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00 <br />00 <br />C'4 <br />< <br />-.0- <br />CD <br />CN <br />co <br />U-3 <br />CD <br />04 <br />0 <br />Z2 <br />_i5 <br />-19 <br />C-) <br />!;z <br />C:) <br />E <br />E <br />9 <br />LZ <br />E2 <br />2 <br />.(L> <br />of <br />0 <br />0 <br />LZ <br />C'4 <br />8 <br />4�L <br />en <br />C,4 <br />E3 <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />.. ..... <br />[17 A . . . .. . ..... <br />. ........ ......... <br />.......... ....... . ..... .... <br />.... <br />....... <br />........... <br />. ......... . 'k- I ..... --A *_ <br />I <br />. . . . . . . . . . . . . . . . . . . . . . <br />Sit <br />............... <br />...... 16GM1-1/2" LONG (3/4--l" <br />16GAxl-1\2" LONG (3/4"-V CROWN) -� � -t � ��; 1 <br />STAPLES @ 6" O.C. VERT BETWEEN . ...... .. ................ <br />CROWN) STAPLES @ 6" <br />STUDS (NOTED THUS:—) - OFFSET <br />1 1 1 1 <br />0 <br />WN C.. ERT INTO STUDS <br />STAPLES BETWEEN STUDS AS SHO T_ <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 />101-011 <br />TANK -LESS W/H <br />H C G <br />000 1;7 <br />51-011 <br />01 <br />STUB -OUT FOR 11-011 -1 <br />LO <br />GAS METER 0 -1 0 <br />9 <br />0 <br />x <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />0 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-Y <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 />161-5" <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 />6-11 <br />(2) 16d TOENAILS <br />2" X 6" @ 24" O.C. <br />T-13" <br />(2) 16d TOENAILS <br />2" X 8" @ 24"O.C. <br />111-01, <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 />1-1/8" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2x—+ 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 />gap <br />FILL CELL <br />< <br />> STD. 900 <br />CONT. #5 <br />BAR HOOK <br />STD. 90' HOOK <br />BOND BEAM <br />SIMPSC <br />w/ (22) <br />NAILS I <br />CONT. #5 <br />BAR <br />#5 CONT. <br />5/81 <br />THRU <br />BOLT <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM STEP <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 <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKINGrrJI <br />MASONRY WALL OR <br />INTERIOR BRIG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />i 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. 2" min. <br />I Small gap <br />2" m x " <br />. 4 <br />max. <br />/71k 1 <br />Clinch <br />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. <br />Tight fit <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />2x4/Plywood/OSB web stiffener 2'1 min. <br />requ 16 <br />6-16 <br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />4) Place joists together and nail from each side with 2 rows of 1 Old nails ired when indicated or 4" <br />a <br />. <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING YB" GAP @ TOP sides by 6". <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION Under 2nd floor cnh innin wl 1r);A, <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 />0, <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=21 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 />Glularn Beam <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />Boise Joist Blocking <br />Use 3" (1 Od) nails at 6" o.c. <br />Q��' Provide adequate bearing <br />for each lapped joist. <br />Old nails <br />SECTION "N INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D <br />(see table below NOCKOUT EXEMPTS) <br />D <br />(see table below) <br />higher than 15001b <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 plf max. along bearing wall <br />Required on interior walls for vertical load transfer <br />when load bearing - for lateral support when joists <br />2 <br />meet over wall, or wall stacks directly over wall or <br />beam below Load bearing wall must stack over <br />I <br />blocking and wall or beam below.* <br />It Joist <br />When joists meet over wall, provide <br />13/4" minimum bearing for each. kJoist can be offs <br />et <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />'o <br />Whe <br />13/4 <br />Use 1 Odx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. <br />0---El <br />CD CD <br />171 <br />A ROUND HOLE MAY A -DO NOT CUT HOLES <br />6"1' 6"' <br />CANTILEVER LARGER THAN 1j12" <br />THE WEB. PROVIDE AT ROUND IN <br />BE CUT ANYWHERE IN <br />LEAST 3" OF CLEARANCE <br />CANTILEVERS, <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1X2" <br />8 <br />11'-Z' <br />I V-Z' <br />V-3' <br />1 �-3' <br />V-7' <br />1 �-1 1 <br />24" <br />2�9' <br />3-2- <br />3-7- <br />Any 116'joist <br />12 <br />1'-9' <br />1�4' <br />l'-2' <br />1 �-2" <br />1!-31 <br />1'-9' <br />2�4' <br />2-11" <br />3-7' <br />4' <br />4-2' <br />4-9' <br />4-9' <br />6-4' <br />S, PpRffl). <br />16 <br />1�4" <br />1'-Z' <br />I �_Z. <br />V-71 <br />3-2' <br />3-10" <br />4-9' <br />5! <br />6-7' <br />6,_4!. <br />6-4' <br />7-2' <br />20 <br />I'-U' <br />1"" <br />111'-Z' <br />V-Z' <br />Z-a' <br />3--a' <br />4-4[r' <br />4-10" <br />9-11" <br />6-11" <br />6 <br />7 11., <br />T-11" <br />8�-11" <br />24 <br />I -a' <br />111'4' <br />I'-Z' <br />1�-3" <br />7-9' <br />3--r <br />#-,g' <br />5-10" <br />7-2' <br />94" <br />4 <br />"1 <br />_101-91 <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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <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 I Depth I End 1 Intermediate <br />BCI 5000S <br />9-1/21, <br />2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />I 5-8d <br />BC16000so <br />BCI 6500s�'_ <br />9-1/2" <br />11-7/81, <br />2-8d <br />2-8d <br />1 2-8d <br />I 3-8d <br />14" <br />2-8d <br />1 5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 60sY" <br />11 -7/8" <br />2-8d <br />3-8d <br />2-8d <br />5-8d <br />_ _ <br />_14� <br />16" <br />-_ <br />2-8d <br />— <br />d <br />BCI 90so <br />7 ff8l <br />-16d <br />3- <br />3-16d <br />14" <br />-1 <br />5 d <br />5-1 6d <br />" <br />d <br />6-16d <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />RTRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />TYPICAL SIMPSON META1 2 <br />Plumbing <br />META12 TSS INSTALLATION <br />"1 <br />A/C CHASE 4" PVC_ <br />SLEEVE THRU STEM <br />WALL <br />'It <br />Backer block (12" wide min.) <br />Nail with 10- 1 Od nails. <br />��nstall tight to� top flange. <br />SLEEVE THRU STEM <br />SEE PLAN FOR <br />. Iq 41� I <br />FOUNDATION INFO <br />4 <br />STEM FOUNDATION <br />TE M <br />-OR <br />4FO <br />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"-Z' gap at top of bottom 1/4"-2" gap at bottom of top <br />flange. flange. <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. /doesn't meet <br />Web stiffner as <br />height <br />requirements <br />0.6 X Joist <br />D depth <br />z <br />Ir <br />�V8/� i / <br />I -JOISTS BUCKETS <br />N.T.S. <br />\AIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />CID <br />FINISH GRADE <br />GRADE <br />REINF. SEE PLAN <br />(2) #5 REBAR <br />'LA/C =HASE 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 />SIMPSON H10A <br />w/ (18) 1 Od x 1 1/2" <br />NAILS <br />UPLIFT= 1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />112- <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PI�E <br />PENETRATION� <br />.4 <br />4.. v <br />f I I <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />REQUIRED) <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />SEE FND. PLIN. <br />SIZE & REINF. <br />12" BELOW <br />PIPE VERTICAL THRU FND. <br />GRADE <br />TOP (2) #5's x 4' 0" <br />CENTER PE <br />ED @ PI <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />410, 4 <br />z <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PV R CH40 SLEEVE <br />CENTER <br />PENETRATION PLUMBING LINE <br />Fl— <br />ED @ PIPE <br />4 1.�'. A <br />z <br />Z-1 I I�Ei I <br />I= <br />4 <br />4 <br />AA_ <br />SEE FND. PLN. <br />SIZE & REINF. <br />d) <br />X__ <br />co Cc L-L <br />Lo "o <br />0 <br />m <br />t, <br />- <br />­_ <br />(I �7_ C <br />0 0- <br />-3 <br />C: 0 <br />tf <br />ro <br />C14 <br />C14 <br />C-7) <br />N <br />_7 <br />1� . ..... <br />_Iqi - <br />7., <br />, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LO <br />W <br />4 <br />'q E <br />-, - 8 <br />'co <br />C-, SP _J <br />0 <br />2 <br />�t) It- u, <br />I— P� <br />0 N C:) <br />0:) CJ) <br />uu <br />U- CL <br />- <br />A <br />U� Lu <br />k <br />-.U( <br />-F <br />W 0 <br />z Of <br />0 <br />19 <br />1GE <br />-i6 CN (0 <br />0 _3 <br />WW <br />coo 2 <br />M M < <br />< <br />IL <br />IL <br />OD �� z <br />L0 Cl) <br />a_ <br />_J Iz <br />0-1 0 <br />< <br />0 L) <br />z <br />W <br />< <br />7 <br />Ln <br />CD <br />Q) <br />4--J <br />LU <br />U <br />0 <br />Ln <br />Ln <br />LU <br />E <br />o <br />o <br />C.0 <br />ce) <br />o <br />z <br />< <br />LL_ <br />ai E <br />CL <br />E 8 <br />z. <br />o' <br />z< P, <br />CU 6 <br />�< <br />uo <br />0 <br />zo. <br />E <br />1� <br />z <br />=3 '0 <br />CO C: <br />�� <br />o� <br />0 <br />0, <br />z� <br />z <br />Cn <br />S <br />�z <br />cn <br />< <br />82, <br />zz <br />�O <br />Q <br />z <br />W <br />K <br />-0 <br />1, <br />CIO <br />5 <br />Ou 3: <br />C) <br />E2 <br />> <br />LO <br />LO <br />0) <br />T <br />< <br />CU <br />C) <br />J <br />co <br />0 <br />07 <br />0 <br />U) <br />< <br />0 <br />CD <br />CNI <br />M <br />00 <br />.0 <br />C'4 <br />6 <br />L0 <br />00 <br />CN <br />CNI <br />T_ <br />CV) <br />0 <br />E <br />CY) <br />0 <br />z <br />CU <br />z <br />E C) <br />CU <br />C: <br />ca <br />a. <br />E <br />0 <br />0 _J <br />cc <br />< 0 <br />JOB <br />NO <br />22 -02396 <br />SCALE <br />AS NOTED <br />SHEE7 NO. <br />SN 1 <br />1 -1- _1 17_]q <br />