Laserfiche WebLink
3 <br />-n <br />LU <br />N <br />ml <br />3-1 <br />ry <br />0 <br />0 <br />-0 <br />rn <br />rI <br />C) <br />0 <br />I <br />M <br />M <br />CV <br />N <br />0 <br />i <br />0 <br />O <br />ra <br />N <br />O <br />a <br />E <br />0 <br />c <br />J <br />ate' <br />0 <br />0 <br />U <br />9 <br />r7 <br />N <br />0 <br />LO <br />LO <br />0 <br />0 <br />o.- <br />N <br />0 <br />L <br />0 <br />0 <br />W <br />cD <br />z <br />CD <br />0 <br />m <br />0 <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 />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.-0" < - <br />STUB -OUT FOR 1'-0" 0 <br />0 9 <br />GAS METER O o <br />__ d• U <br />O F <br />O <br />i:V = <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" orp <br />5000s 1.8/1.7 <br />nel <br />wood panels <br />Two 3/4" wood panels or 2 x <br />1-1 /8" or two 1!2" <br />6000s 1.8l1.7 <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 />,good 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 />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap —, <br />FILL CELL STD. 900 HOOK BOND BEAM <br />cn <br />w <br />STD. 90° CONT. #5 <br />BAR > HOOK BAR <br />CONT. <br />ROM <br />)UNDATION <br />HIGHEST <br />)ND BEAM <br />DVIVV DG!'11V1 J 1 Cr <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. BRIG. WALL <br />N.T.S. <br />1/8" min. }Small gap 2" min. <br />2" max <br />4 max. <br />A <br />Clinch nails <br />when <br />possible <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. <br />4 Place joists together and nail from each side with 2 rows of 1 Od nails 2x4lPlywoodlOSB web stiffener 2" min. <br />g 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. higher than 1-qnnlh <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 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 />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 />N.T.S. <br />" `"' MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />D <br />IN BEARING ZONES (KNOCKOUT EXEMPTS) <br />(see table below) p <br />(see table below) <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 />Use 1 OdxY nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration.— <br />611 A 1 2' ROUND HOLE MAY 6"=ROUND <br />DO NOT CUT HOLES <br />BE CUT ANYWHERE INLARGER THAN 1Y" <br />THE WEB. PROVIDE AT 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 />I <br />E <br />M <br />El <br />E <br />N <br />Any 16 Joist...- <br />8 <br />1-U' 1-1" <br />1' 2" <br />1-2" <br />V 3 <br />V-3' <br />V-7"' <br />V-11 "" <br />24' <br />2-9' <br />3-2' <br />3 T'";, <br />12 <br />1-0°" T-1'" <br />1' 2" <br />1' 2'" <br />1' 3" <br />1' ' <br />Z' V <br />2'-11'" <br />3 ?" <br />4' 2" <br />-' <br />4" <br />9-4" <br />1' <br />1, 2,. <br />1, Z • <br />" <br />3'-2'" <br />3'-101, <br />4-9' <br />S, T' <br />64' <br />7-2' <br />20 <br />1'-011 1'-1" <br />1 T2" <br />1' 2" <br />2-9' <br />3AY: <br />4'-a' <br />4-10" <br />6-11" <br />24 <br />1'-0'" T-1" <br />1' 2" <br />1 3•" <br />2'-6' <br />3'--r <br />4' &' <br />6'-1f}" <br />7"-2 <br />8'-4" <br />9=e" <br />10'-g' <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. %" 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 />Web Stiffener Fastener Schedule <br />Joist Bearin Location <br />Series De th End Intermediate <br />BCI5000e <br />9-1/2" <br />1 2-8d <br />I 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 />BCI600 <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 />SIMPS( <br />w/ (22) <br />NAILS I <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />LC <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />Joist <br />When joists meet over wall, provide <br />1 3/4" minimum bearing for each. kJoist can be offset <br />En <br />up to 3" to avoid <br />vertical plumbinge. <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Jo <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />ea <br />Backer block (12" wide min.) <br />Nail with 10-1 Od nails. <br />Install tight to top flange. SLEEVE THRU STEM <br />a <br />SEE PLAN FOR °• ° . • • <br />FOUNDATION INFO d.. ° <br />STEM FOUNDATION <br />\ Filler block. <br />Nail with <br />10-1Od 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 />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 />7- <br />0.6 X Joist <br />o `depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADE <br />a <br />REINF. SEE PLAN <br />FINISH GRADE <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 />t- o <br />a <br />-1 i 1—I I I —I � ° d <br />" -I I1r 11 I EN • <br />12" BELOW <br />GRADE <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />a d d <br />�aid d <br />c0 Z � •�v � � ., <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 />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />aQ . <br />a <br />d °f do L <br />c d <br />a <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />Cn <br />ca <br />car <br />to.. <br />r <br />_o <br />! <br />Ca <br />M <br />CV <br />0 <br />CV <br />0 <br />o <br />_ <br />� <br />�"',. <br />"�' `•..) `, \nor .. i'�: <br />�:'' � <br />c 1 <br />4 <br />a _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. Engineers 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 />IN <br />a <br />V• E <br />0 o <br />0 <br />� N o <br />K <br />0 <br />0 <br />Q <br />M� w <br />N J <br />= J u- <br />w <br />w <br />n <br />(3 <br />0w <br />Z_ <br />t <br />N <br />N(0W LZ ZU 0w- <br />co <br />a <br />Uma <br />OLL <br />w <br />❑ ❑ <br />N (h <br />o g <br />Z W NN <br />Z o <br />Q Q <br />0- <br />N <br />V) <br />z _ <br />0 0 <br />4-1 <br />f6 <br />cn <br />W <br />o <br />'fit• <br />U <br />O <br />N <br />w o <br />�y N <br />cn <br />U) <br />MINr-- <br />— E <br />s <br />g <br />_ = <br />U o w <br />C!,U)�Q <br />° <br />c <br />coz <br />J'z <br />W <br />M <br />2O , <br />Y <br />< <br />Ui_ <br />s? � <br />zo <br />o° <br />yry <br />z <br />z® <br />9 r0 <br />O <br />�O <br /><¢°� <br />z <br />—_�- <br />wo <br />W <br />co M <br />7 <br /><om <br />O <br />� <br />o <br />Z K <br />z <br />m� <br />�oQz <br />5 <br />in 3 <br />a� <br />oa <br />z z <br />go <br />Wowy <br />mw <br />¢ <br />21. <br />I� <br />M <br />w <br />o a <br />d <br />Z�¢ <br />,o <br />c Q <br />>M <br />rn <br />12 <br />O <br />L <br />(o IUD <br />r <br />N <br />L0 <br />C <br />CT Y <br />0 <br />N <br />f <br />0 <br />Li <br />_ <br />i-+ <br />LL <br />d' <br />co <br />C) <br />ca <br />C)m <br />C) <br />U-) <br />N <br />m <br />w <br />(0 tj <br />o <br />z <br />N <br />z <br />E r <br />a) <br />m <br />a <br />E <br />0 � <br />_0 w <br />¢ o <br />c <br />JOB <br />NO : <br />23-04906 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />