Laserfiche WebLink
3 <br />r' <br />LO <br />u7 <br />LO <br />cn <br />.a <br />Mo <br />0 <br />J <br />0 <br />0 <br />I <br />N <br />i <br />LO <br />Cnn <br />0 <br />Q <br />N <br />0 <br />LO <br />J <br />g <br />I <br />N <br />i <br />LO <br />21 <br />19 <br />7 <br />-:a_- <br />H <br />Q <br />N <br />N <br />N <br />E <br />0 <br />v <br />i <br />N <br />r7 <br />0 <br />0 <br />y <br />U <br />N <br />O <br />O <br />U <br />N <br />N <br />N <br />45 <br />v <br />0 <br />a <br />a <br />N <br />N <br />0 <br />Q <br />m <br />v <br />to <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />v <br />`.'.". j1..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..t <br />�:::f.:::::::: a::�::,:::::::::: <br />16GAx1-1\2" LONG (3/4"-1" CROWN) l::': :.::':'::::::. `:'::j: <br />STAPLES 6" O.C. VERT BETWEEN MAX........I:.�...'...'.L.....'' 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 />0 0 0 <br />5'-0" a <br />STUB -OUT FOR 11-011 0 0 0 <br />GAS METER 0 <br />_ U <br />O F <br />&4 = <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 />13141 <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 />13'4' <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 />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 1.811.7 <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 />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 />+ / N2 <br />FILL CELL STD. 90° HOOK BOND BEAM <br />w <br />7 7 <br />STD. 90° <br />CONT. #5 <br />CONT. #5 <br />HOOK <br />ICI <br />I� <br />BAR <br />BAR <br />SIMPSC <br />w/(22)' <br />NAILS 1 <br />5/81 <br />#5 CONT. THRU <br />FROM BOLT <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. <br />2" m <br />} Small gap 2" min. <br />ax. � 4 max. <br />Q <br />Clinch nails <br />when <br />possible 1 <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 10d nails 2x4/Plywood/OSB web stiffener 2" min. <br />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 a" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. <br />N.T.S. - Under 2nd floor column w/ loads <br />higher than 15nnlh <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 />1/16" <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 />Boise Joist Blocking <br />Use 3" /10d1 nails at 6" n.c. <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 />DO NOT cut, notch <br />or drill flanges <br />Mm t <br />A 1" ROUND HOLE MAY 6" 16" -DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" <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 />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 />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />0 <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- d <br />BCI 6000s® <br />BC16500s® <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 />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 />6-8d <br />BCI90s® <br />11-718" <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 />R TRUSS <br />'OP PLATE <br />1.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />VAIN. EMBEDMENT <br />S <br />AND QUANTITY <br />CHEDULE FOR <br />W FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <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 />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration.— <br />S1,-,r <br />1'-1". <br />1" 2.r <br />1" 2,. <br />1-3" <br />1-3" <br />1"-T' <br />1'-11" <br />2-4" <br />"' <br />3' <br />3 7'" <br />r 16 foist <br />12 <br />1'-0" <br />V-1" <br />1' 2" <br />12" <br />V-?C' <br />T ' <br />2'-4' <br />2'-11 " <br />3'-7"' <br />4' 2" <br />4'-9' <br />6-4 <br />- - <br />P" <br />16 <br />1,-,r <br />1 1„ <br />i _21 <br />1 _2," <br />1' 7" <br />-S <br />3'- ' <br />3-101, <br />4-91 <br />6' 7'r <br />6'-4" <br />7 21 <br />_ .._. __` <br />20 <br />I -a' <br />1'-1" <br />1' Z' <br />1 2" <br />2-9" <br />3`-a' <br />4-0" <br />4'-10 " <br />6-11" <br />6' 11" <br />7'-11" <br />S'-11" <br />24 <br />i'�'r <br />1'-1r, <br />1'2'° <br />1'-3" <br />2'-6' <br />3'-7'" <br />4'-3" <br />6-16" <br />T-2 <br />9 ` <br />�`- <br />10'-T <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 1Yz' 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 />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S <br />Jc <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />r9 w ;it - <br /><�00 <br />I FINISH GRADE <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. -111 <br />Install tight to top flange. SLEEVE THRU STEM <br />° . °; <br />SEE PLAN FOR-,'-'°• a . • .; . • ° <br />FOUNDATION INFO 4' '. <br />STEM FOUNDATION <br />GRADE <br />y Filler block. REINF. SEE PLAN <br />\ Nail with <br />10-10d nails. d <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. I=1I I III IEE II III, <br />I I I�il I Ii 4 Q III —I <br />1/4"-2" gap <br />:A1 ��z - -1 <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 />o depth <br />(. <br />[-JOISTS BUCKETS <br />N.T.S. <br />WA= <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 1 112" ° 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" v <br />CENTERED @PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />Q <br />�---- SEE FND. PLN. <br />SIZE & REINF. <br />12" BELOW PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />�PLUMPVC OR SCH40 SLEEVE <br />BING <br />r- LINE <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />d <br />7 4 FIr- <br />4 4Q1 4 44 G <br />Q <br />11 111=111=1 I = I 1=I I I: <br />-IA d <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />_ <br />> <br />d <br />C <br />QC= <br />Mir <br />_ C m CV <br />SL <br />C R <br />CZ� <br />N. T3 .0 <br />C= cz <br />ae L a W <br />y E <br />w <br />v FCU <br />CD <br />2 <br />K3 <br />f��.���� <br />�����gq"�$.iiii:fl�i<�f <br />a� <br />,�� <br />G <br />� <br />n <br />e'. JJi <br />e <br />L <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers <br />signature and seal, <br />0 <br />W <br />g0 <br />E <br />(0 0 <br />°' co <br />to <br />� <br />M <br />Q <br />N M u <br />W <br />_ _, W <br />cou- u- 0 <br />= <br />W <br />f6 <br />i <br />ca <br />N O O <br />ca o <br />tLL <br />W <br />�2°'°' m <br />1) N Z ¢ H <br />LLL <br />Z <br />N O U <br />W <br />rU <br />El 0 <br />z � M <br />o <br />z CD <br />Q v a <br />J <br />7 <br />N <br />N <br />z0(7 <br />(D <br />5 <br />4-J <br />(6 <br />w <br />p a <br />V <br />O <br />V) <br />�� <br />W o <br />v <br />t 8 <br />Q <br />N <br />�� <br />o <br />z <br />w <br />M <br />C"M <br />z <br />Q F <br />Z <br />a <br />U_ <br />Z0 <br />gp <br />Tg <br />QN <br />a. O <br />E <br />� U <br />aLL <br />� <br />z6 <br />h- N <br />�o <br />oa <br />00 <br />0 <br />CO @ <br />a� z <br />� � <br />W Z <br />_2?h <br />S <br />o <br />�W <br />m� <br />zM� <br />m J <br />-S <br />° <br />¢}z <br />w <br />zZ <br />N <br />o< <br />ao <br />W <br />C, <br />m <br />LL <br />N <br />o <br />mi <br />a <br />z1% <br />(D <br />' ^ <br />L J <br />'^ <br />L J <br />rn <br />m <br />LO <br />CID <br />O <br />0 <br />m <br />m <br />Ln <br />(n <br />BCI <br />p <br />04 <br />0) <br />co <br />_ <br />-0 <br />u- N <br />10r- <br />IS'i <br />Q <br />1 <br />T— <br />a) <br />E <br />� <br />ELo <br />� <br />M <br />o <br />Z <br />z <br />E CV <br />y <br />cc <br />a <br />U <br />-D`a cc <br />'D cc <br />4) <br />JOB <br />NO : <br />23-00519 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />