Laserfiche WebLink
3 <br />m <br />LO <br />u7 <br />Cr <br />0 <br />V) <br />0 <br />0 <br />0 <br />J <br />0 <br />rn <br />0 <br />cV <br />i <br />m <br />LO <br />v <br />Cn <br />0 0 <br />0 <br />cV <br />0 <br />LO <br />0 <br />rn <br />M <br />I <br />Lo <br />`v <br />C <br />VCr <br />7 <br />�l <br />a <br />N <br />0 <br />i <br />d <br />E <br />E <br />0 <br />x <br />v <br />G <br />J <br />LZ <br />U <br />O <br />C <br />0 <br />cal <br />0 <br />i <br />i <br />z <br />I <br />i <br />0 <br />91 <br />J <br />a� <br />N <br />as <br />15 <br />6 <br />c� <br />CD <br />M <br />0 <br />z <br />0 <br />w <br />m <br />v <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />I�1 Ill <br />1`1 Imo........... <br />L .:.:.:....:.::: \ :::I::.:::::::::::��:::j....... <br />16GAx1-1\2" LONG (3/4"-1" CROWN) 8'..............1.. <br />STAPLES @ 6" O.C. VERT BETWEEN MAX......... k . .........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 O O <br />5'-0" a - <br />0" <br />0o <br />STUB -OUT FOR 1'-o ° ' <br />GAS METER O p <br />� U <br />O F <br />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-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 />1I T-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 />1IT-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" <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 1.811.7 <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 />FILL CELL STD. 900 HOOK BOND BEAM <br />w <br />STD. 90° CONT. #5 <br />CONT. #5 I HOOK BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />v BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />I <br />CONT. BASE PLATE <br />BEARING COLUMN <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />SHEATHING PER PLAN <br />COLUMN AND <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 />L <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" max <br />}Small gap 2" min. <br />4 max. <br />� 1 <br />Clinch na <br />when <br />possible <br />V <br />I <br />Its <br />i <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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />DOUBLE JOIST CONNECTION top flange <br />uthcutst. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. higher than 1 ;nnlh <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 />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 />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />+ / / N`t <br />Boise Joist Blocking <br />Llse 3" I10dl nails at G" n-c. <br />QY/ Provide adequate bearing <br />for each lapped joist. <br />Odnails 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 />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 />�� <br />�►i <br />6 A 1 2' ROUND HOLE MAY 6� 6rr DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" <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 <br />8 <br />1'-C' <br />'I 1 <br />T 7° <br />1'-2 <br />V 3' <br />1'-3 <br />1'- " <br />1'-'l i'. <br />2'-4'" <br />2'-9' <br />3' 2' <br />3 7'" <br />_ <br />16'. joist <br />12 <br />1'-C' <br />1' 1' <br />1' 2" <br />1-2 <br />1' 3" <br />1' " <br />2 4" <br />2-11" <br />3' 7" <br />4' 2" <br />A' ' <br />'i'+ <br />16 <br />1'-0'" <br />1'4' <br />1'2" <br />1-2 <br />1- T" <br />2' 5 <br />3-2" <br />3-10'" <br />4'-9' <br />S 7"' <br />G-4 <br />20 <br />l-U'itire1,Z'1rZ'2'-i" <br />3-'" <br />4' 9' <br />4-10" <br />5-11" <br />�6'-11'" <br />7'-11"1'-3" <br />d7-Z' <br />2' S" <br />37" <br />4'- <br />5,10Y. <br />72'" <br />8' 4'° <br />8 <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%" 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 />N.T.S <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series —Depth 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 />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 />6-8d <br />BC160sYN <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />_ <br />6-8d <br />BCI90s® <br />11-7/8" <br />3116d <br />3-16d 1 <br />14" <br />5-16d' <br />5-16d <br />16" <br />6-16d <br />6-16d I <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />5/8"D <br />THRU <br />BOLT <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <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 />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />M <br />Backer block (12" wide min.)IT! I II I I� ► _ —I T <br />Nail with 10-10d nails. - <br />Install tight to top flange. SLEEVE THRU STEM d ° <br />a. <br />Joist hanger SEE PLAN FOR a. a . • •, <br />FOUNDATION INFO a <br />i <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 1A"-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 />e p Vdepth <br />of a IL <br />� �_ <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADF <br />REINF. SEE PLAN <br />rvu %,nmor- 1+ rvl. <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 ° a° (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 />t" a <br />d <br />-I l lill l llil� , . <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />Q � <br />I = <br />� '; , .Tir�,,�L <br />1 I' <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 />a <br />PVC OR SCH40 SLEEVE <br />/ rPLUMBING LINE <br />�Z \ .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 />d <br />d <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />aQ <br />° / ca G <br />a d <br />a. . <br />I_, <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />(D O <br />h <br />Cz <br />a-) u, <br />< <br />1 <br />t <br />fV <br />N <br />0 <br />CV <br />CM <br />0 <br />n4h,w <br />p.0 <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 <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />om N <br />n <br />W <br />F� <br />E <br />voo <br />� <br />v001* <br />j� <br />LL <br />0 <br />F <br />7 00 y <br />J <br />7t LL W <br />QN <br />M V <br />JELL <br />U) U) <br />a Ly� <br />t9 <br />Z_ <br />m 2" <br />0 <br />0 <br />t <br />:5 C� CD <br />0 <br />M O <br />W <br />6 <br />10 <br />a <br />Z <br />us <br />pjQ <br />¢ a <br />N (�) z <br />U <br />= L.O <br />U � UUY <br />ZO <br />W <br />M <br />Z N M <br />og <br />z <br />Z o <br />Q � <br />r— <br />t/') <br />z <br />0 <br />m <br />4-1(D (Z <br />N <br />o <br />O WULJ <br />U <br />_ 8 <br />z� <br />L <br />U o <br />° <br />N 0 <br />I� <br />r• <br />o <br />CD <br />w <br />co <br />M <br />p <br />z <br />z <br />4 <br />U_ <br />Q E <br />O <br />E <br />zo <br /><E <br />Zo <br />z® <br />0 <br />X O <br />�� <br />00 <br />az <br />z <br />O E <br />Q° <br />0 z <br />L <br />wo <br />¢p <br />�� <br />m� <br />- a <br />�m <br />o <br />z. <br />zY <br />Cn J <br />F� <br />aw <br />�Z <br />N <br />5°0 <br />Q <br />dp <br />a Z. <br />ti <br />W <br />W <br />0 <br />oLL <br />F, <br />w <br />S H <br />o <br />wa <br />�o <br />v <br />za <br />03 <br />L <br />> <br />LO`L <br />a� <br />rn <br />Q <br />_O <br />CD <br />N <br />Cr <br />Y <br />�O <br />MY <br />W <br />00CN <br />' <br />QI <br />ate-+ <br />�Q <br />N <br />O <br />N <br />co <br />L� <br />LLO <br />r <br />Q <br />M <br />T <br />ai <br />E <br />= <br />o <br />z <br />co <br />z <br />E T <br />Cn <br />w <br />`m <br />a <br />U � <br />Q Cc <br />JOB <br />NO : <br />22-02390 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S N 1 <br />