Laserfiche WebLink
3 <br />"O <br />W <br />r\ <br />N <br />0 <br />N <br />0 <br />0 <br />N <br />J <br />0 <br />LO <br />0 <br />I <br />N <br />0 <br />v <br />V <br />0 <br />.n <br />a <br />0 <br />FV- <br />Q <br />N <br />N <br />0 <br />a <br />E <br />0 <br />0 <br />C <br />C <br />J <br />co <br />LZ <br />0 <br />U <br />2 <br />O <br />UI <br />N <br />U <br />2 <br />0 <br />3 <br />J <br />t- <br />N <br />N <br />N <br />a� <br />0 <br />tz <br />r� <br />0 <br />0 <br />m <br />cn <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />WALL SHEATHING <br />.11..... I 'w........... <br />..1�` <br />.��.1.......I.. L L <br />...... I ..... ................. _ .- ..... <br />16GAx1-1Q" LONG (3/4"-1" CROWN) 5 <br />STAPLES @ 6" O.C. VERT BETWEEN MAX. 11 ( 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" ¢ - <br />STUB -OUT FOR o <br />LO <br />GAS METER O o <br />- � U <br />O F <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 />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'-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" orp <br />5000s 1.8/1.7 <br />wood panels <br />nel <br />Two 3/4" wood panels or 2 x <br />P <br />1-118" 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 />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 —i <br />FILL CELL <br />co <br />w <br />CONT. #5 > STD. 90° <br />BAR I HOOK <br />STD..90° HOOK r— BOND BEAM <br />BOND BEAM STEP <br />SIMPSON MGT <br />w/(22)10d <br />NAILS TYP. GIRDER TRUSS <br />- CONT. #5 <br />BAR 2X TOP PLATE <br />5/81 <br />#5 CONT. THRU <br />FROM BOLT <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 f—TJI <br />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 @ I NT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" max <br />4 max. <br />I <br />Q <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 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)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION <br />- Birdsmouthcuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. hi her than 15001b <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 />�1116" <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 />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES � <br />DO NOT cut, notch <br />or drill flanges <br />9 • <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 wall when load bearing -for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />beam below <br />Load bearing wail 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 />j, Q�'/ Provide adequate bearing <br />J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />10dnails require additional consideration. <br />SECTION 0 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 />11 co <br />t i�zm J = <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 1jz" <br />`i,-Z" <br />Airy 16' joist - <br />--_ __SF } _ _ __ <br />$ <br />I' t7 r <br />'-tf" <br />1-2" <br />V-3' <br />V-3' <br />V-7" <br />V-11" <br />2-4' <br />2-9' <br />3- Z. 3 a,. <br />12 <br />I -a' <br />1'-1'" <br />1-2" <br />1' 2" <br />V-3" <br />1'-�91' <br />2'-4" <br />2'-11," <br />3-7 <br />4' 2" <br />4'-9" 5'-4" <br />16 <br />1'-9' <br />VA"• <br />1'2" <br />1 2," <br />1' T" <br />2 S <br />3-2" <br />3-10" <br />4-3" <br />6-7 <br />6-4' 7-2 <br />20 <br />1'-1'" <br />1' 2" <br />1' 2" <br />2-9' <br />T-9' <br />4' 9' <br />4-10'" <br />5-11" <br />6'-11'° <br />7'-11" 8'-11," <br />24 <br />I -U' <br />1'-1" <br />1' 2'" <br />1'-3" <br />2'-6' <br />3-T' <br />4'- <br />5'-10'" <br />T 2" <br />9-4- <br />0 10'-91 <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. 1Y2" 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 />Jc <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series De th End 1 Intermediate <br />BC15000s® <br />9-1/2" <br />1 2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />I 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 />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 />11-7/ " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />re - <br />SIMPSC <br />wl(22)' <br />NAILS T <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />AIN. 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 />Backer block (12" wide min.)I— <br />Nail with 10-10d nails. <br />Install tight to top flange. SLEEVE THRU STEM " <br />SEE PLAN FOR °• a . • . ° ° <br />(i FOUNDATION INFO a d <br />STEM FOUNDATION <br />GRADE <br />Filler block. r—REINF. SEE PLAN <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 />/4%2" gap 1p <br />7A <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 />p ��depth <br />I ' o� <br />I -JOISTS BUCKETS <br />N.T.S. <br />11VU i1r1 iJt 4 t1vt, <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 />4 a <br />1=III={ I f={ d. d: <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />4_ 4�Il�� <br />d I — <br />—_iIIIIII�' <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 />PVC OR SCH40 SLEEVE <br />i r— PLUMBING LINE <br />4 L <br />4 <br />d <br />CO Z • • <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />C. d <br />I_==1�- <br />'' <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />e" <br />-a <br />CL o <br />ci <br />c co w C.'a <br />-o n x <br />•N y N � <br />N O <br />Q .ram. GV � <br />3= W <br />W= <br />da:5 <br />�EsZ <br />3 ca <br />io y a0 � <br />No,, c <br />c E <br />m <br />0 <br />�V0t <br />.x a, <br />(J) <br />�%ttlltit+t►tE���� <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 />f g O <br />Q 03 M U <br />0 <br />O .0(C) w <br />0 5 Lo <br />H N 0 <br />ei co v u <br />a = <br />LJJ LLW <br />(L <br />_J _ <br />_Z C O f1 <br />o <br />it :3@o <br />M N <br />Wc°n�pjO' <br />m w <br />z U) MZ Q - <br />J <br />�nN <br />O U cgs <br />z L) <br />W <br />N M <br />o g <br />z N <br />z o � <br />� <br />13 <br />N z <br />0 ° <br />gal <br />Q� u- <br />4-J Cn <br />f>3 W <br />U <br />0^ w o <br />t+ / N <br />f— to <br />(16 <br />— M 8 <br />allE <br />V^r. <br />C <br />_ <br />�S <br />V O N <br />U) iu <br />° <br />c <br />¢ N <br />I� <br />a <br />J< <br />w <br />M <br />M <br />Z ¢ <br />Z <br />Z <br />U_ <br />O <br />za <br />zo <br />q <br />E LJ <br />og <br />z® <br />I.-- M <br />d0<O <br />O <br />o <br />00 <br />U <br />O <br />co eo <br />IT <br />.0 <br />o <br />w z <br /><� <br />Ca to<o <br />mo <br />Z, <br />z0¢ <br />Fro <br />� z <br />. <br />8 <br />go <br />W <br />T ? <br />> <br />oa <br />w� <br />az <br />tq w <br /><< <br />i~ <br />W <br />AwZ <br />o <br />ch <br />�o <br />a ? <br />_�<T0 <br />0 <br />C 0 <br />i <br />i <br />> M <br />© <br />ui <br />rn <br />T <br />m <br />is <br />CID LO <br />O <br />N ° <br />O <br />CL <br />f� -2 <br />N <br />�°0 <br />LO <br />t <br />d- <br />j m <br />O <br />m <br />CD-0 <br />O <br />N <br />Q 0) N <br />r <br />o <br />z <br />cu <br />Z <br />N T <br />E O <br />0-0 <br />J Q o <br />J <br />JOB <br />NO: 23-00510 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />I I- I -_-.. R.. _ _. _._._ r <br />