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v� <br />3 <br />v <br />0 <br />Q <br />t2 <br />N <br />1 <br />0 <br />M <br />N <br />0 <br />J <br />LO <br />LO <br />co <br />0 <br />I <br />0 <br />0 <br />0 <br />0 <br />I <br />v <br />v- <br />0 <br />M <br />rn <br />N <br />N <br />LO <br />LO <br />CD <br />0 <br />I <br />0 <br />0 <br />CD <br />0 <br />I <br />N <br />0 <br />v <br />0 <br />.a <br />.a <br />i <br />c <br />LE <br />cV <br />0 <br />i <br />a <br />F� <br />Cn <br />as <br />E <br />O <br />C <br />9 <br />1 <br />N <br />LZ <br />0 <br />U <br />v <br />U <br />i <br />0 <br />i <br />a <br />E <br />o <br />0. <br />U <br />0 <br />tZ <br />N <br />0 <br />0 <br />v <br />0 <br />0 <br />CL <br />N <br />N <br />v <br />a <br />a <br />m <br />v <br />N <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 />DOUBLE JOIST CONS <br />(Not required if both loa <br />Filler <br />1/8" gap <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 />16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". <br />O.C. VERT INTO STUDS <br />(NOTED THUS:-) DOUBLE JOIST CONNECTION <br />N.T.S. <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'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE O O O <br />co <br />5'-0" Q - <br />STUB -OUT FOR 11-011 o o <br />GAS METER 0 o 'n <br />d- U <br />N oz <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 or 7/8"Two <br />5000s 1.8/1.7 <br />wood panels <br />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 />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 />2x _ lumber <br />Double 2 x _ lumber <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 />code for appropriate64 <br />; <br />1/16 <br />L <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 CD <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" n.r.. <br />Q '/ Provide adequate bearing <br />for each lapped joist. <br />nails SECTION @ INT. BRG. WALL <br />N.T.S. <br />rvv nvLL-o i MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />1.777-72 <br />FILL CELL STD. 90° HOOK BOND BEAM <br />w <br />CONT. #5 > STD. 90° <br />BAR iHOOK <br />BOND BEAM STEP <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <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" <br />max. 4 max. <br />A <br />A <br />Clinch nails <br />when <br />possible <br />Tight fit U <br />2x4/Plywood/OSB web stiffener <br />required when indicated or <br />- Hangers with side nailing. <br />- Hangers with sides not containing <br />top flange of joist. <br />- Birdsmouth cuts. <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 />�When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />6r A %" ROUND HOLE MAY 6" 6" <br />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 1%" <br />NOTES: <br />DO NOT CUT HOLES <br />LARGER THAN 1Yz" <br />ROUND IN <br />CANTILEVERS. <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 CUTOUT. 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 %" 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 />2" min. <br />4" max. <br />WEB STIFFENER <br />N.T.S. <br />Web Stiffener Fastener Schedule <br />Joist B aring Location <br />Series Depth I End I 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 />I 5- d <br />BCI 6000s� <br />BCI6500s(D <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />I 2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI60sY" <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 />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 />I <br />I J <br />Joist <br />I -Joist can be offset <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 />\ 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 />1l4"-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 />D depth <br />I <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM-/ ° <br />SEE PLAN FOR--'°. ° .. <br />FOUNDATION INFO a ° n <br />STEM FOUNDATION <br />GRADE <br />A/C CHASE 4" PVC <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />REINF. SEE PLAN <br />(2) #5 REBAR <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 />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0"—\ <br />CENTERED @ PIPE <br />PENETRATION <br />a <br />PVC OR SCH40 SLEEVE <br />�- LINE PLUMBING <br />4 <br />• aa: a <br />A <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 />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />aa. ' <br />°f cv <br />cam`. / <br />C%A <br />n <br />0- <br />Q.' <br />>z. <br />� v <br />0 <br />@�9Fi�yaiLai 5t pigl <br />IV <br />elb <br />0" it <br />. c qg <br />2"-;�`�� <br />.,psi "� ` .t •'• <br />'� <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />M <br />Q0 co 8 <br />0 <br />v 0,{0 co <br />p m <br />eL,�� <br />N �r- [-- a <br />N m v * " <br />Q Co u_ LL <br />CoLL L L � W <br />0 o <br />o <br />Z Co = °''IT U) <br />Co0 E o �o <br />0 N <br />W <br />Z COn N Z ¢ 0 <br />Z N do 6 o <br />to <br />W ❑❑ <br />N M <br />N (h <br />o <br />z § N <br />z o <br />J — <br />a .n <br />:n z °o <br />0 <br />C9Q) <br />a--' <br />LU <br />0 <br />O <br />w o <br />LA c N <br />c� <br />�- ;_ <br />$ <br />r <br />= w a <br />c U) <br />¢ & <br />N <br />I� <br />o <br />�w <br />mZ <br />C13 <br />o <br />Q <br />U_ <br />Eoo® <br />Qoff <br />- OV <br />i U 6 <br />Q. <br />Xo <br />U <br />00 <br />O <br />O <br />a11 <br />¢z <br />O¢ <br />wz <br />L <br />4o <br />ro� <br />n3 <br />Z <br />O <br />ZZ <br />ZU <br />I <br />0� <br />gm <br />a <br />p <br />o <br />U <br />W <br />Q1 <br />LL <br />Z <br />J� <br />a <br />CD <br />a <br />z¢ <br />c <br />0 <br />T <br />>(0 <br />rn <br />CV <br />t <br />c� <br />Co <br />M <br />coC-4 <br />r <br />Cr <br />00 <br />50 <br />U) <br />ca <br />N <br />CN <br />� <br />0 <br />_ <br />O <br />.0 0 <br />M <br />r <br />Cf� <br />s_ j <br />� 00 `° <br />. <br />z <br />z <br />E T <br />a <br />U Q o <br />JOB <br />NO: 22-06565-06560 <br />SCALE : AS NOTED <br />SHEET NO. <br />S N 1 <br />