FOR °• a . • <br />FOUNDATION INFO ` a' <br />STEM FOUNDATION <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 />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 />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />4 <br />r-REINF. SEE PLAN <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 />(WHEN <br />SIMPSON H10A ° REQUIRED) <br />/ 18 10d 1 1/2" <br />w ( ) x <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 />d" a <br />d <br />IIIII-IIITIIIIIII <br />' I 1-III-1\ • <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />c <br />a . <br />1- <br />11-I <br />A—=—= <br />.I <br />•d <br />II <br />.. <br />l�lllIT <br />SEE FND. PLN. <br />SIZE & REINF, <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE—\ <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />/ r—PLUMBING LINE <br />� Q <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 />J° <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />aa. ad <br />0 ~ M <br />L <br />��// �J CO X <br />� <br />Z Co <br />E3 N <br />An {� <br />W <br />to <br />Q'0 <br />0 e <br />s - <br />:4 70 <br />N <br />N <br />0 <br />N <br />M <br />0 <br />M <br />0 <br />F <br />c <br />r. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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