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3 <br />W <br />CD <br />r� <br />cn <br />r` <br />x <br />r <br />P <br />0 <br />o- <br />0 <br />CD <br />0 <br />01 <br />J <br />0 <br />0 <br />I <br />N <br />0 <br />L <br />0 <br />0 <br />0 <br />i <br />L <br />Q <br />N <br />N <br />i <br />E <br />ca <br />co <br />E <br />0 <br />0 <br />C <br />C <br />J <br />co <br />U <br />v <br />0 <br />C-)I <br />U <br />.0 <br />d <br />c <br />5 <br />00 <br />0 <br />0 <br />a- <br />N <br />0 <br />r\ <br />0 <br />0 <br />Q <br />m <br />0 <br />V) <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 />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'-0" <br />TANK -LESS W/H <br />CORNER OF L� <br />HOME H C G <br />GARAGE SIDE O O 0 <br />5'-0"01 <br />¢ - <br />STUB -OUT FOR 1'-0" o LO <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 />7'-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'-Y <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 />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 />1-118" or two 1/2" <br />6500s 1.811.7 <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 />2x _ 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 />+ <br />+ <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)/8" 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 />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) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 90' HOOK BOND BEAM <br />it <br />it <br />SIMPSON MGT i <br />w/ (22) 10d <br />w � NAILS TYP. GIRDER TRUSS <br />a STD. 90° CONT. #5 <br />BOR T. #5 HOOK F. <br />BAR 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 />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 />1 <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />I Solid block all posts from # 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" max <br />4 max. <br />4 <br />I <br />Clinch nails <br />when \ <br />possible <br />Tight fit L: <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series I Depth End I Intermediate <br />BCI 5000s® <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 />BCI 6000s® <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 />BCI60s® <br />11-7/8" <br />2-8d <br />3-8d <br />2-8d <br />5-8d <br />_14' <br />16" <br />2-8d <br />6-8d <br />BCI 90s® <br />117/8" <br />3-16d <br />I 3-16d <br />14" <br />5-16d <br />I 5-16d <br />16" <br />6-16d I <br />_ _ <br />6-16d J <br />- Hangers with side nailing. <br />- Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />higher than 15001b. <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 />�When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Qi/ 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 />Od nails require additional consideration. <br />SECTION @INT. BRG. WALL— <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />D DIMENSION OF LARGEST HOLE <br />(see table below) (KNOCKOUT EXEMPTS) D <br />(see table below) <br />6- A 1Y" ROUND HOLE MAY 6„ 6� DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz' <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 1y2" <br />$ <br />7 ° <br />4 <br />1 <br />4 -B <br />'-B'° <br />1 - ate" <br />1 41,. <br />2-4- <br />2-9-3-0 <br />S'-i ° <br />Artg 10" jcxSt <br />12 <br />-"l+° <br />1' 2'"_3°'° <br />2-11" <br />3-7. <br />„ <br />20 <br />T-a' <br />V-1" <br />1 2" <br />1 -2" <br />2,-W <br />3-C' <br />4-0" <br />4'-110" <br />5'-11" <br />6-11"24 <br />L7'-11' <br />T-WT-1„1'-2'°1'-3,.2,-6"3'7' <br />4'- ' <br />S'-10,"r-2"S'-4'° <br />10: . <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. 1 2" 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 />Plumbing <br />Joist <br />I -Joist can be offset <br />Ef <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Jc <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />\Install tight to top flange. <br />V \\ 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 />k1Backer <br />/4"-2" gap <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 />ll o 0.6 X Joist <br />o K, " ° � / depth <br />-JOISTS BUCKETS <br />N.T.S. <br />5/81 <br />THRU <br />BOLT <br />I.0 <br />SIMPSC <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 />WIN. 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 STEMS ° <br />e <br />SEE PLAN FOR--'°• ° . • <br />FOUNDATION INFO �' a' <br />STEM FOUNDATION <br />GRADE <br />A <br />° <br />REINF. SEE PLAN <br />a <br />1_ <br />(2) #5 REBAR <br />A/C CHASE 4" PVC <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 />I® SECOND H10A <br />(WHEN <br />SIMPSON H10A ' ' REQUIRED) <br />w/ (18)10d x 1 1/2" <br />NAILS <br />UPLIFT = 10154 <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 />M1r%r /r P1-Trl1 A I TI Ir'%I I F-k 1M <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />. ° a <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />4 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 />a° <br />c�c <br />c.n <br />o_ <br />a <br />c::111 <br />ci cc o <br />c f9 C•.3 N <br />a m <br />a <br />�LA.- <br />cco� <br />y o ro <br />N � <br />3 == W <br />c <br />� 3 � <br />L <br />Dodds <br />� W <br />.M <br />VfQ-� <br />�E <br />� O <br />a c.� <br />8 <br />0 <br />i <br />v� <br />b <br />0 <br />co <br />o. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />. <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W <br />NAM st <br />v0 E <br />� M 8 <br />Ill JIMN <br />0 <br />0 <br />O C o r <br />Co <br />0? <br />Vol N <br />In (n N <br />cn��a <br />N <br />a <br />0 <br />103--o� <br />rNiv2 �" <br />N S J <br />J 52 w w <br />o <br />a Y <br />Z <br />6 C <br />O <br />-C Z <br />19 <br />W <br />C.T <br />C�4 Z� 3: 0 <br />o <br />Z <br />LL <br />LL <br />U� 0 m w <br />N Q J <br />Z <br />N <br />O <br />U <br />W <br />❑ ❑ <br />V M <br />27 <br />— N M <br />o g <br />Z W N <br />z iE <br />E3 <br />N <br />N <br />M <br />z <br />C o <br />a--{ <br />a <br />W <br />° <br />UW_ <br />O <br />W p <br />C N <br />J <br />Wlow <br />F <br />— <br />_ - <br />I1' <br />C ro <br />® a <br />ti <br />o <br />o <br />w <br />M <br />o3 <br />� <br />z <br />z <br />a <br />� <br />14 <br />J <br />U_ <br />ca E <br />E U <br />z o <br />oo <br />> N <br />¢� <br />? <br />too <br />&a <br />o<Z <br />O <br />� <br />t p <br /><o <br />d <br />ao <br /><� <br />� J <br />m� <br />t0 <br />- <br />or <br />U <br />N <br />0 <br />°, <br />Z <br />c <br />U) J <br />m <br />Q W <br />n <br />n ^� <br />U) <br />zo <br />> <br />x <br />wLL <br />-a U <br />�w <br />W0_ <br />3:J <br />Q <br />LL <br />J w <br />C <br />o <br />=� <br />;o <br />O <br />v <br />w <br />WQ <br />a <br />°- <br />U� <br />C <br />0 <br />O <br />Fn <br />N L , <br />> <br />O <br />ai <br />rn <br />m <br />m <br />U <br />i <br />co07 <br />T <br />Y <br />M <br />O <br />Cn <br />N <br />m <br />LO <br />I— <br />c <br />0 <br />_ <br />CO <br />co <br />U N <br />W O <br />Ln <br />r <br />dLO <br />r <br />w <br />co N <br />n <br />o <br />Z <br />CU <br />z <br />E T <br />E <br />N <br />`m <br />c <br />d <br />U J <br />Q <br />J <br />JOB <br />NO : <br />22-09402 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />c . <br />k <br />rTi .• <br />.. . -. ..--. 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